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Home My WebLink AboutSprinkler Cut Sheets.pdfNUGGET LANE DUPLEX 4288 NUGGET LANE LOT 2 BIGHORN ESTATES VAIL, COLORADO HYDRAULIC CALCULATIONS & PRODUCT SUBMITTALS unlll"~·ECIF CATIONS AND HYDRAULIC CALCULATIONS HAVE I""TnI"'rn. E AC PTABLE -N.I.C.E.T. IV #102055 SR. ENGINEERING ONAL INSTITUTE FOR CERTIFICATION IN NEE~tlNG TECHNICIANS J ,&,/5"' DATE .# PHOENIX AUTOMATIC SPRINKLER 7684 S. BRENTWOOD ST. LITTLETON, CO 80128 720.922.9231 PHONE Project Name : NUGGET LANE DUPLEX Drawing No. : Project Location: 4288 NUGGET LANE 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) 1DWELLING1024104.4Required52.20.125.64087.713.8Demand (HW) 2DWELLING1024104.7Required96.10.125.64043.813.8Demand (HW) 3DWELLING1024109.9Required127.90.125.6401213.8Demand (HW) 4DWELLING1024128.8Required760.125.64063.913.8Demand (HW) 5DWELLING1024113.9Required112.40.125.64027.513.8Demand (HW) 6DWELLING1024114.3Required129.10.125.64010.713.8Demand (HW)Date 5/6/2015Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.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 UNIT A GARAGE DWELLING 0.1 1024 256 4 0 0 104.4 52.2 Wet 37.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for APRIL, 2015 Near Site W1 Project Name : NUGGET LANE DUPLEX Contract No. : Project Location: 4288 NUGGET LANE 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: VAIL FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 5/6/2015 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXDiagram for Design Area : 1(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 5/6/2015Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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) 0 140 3647 65 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) 104.4 0 0 104.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 52.2 104.4 N/A Sprinklers Other Date 5/6/2015 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXHydraulic Analysis for : 1SupplySystem DemandFlow, gpmPressure, psi1501401301201101009080706050403020100S1S251.02D1D20 1500 2000 2500 3000 3500 4000Date 5/6/2015Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 140Supply point #1 - Static 3647S2 65Supply point #2 - Residual 0D1 -1.5Elevation Pressure 104.4D2 52.2System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 176.1Supply139.7 87.7 104.4 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 101 6.9 0.1 25.6 13.8 0.1 13.825.6256Overhead Sprinkler 102 6.9 0.1 25.6 13.8 0.103 14.626.3256OverheadSprinkler 103 6.9 0.1 25.6 13.8 0.101 1425.9256OverheadSprinkler 104 6.9 0.1 25.6 13.8 0.104 14.926.6256Overhead Sprinkler Date 5/6/2015 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 001-1 NodeNODE 15.11.1 003-1 NodeNODE 16.81.1 010-I-1.73 NodeNODE 21.71.4 010-O-1.23 NodeNODE 21.41.2 011-I-3.05 NodeNODE 35.52 011-O-2.55 NodeNODE 22.21.8 012-I-4.45 NodeNODE 38.62.6 012-O-3.95 NodeNODE 36.12.4 101-2 Overhead SprinklerHEAD 6.9Open 25.60 2560.1 13.81.5 13.825.6 102-2 Overhead SprinklerHEAD 6.9Open 26.30.7 2560.103 14.61.5 13.825.6 103-2 Overhead SprinklerHEAD 6.9Open 25.90.3 2560.101 141.5 13.825.6 104-2 Overhead SprinklerHEAD 6.9Open 26.61 2560.104 14.91.5 13.825.6 281-1 NodeNODE 16.81.1 283-1 NodeNODE 16.51.1 284-1 NodeNODE 16.51.1 290-1 NodeNODE 13.91.1 292-1 NodeNODE 14.81.1 294-1 NodeNODE 14.21.1 W11.5 SupplySUPPLY -104.4 52.20 Date 5/6/2015 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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: 101 290 -2 -1 6.9 25.6 25.6 1 0.995 1x(us.90)=2.33 1 2.33 3.33 150 0.1753 13.8 -0.4 0.6 290 284 -1 -1 0 25.6 1 1.055 1x(us.Tee-Br)=7.76 11.55 7.76 19.31 150 0.1318 13.9 0 2.5 284 283 -1 -1 0 25.6 2 2.009 0.5 0 0.5 150 0.0057 16.5 0 0 283 281 -1 -1 26.3 51.9 2 2.009 15.5 0 15.5 150 0.0212 16.5 0 0.3 281 003 -1 -1 25.9 77.8 2 2.009 0.5 0 0.5 150 0.0448 16.8 0 0.0 003 010-O -1 -1.23 26.6 104.4 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 1x(us.Tee-Br)=13.15 36.82 21.03 57.85 150 0.0773 16.8 0.1 4.5 010-O 010-I -1.23 -1.73 0 104.4 2 0 0.5 0 0.5 0 0.2088 21.4 0.2 0.1 Riser Manifold *** 010-I 011-O -1.73 -2.55 0 104.4 2 2.009 1x(coupling)=1.31 0.82 1.31 2.14 150 0.0773 21.7 0.4 0.2 011-O 011-I -2.55 -3.05 0 104.4 2 0 0.5 0 0.5 0 26.15 22.2 0.2 13.1 Ames4000B *** 011-I 012-O -3.05 -3.95 0 104.4 2 2.009 1x(coupling)=1.31 0.9 1.31 2.21 150 0.0773 35.5 0.4 0.2 012-O 012-I -3.95 -4.45 0 104.4 2 0 0.5 0 0.5 0 4.5448 36.1 0.2 2.3 RSV-1 *** 012-I W1 -4.45 1.5 0 104.4 2 2.009 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 163.66 46.01 209.67 150 0.0773 38.6 -2.6 16.2 W1 52.2 2Path No: 103 294 -2 -1 6.9 25.9 25.9 1 0.995 1x(us.90)=2.33 1 2.33 3.33 150 0.1785 14 -0.4 0.6 294 281 -1 -1 0 25.9 1 1.055 1x(us.Tee-Br)=7.76 11.55 7.76 19.31 150 0.1342 14.2 0 2.6 281 16.8 Date 5/6/2015 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX PIPE INFORMATION 3Path No: 102 292 -2 -1 6.9 26.3 26.3 1 0.995 1x(us.90)=2.33 1 2.33 3.33 150 0.1847 14.6 -0.4 0.6 292 283 -1 -1 0 26.3 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 1.45 10.87 12.32 150 0.1389 14.8 0 1.7 283 16.5 4Path No: 104 001 -2 -1 6.9 26.6 26.6 1 0.995 1x(us.90)=2.33 1 2.33 3.33 150 0.1883 14.9 -0.4 0.6 001 003 -1 -1 0 26.6 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 1.45 10.87 12.32 150 0.1416 15.1 0 1.7 003 16.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The 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 10.98 ft/s occurs in the following pipe(s): (001-104) Date 5/6/2015 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm05008001000150020002500 300035003647Pressure, psi160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 1; BFP Ref.: 365 (Ames4000B, Size = 2); Inlet Node: 011-I; Outlet Node: 011-O Flow, gpm0204060 80100120140160180200Pressure, psi16.38 15.38 14.38 13.38 12.38 11.38 10.38 9.38 8.38 7.38 6.38 5.38 4.38 3.38 2.38 1.38 0.38 13.1 psi @ 104.4 gpm Date 5/6/2015 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure Loss Function Design Area: 1; Valve Ref.: 364 (RSV-1, Size = 2); Inlet Node: 012-I; Outlet Node: 012-O Flow, gpm05710203040506070 90100110120130140150175200225250Pressure, psi3.46 2.96 2.46 1.96 1.46 0.96 0.46 2.3 psi @ 104.4 gpm Pressure Loss Function Design Area: 1; Valve Ref.: 366 (Riser Manifold, Size = 2); Inlet Node: 010-I; Outlet Node: 010-O Flow, gpm0 5001000Pressure, psi0.6 0.1 0.1 psi @ 104.4 gpm Date 5/6/2015 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.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 UNIT A MAIN FLR DWELLING 0.1 1024 256 4 0 0 104.7 96.1 Wet 35 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for APRIL, 2015 Near Site W1 Project Name : NUGGET LANE DUPLEX Contract No. : Project Location: 4288 NUGGET LANE 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: VAIL FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 5/6/2015 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXDiagram for Design Area : 2(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 5/6/2015Page 13Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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) 0 140 3647 65 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) 104.7 0 0 104.7 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 96.1 104.7 N/A Sprinklers Other Date 5/6/2015 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 008-1 NodeNODE 641.1 010-I-1.73 NodeNODE 65.51.4 010-O-1.23 NodeNODE 65.21.2 011-I-3.05 NodeNODE 79.32 011-O-2.55 NodeNODE 661.8 012-I-4.45 NodeNODE 82.42.6 012-O-3.95 NodeNODE 79.92.4 15610 NodeNODE 45.9-3.7 16610 NodeNODE 21.4-3.7 16710 NodeNODE 21.2-3.7 16910 NodeNODE 17.6-3.7 17110 NodeNODE 14.4-3.7 17310 NodeNODE 15.4-3.7 18510 NodeNODE 14.3-3.7 18610 NodeNODE 13.9-3.7 2018 Overhead SprinklerHEAD 6.9Open 26.30.7 2560.103 14.5-2.8 13.825.6 2028 Overhead SprinklerHEAD 6.9Open 27.11.5 2560.106 15.4-2.8 13.825.6 2038 Overhead SprinklerHEAD 6.9Open 25.80.2 2560.101 14-2.8 13.825.6 2048 Overhead SprinklerHEAD 6.9Open 25.60 2560.1 13.8-2.8 13.825.6 W11.5 SupplySUPPLY -104.7 96.10 Date 5/6/2015 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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: 204 185 8 10 6.9 25.6 25.6 1 0.995 1x(us.Tee-Br)=5.84 2 5.84 7.84 150 0.1753 13.8 -0.9 1.4 185 166 10 10 25.8 51.4 1 1.055 1x(us.Tee-Br)=7.76 7.09 7.76 14.85 150 0.4788 14.3 0 7.1 166 156 10 10 53.3 104.7 1.25 1.291 1x(us.Tee-Br)=6.55 30.04 6.55 36.59 150 0.6698 21.4 0 24.5 156 008 10 -1 0 104.7 1.5 1.527 2x(us.Tee-Br)=18.67 26.4 18.67 45.07 150 0.2957 45.9 4.8 13.3 008 010-O -1 -1.23 0 104.7 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.26 7.89 14.15 150 0.0777 64 0.1 1.1 010-O 010-I -1.23 -1.73 0 104.7 2 0 0.5 0 0.5 0 0.2095 65.2 0.2 0.1 Riser Manifold *** 010-I 011-O -1.73 -2.55 0 104.7 2 2.009 1x(coupling)=1.31 0.82 1.31 2.14 150 0.0777 65.5 0.4 0.2 011-O 011-I -2.55 -3.05 0 104.7 2 0 0.5 0 0.5 0 26.1635 66 0.2 13.1 Ames4000B *** 011-I 012-O -3.05 -3.95 0 104.7 2 2.009 1x(coupling)=1.31 0.9 1.31 2.21 150 0.0777 79.3 0.4 0.2 012-O 012-I -3.95 -4.45 0 104.7 2 0 0.5 0 0.5 0 4.548 79.9 0.2 2.3 RSV-1 *** 012-I W1 -4.45 1.5 0 104.7 2 2.009 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 163.66 46.01 209.67 150 0.0777 82.4 -2.6 16.3 W1 96.1 2Path No: 203 186 8 10 6.9 25.8 25.8 1 0.995 1x(us.90)=2.33 2 2.33 4.33 150 0.1776 14 -0.9 0.8 186 185 10 10 0 25.8 1 1.055 3.06 0 3.06 150 0.1335 13.9 0 0.4 185 14.3 Date 5/6/2015 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX PIPE INFORMATION 3Path No: 201 171 8 10 6.9 26.3 26.3 1 0.995 1x(us.90)=2.33 2 2.33 4.33 150 0.1837 14.5 -0.9 0.8 171 169 10 10 0 26.3 1 1.055 1x(us.Tee-Br)=7.76 15.09 7.76 22.85 150 0.1381 14.4 0 3.2 169 167 10 10 27.1 53.3 1 1.055 7.12 0 7.12 150 0.5133 17.6 0 3.7 167 166 10 10 0 53.3 1.25 1.291 0.88 0 0.88 150 0.192 21.2 0 0.2 166 21.4 4Path No: 202 173 8 10 6.9 27.1 27.1 1 0.995 1x(us.90)=2.33 2 2.33 4.33 150 0.1946 15.4 -0.9 0.8 173 169 10 10 0 27.1 1 1.055 1x(us.Tee-Br)=7.76 7.09 7.76 14.85 150 0.1463 15.4 0 2.2 169 17.6 * 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 25.67 ft/s occurs in the following pipe(s): (156-166) Date 5/6/2015 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Flow, gpm05008001000150020002500 300035003647Pressure, psi160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 2; BFP Ref.: 365 (Ames4000B, Size = 2); Inlet Node: 011-I; Outlet Node: 011-O Flow, gpm0204060 80100120140160180200Pressure, psi16.38 15.38 14.38 13.38 12.38 11.38 10.38 9.38 8.38 7.38 6.38 5.38 4.38 3.38 2.38 1.38 0.38 13.1 psi @ 104.7 gpm Date 5/6/2015 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure Loss Function Design Area: 2; Valve Ref.: 364 (RSV-1, Size = 2); Inlet Node: 012-I; Outlet Node: 012-O Flow, gpm05710203040506070 90100110120130140150175200225250Pressure, psi3.46 2.96 2.46 1.96 1.46 0.96 0.46 2.3 psi @ 104.7 gpm Pressure Loss Function Design Area: 2; Valve Ref.: 366 (Riser Manifold, Size = 2); Inlet Node: 010-I; Outlet Node: 010-O Flow, gpm0 5001000Pressure, psi0.6 0.1 0.1 psi @ 104.7 gpm Date 5/6/2015 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.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 UNIT A GREAT RM DWELLING 0.1 1024 256 4 0 0 109.9 127.9 Wet 37.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for APRIL, 2015 Near Site W1 Project Name : NUGGET LANE DUPLEX Contract No. : Project Location: 4288 NUGGET LANE 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: VAIL FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 5/6/2015 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXDiagram for Design Area : 3(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 5/6/2015Page 21Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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) 0 140 3647 65 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) 109.9 0 0 109.9 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 127.9 109.9 N/A Sprinklers Other Date 5/6/2015 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 008-1 NodeNODE 93.91.1 010-I-1.73 NodeNODE 95.51.4 010-O-1.23 NodeNODE 95.21.2 011-I-3.05 NodeNODE 109.52 011-O-2.55 NodeNODE 96.11.8 012-I-4.45 NodeNODE 112.62.6 012-O-3.95 NodeNODE 110.12.4 15610 NodeNODE 74.6-3.7 16310 NodeNODE 51.2-3.7 16710 NodeNODE 49.9-3.7 18023.41 NodeNODE 19.2-9.5 18423 NodeNODE 16.2-9.3 19423.97 NodeNODE 15-9.7 19823.5 NodeNODE 13-9.5 19923.97 NodeNODE 13.9-9.7 30119 Overhead SprinklerHEAD 6.9Open 28.12.5 2560.11 16.6-7.6 13.825.6 30219 Overhead SprinklerHEAD 6.9Open 29.84.2 2560.116 18.6-7.6 13.825.6 30319 Overhead SprinklerHEAD 6.9Open 25.60 2560.1 13.8-7.6 13.825.6 30419 Overhead SprinklerHEAD 6.9Open 26.40.8 2560.103 14.7-7.6 13.825.6 W11.5 SupplySUPPLY -109.9 127.90 Date 5/6/2015 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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: 303 198 19 23.5 6.9 25.6 25.6 1 0.995 1x(us.90)=2.33 4.5 2.33 6.83 150 0.1753 13.8 -1.9 1.2 198 194 23.5 23.97 0 25.6 1 1.055 3x(us.90)=9.32 7.48 9.32 16.79 150 0.1318 13 -0.2 2.2 194 163 23.97 10 26.4 52 1 1.055 1x(us.Tee-Br)=7.76 5x(us.90)=15.53 38.1 23.29 61.39 150 0.49 15 6.1 30.1 163 156 10 10 57.9 109.9 1.25 1.291 1x(us.Tee-Br)=6.55 25.4 6.55 31.95 150 0.7328 51.2 0 23.4 156 008 10 -1 0 109.9 1.5 1.527 2x(us.Tee-Br)=18.67 26.4 18.67 45.07 150 0.3235 74.6 4.8 14.6 008 010-O -1 -1.23 0 109.9 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.26 7.89 14.15 150 0.0851 93.9 0.1 1.2 010-O 010-I -1.23 -1.73 0 109.9 2 0 0.5 0 0.5 0 0.2199 95.2 0.2 0.1 Riser Manifold *** 010-I 011-O -1.73 -2.55 0 109.9 2 2.009 1x(coupling)=1.31 0.82 1.31 2.14 150 0.0851 95.5 0.4 0.2 011-O 011-I -2.55 -3.05 0 109.9 2 0 0.5 0 0.5 0 26.4196 96.1 0.2 13.2 Ames4000B *** 011-I 012-O -3.05 -3.95 0 109.9 2 2.009 1x(coupling)=1.31 0.9 1.31 2.21 150 0.0851 109.5 0.4 0.2 012-O 012-I -3.95 -4.45 0 109.9 2 0 0.5 0 0.5 0 4.5994 110.1 0.2 2.3 RSV-1 *** 012-I W1 -4.45 1.5 0 109.9 2 2.009 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 163.66 46.01 209.67 150 0.0851 112.6 -2.6 17.8 W1 127.9 2Path No: 304 199 19 23.97 6.9 26.4 26.4 1 0.995 1x(us.90)=2.33 4.97 2.33 7.31 150 0.1858 14.7 -2.2 1.4 199 194 23.97 23.97 0 26.4 1 1.055 1x(us.Tee-Br)=7.76 0.5 7.76 8.26 150 0.1397 13.9 0 1.2 194 15 Date 5/6/2015 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX PIPE INFORMATION 3Path No: 301 184 19 23 6.9 28.1 28.1 1 0.995 1x(us.90)=2.33 4 2.33 6.33 150 0.2084 16.6 -1.7 1.3 184 180 23 23.41 0 28.1 1 1.055 3x(us.90)=9.32 11.19 9.32 20.5 150 0.1567 16.2 -0.2 3.2 180 167 23.41 10 29.8 57.9 1 1.055 1x(us.Tee-Br)=7.76 3x(us.90)=9.32 24.57 17.08 41.65 150 0.5976 19.2 5.8 24.9 167 163 10 10 0 57.9 1.25 1.291 5.51 0 5.51 150 0.2236 49.9 0 1.2 163 51.2 4Path No: 302 180 19 23.41 6.9 29.8 29.8 1 0.995 1x(us.Tee-Br)=5.84 4.85 5.84 10.69 150 0.2322 18.6 -1.9 2.5 180 19.2 * 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 26.94 ft/s occurs in the following pipe(s): (156-163) Date 5/6/2015 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 Flow, gpm05008001000150020002500 300035003647Pressure, psi160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 3; BFP Ref.: 365 (Ames4000B, Size = 2); Inlet Node: 011-I; Outlet Node: 011-O Flow, gpm0204060 80100120140160180200Pressure, psi16.38 15.38 14.38 13.38 12.38 11.38 10.38 9.38 8.38 7.38 6.38 5.38 4.38 3.38 2.38 1.38 0.38 13.2 psi @ 109.9 gpm Date 5/6/2015 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure Loss Function Design Area: 3; Valve Ref.: 364 (RSV-1, Size = 2); Inlet Node: 012-I; Outlet Node: 012-O Flow, gpm05710203040506070 90100110120130140150175200225250Pressure, psi3.46 2.96 2.46 1.96 1.46 0.96 0.46 2.3 psi @ 109.9 gpm Pressure Loss Function Design Area: 3; Valve Ref.: 366 (Riser Manifold, Size = 2); Inlet Node: 010-I; Outlet Node: 010-O Flow, gpm0 5001000Pressure, psi0.6 0.1 0.1 psi @ 109.9 gpm Date 5/6/2015 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 4 UNIT B GARAGE DWELLING 0.1 1024 256 4 0 0 128.8 76 Wet 38.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for APRIL, 2015 Near Site W1 Project Name : NUGGET LANE DUPLEX Contract No. : Project Location: 4288 NUGGET LANE 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: VAIL FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 5/6/2015 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXDiagram for Design Area : 4(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 5/6/2015Page 29Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 : W1 Flow (gpm)Pressure (psi) 0 140 3647 65 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) 128.8 0 0 128.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 76 128.8 N/A Sprinklers Other Date 5/6/2015 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 022-I-4.45 NodeNODE 54.32.6 022-O-3.95 NodeNODE 51.62.4 023-I-3.05 NodeNODE 512 023-O-2.55 NodeNODE 37.11.8 024-I-1.73 NodeNODE 36.51.4 024-O-1.23 NodeNODE 36.11.2 026-1 NodeNODE 34.41.1 029-1 NodeNODE 32.81.1 036-1 NodeNODE 161.1 038-1 NodeNODE 13.91.1 139-1 NodeNODE 32.81.1 141-1 NodeNODE 32.61.1 401-2 Overhead SprinklerHEAD 6.9Open 25.60 2560.1 13.81.5 13.825.6 402-2 Overhead SprinklerHEAD 6.9Open 26.91.3 2560.105 15.11.5 13.825.6 403-2 Overhead SprinklerHEAD 6.9Open 38.112.5 2560.149 30.51.5 13.825.6 404-2 Overhead SprinklerHEAD 6.9Open 38.212.6 2560.149 30.71.5 13.825.6 W11.5 SupplySUPPLY -128.8 760 Date 5/6/2015 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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: 401 038 -2 -1 6.9 25.6 25.6 1 0.995 1x(us.90)=2.33 1 2.33 3.33 150 0.1753 13.8 -0.4 0.6 038 036 -1 -1 0 25.6 1 1.055 16 0 16 150 0.1318 13.9 0 2.1 036 029 -1 -1 26.9 52.5 1 1.055 1x(us.90)=3.11 1x(us.Tee-Br)=7.76 22.79 10.87 33.66 150 0.4975 16 0 16.7 029 026 -1 -1 0 52.5 1.5 1.527 1x(us.Tee-Br)=9.34 10.67 9.34 20.01 150 0.0822 32.8 0 1.6 026 024-O -1 -1.23 76.4 128.8 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.09 7.89 13.97 150 0.1141 34.4 0.1 1.6 024-O 024-I -1.23 -1.73 0 128.8 2 0 0.5 0 0.5 0 0.2577 36.1 0.2 0.1 Riser Manifold *** 024-I 023-O -1.73 -2.55 0 128.8 2 2.009 1x(coupling)=1.31 0.82 1.31 2.14 150 0.1141 36.5 0.4 0.2 023-O 023-I -2.55 -3.05 0 128.8 2 0 0.5 0 0.5 0 27.4607 37.1 0.2 13.7 Ames4000B *** 023-I 022-O -3.05 -3.95 0 128.8 2 2.009 1x(coupling)=1.31 0.9 1.31 2.21 150 0.1141 51 0.4 0.3 022-O 022-I -3.95 -4.45 0 128.8 2 0 0.5 0 0.5 0 4.8225 51.6 0.2 2.4 RSV-1 *** 022-I W1 -4.45 1.5 0 128.8 2 2.009 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 166.86 46.01 212.87 150 0.1141 54.3 -2.6 24.3 W1 76 2Path No: 402 036 -2 -1 6.9 26.9 26.9 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.1915 15.1 -0.4 1.3 036 16 Date 5/6/2015 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX PIPE INFORMATION 3Path No: 403 141 -2 -1 6.9 38.1 38.1 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.3666 30.5 -0.4 2.5 141 139 -1 -1 0 38.1 2 2.009 15.54 0 15.54 150 0.012 32.6 0 0.2 139 026 -1 -1 38.2 76.4 2 2.009 1x(us.Tee-Br)=13.15 24.04 13.15 37.19 150 0.0433 32.8 0 1.6 026 34.4 4Path No: 404 139 -2 -1 6.9 38.2 38.2 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.3686 30.7 -0.4 2.5 139 32.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The 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 19.25 ft/s occurs in the following pipe(s): (029-036) Date 5/6/2015 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 Flow, gpm05008001000150020002500 300035003647Pressure, psi160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 4; BFP Ref.: 368 (Ames4000B, Size = 2); Inlet Node: 023-I; Outlet Node: 023-O Flow, gpm0204060 80100120140160180200Pressure, psi16.38 15.38 14.38 13.38 12.38 11.38 10.38 9.38 8.38 7.38 6.38 5.38 4.38 3.38 2.38 1.38 0.38 13.7 psi @ 128.8 gpm Date 5/6/2015 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure Loss Function Design Area: 4; Valve Ref.: 367 (RSV-1, Size = 2); Inlet Node: 022-I; Outlet Node: 022-O Flow, gpm05710203040506070 90100110120130140150175200225250Pressure, psi3.46 2.96 2.46 1.96 1.46 0.96 0.46 2.4 psi @ 128.8 gpm Pressure Loss Function Design Area: 4; Valve Ref.: 369 (Riser Manifold, Size = 2); Inlet Node: 024-I; Outlet Node: 024-O Flow, gpm0 5001000Pressure, psi0.6 0.1 0.1 psi @ 128.8 gpm Date 5/6/2015 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.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) 5 UNIT B MAIN FLR DWELLING 0.1 1024 256 4 0 0 113.9 112.4 Wet 35.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for APRIL, 2015 Near Site W1 Project Name : NUGGET LANE DUPLEX Contract No. : Project Location: 4288 NUGGET LANE 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: VAIL FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 5/6/2015 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXDiagram for Design Area : 5(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 5/6/2015Page 37Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX Hydraulic Analysis for : 5 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) 0 140 3647 65 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) 113.9 0 0 113.9 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 112.4 113.9 N/A Sprinklers Other Date 5/6/2015 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 022-I-4.45 NodeNODE 95.62.6 022-O-3.95 NodeNODE 93.12.4 023-I-3.05 NodeNODE 92.52 023-O-2.55 NodeNODE 791.8 024-I-1.73 NodeNODE 78.41.4 024-O-1.23 NodeNODE 78.11.2 026-1 NodeNODE 76.71.1 04110 NodeNODE 58-3.7 05010 NodeNODE 26.7-3.7 05410 NodeNODE 22.2-3.7 05510 NodeNODE 22.1-3.7 05910 NodeNODE 18-3.7 06410 NodeNODE 25.8-3.7 06510 NodeNODE 14.7-3.7 06710 NodeNODE 13.7-3.7 07910 NodeNODE 23.4-3.7 5018 Overhead SprinklerHEAD 6.9Open 29.23.6 2560.114 17.9-2.8 13.825.6 5028 Overhead SprinklerHEAD 6.9Open 25.90.3 2560.101 14.1-2.8 13.825.6 5038 Overhead SprinklerHEAD 6.9Open 25.60 2560.1 13.8-2.8 13.825.6 5048 Overhead SprinklerHEAD 6.9Open 33.17.5 2560.129 23.1-2.8 13.825.6 W11.5 SupplySUPPLY -113.9 112.40 Date 5/6/2015 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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: 503 067 8 10 6.9 25.6 25.6 1 0.995 1x(us.90)=2.33 2 2.33 4.33 150 0.1753 13.8 -0.9 0.8 067 065 10 10 0 25.6 1 1.055 1x(us.90)=3.11 4.67 3.11 7.78 150 0.1318 13.7 0 1 065 054 10 10 25.9 51.5 1 1.055 1x(us.Tee-Br)=7.76 7.8 7.76 15.57 150 0.4817 14.7 0 7.5 054 050 10 10 29.2 80.7 1.25 1.291 10.92 0 10.92 150 0.4138 22.2 0 4.5 050 041 10 10 33.1 113.9 1.25 1.291 2x(us.Tee-Br)=13.1 1x(us.90)=3.27 23.65 16.37 40.02 150 0.7823 26.7 0 31.3 041 026 10 -1 0 113.9 1.5 1.527 2x(us.Tee-Br)=18.67 21.67 18.67 40.34 150 0.3454 58 4.8 13.9 026 024-O -1 -1.23 0 113.9 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.09 7.89 13.97 150 0.0908 76.7 0.1 1.3 024-O 024-I -1.23 -1.73 0 113.9 2 0 0.5 0 0.5 0 0.2278 78.1 0.2 0.1 Riser Manifold *** 024-I 023-O -1.73 -2.55 0 113.9 2 2.009 1x(coupling)=1.31 0.82 1.31 2.14 150 0.0908 78.4 0.4 0.2 023-O 023-I -2.55 -3.05 0 113.9 2 0 0.5 0 0.5 0 26.644 79 0.2 13.3 Ames4000B *** 023-I 022-O -3.05 -3.95 0 113.9 2 2.009 1x(coupling)=1.31 0.9 1.31 2.21 150 0.0908 92.5 0.4 0.2 022-O 022-I -3.95 -4.45 0 113.9 2 0 0.5 0 0.5 0 4.6364 93.1 0.2 2.3 RSV-1 *** 022-I W1 -4.45 1.5 0 113.9 2 2.009 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 166.86 46.01 212.87 150 0.0908 95.6 -2.6 19.3 W1 112.4 2Path No: 502 065 8 10 6.9 25.9 25.9 1 0.995 1x(us.Tee-Br)=5.84 2 5.84 7.84 150 0.1797 14.1 -0.9 1.4 065 14.7 Date 5/6/2015 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX PIPE INFORMATION 3Path No: 501 059 8 10 6.9 29.2 29.2 1 0.995 1x(us.90)=2.33 2 2.33 4.33 150 0.2236 17.9 -0.9 1 059 055 10 10 0 29.2 1 1.055 1x(us.Tee-Br)=7.76 16.8 7.76 24.57 150 0.1681 18 0 4.1 055 054 10 10 0 29.2 1.25 1.291 0.72 0 0.72 150 0.0629 22.1 0 0.0 054 22.2 4Path No: 504 079 8 10 6.9 33.1 33.1 1 0.995 1x(us.90)=2.33 2 2.33 4.33 150 0.2827 23.1 -0.9 1.2 079 064 10 10 0 33.1 1 1.055 1x(us.Tee-Br)=7.76 3.47 7.76 11.23 150 0.2126 23.4 0 2.4 064 050 10 10 0 33.1 1.25 1.291 1x(us.Tee-Br)=6.55 4.58 6.55 11.13 150 0.0795 25.8 0 0.9 050 26.7 * 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 27.91 ft/s occurs in the following pipe(s): (041-050) Date 5/6/2015 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure vs. Flow Function Design Area: 5; Supply Ref.: W1; Supply Name:W1 Flow, gpm05008001000150020002500 300035003647Pressure, psi160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 5; BFP Ref.: 368 (Ames4000B, Size = 2); Inlet Node: 023-I; Outlet Node: 023-O Flow, gpm0204060 80100120140160180200Pressure, psi16.38 15.38 14.38 13.38 12.38 11.38 10.38 9.38 8.38 7.38 6.38 5.38 4.38 3.38 2.38 1.38 0.38 13.3 psi @ 113.9 gpm Date 5/6/2015 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure Loss Function Design Area: 5; Valve Ref.: 367 (RSV-1, Size = 2); Inlet Node: 022-I; Outlet Node: 022-O Flow, gpm05710203040506070 90100110120130140150175200225250Pressure, psi3.46 2.96 2.46 1.96 1.46 0.96 0.46 2.3 psi @ 113.9 gpm Pressure Loss Function Design Area: 5; Valve Ref.: 369 (Riser Manifold, Size = 2); Inlet Node: 024-I; Outlet Node: 024-O Flow, gpm0 5001000Pressure, psi0.6 0.1 0.1 psi @ 113.9 gpm Date 5/6/2015 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.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) 6 UNIT B GREAT RM DWELLING 0.1 1024 256 4 0 0 114.3 129.1 Wet 38.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for APRIL, 2015 Near Site W1 Project Name : NUGGET LANE DUPLEX Contract No. : Project Location: 4288 NUGGET LANE 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: VAIL FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 5/6/2015 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXDiagram for Design Area : 6(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 5/6/2015Page 45Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX Hydraulic Analysis for : 6 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) 0 140 3647 65 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) 114.3 0 0 114.3 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 129.1 114.3 N/A Sprinklers Other Date 5/6/2015 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEXHydraulic Analysis for : 6SupplySystem DemandFlow, gpmPressure, psi1501401301201101009080706050403020100S1S251.02D1D20 1500 2000 2500 3000 3500 4000Date 5/6/2015Page 47Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX Hydraulic Analysis for : 6 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 140Supply point #1 - Static 3647S2 65Supply point #2 - Residual 0D1 7.6Elevation Pressure 114.3D2 129.1System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 119.7Supply139.9 10.7 114.3 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 601 6.9 0.1 25.6 13.8 0.136 25.434.8256Overhead Sprinkler 602 6.9 0.1 25.6 13.8 0.109 16.427.9256OverheadSprinkler 603 6.9 0.1 25.6 13.8 0.101 14.226256OverheadSprinkler 604 6.9 0.1 25.6 13.8 0.1 13.825.6256Overhead Sprinkler Date 5/6/2015 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Job : NUGGET LANE DUPLEX 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 60419 Overhead SprinklerHEAD 6.9Open 25.60 2560.1 13.8-7.6 13.825.6 60319 Overhead SprinklerHEAD 6.9Open 260.4 2560.101 14.2-7.6 13.825.6 60219 Overhead SprinklerHEAD 6.9Open 27.92.3 2560.109 16.4-7.6 13.825.6 60119 Overhead SprinklerHEAD 6.9Open 34.89.2 2560.136 25.4-7.6 13.825.6 07321.5 NodeNODE 13.5-8.7 07221.5 NodeNODE 14.6-8.7 07423.67 NodeNODE 15.9-9.6 07021.5 NodeNODE 18.8-8.7 05825.5 NodeNODE 25.4-10.4 06921.5 NodeNODE 25.4-8.7 06010 NodeNODE 40.7-3.7 05010 NodeNODE 43-3.7 04110 NodeNODE 74.5-3.7 026-1 NodeNODE 93.31.1 024-O-1.23 NodeNODE 94.71.2 024-I-1.73 NodeNODE 951.4 023-O-2.55 NodeNODE 95.61.8 023-I-3.05 NodeNODE 109.12 022-O-3.95 NodeNODE 109.72.4 022-I-4.45 NodeNODE 112.32.6 W11.5 SupplySUPPLY -114.3 129.10 Date 5/6/2015 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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: 604 073 19 21.5 6.9 25.6 25.6 1 0.995 1x(us.90)=2.33 2.5 2.33 4.83 150 0.1753 13.8 -1.1 0.8 073 072 21.5 21.5 0 25.6 1 1.055 8 0 8 150 0.1318 13.5 0 1.1 072 070 21.5 21.5 26 51.6 1 1.055 1x(us.90)=3.11 5.68 3.11 8.78 150 0.4821 14.6 0 4.2 070 069 21.5 21.5 27.9 79.5 1 1.055 1x(us.90)=3.11 3 3.11 6.1 150 1.0751 18.8 0 6.6 069 050 21.5 10 0 79.5 1.25 1.291 1x(us.Tee-Br)=6.55 1x(us.90)=3.27 21.58 9.82 31.4 150 0.4022 25.4 5 12.6 050 041 10 10 34.8 114.3 1.25 1.291 2x(us.Tee-Br)=13.1 1x(us.90)=3.27 23.65 16.37 40.02 150 0.7878 43 0 31.5 041 026 10 -1 0 114.3 1.5 1.527 2x(us.Tee-Br)=18.67 21.67 18.67 40.34 150 0.3478 74.5 4.8 14 026 024-O -1 -1.23 0 114.3 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.09 7.89 13.97 150 0.0914 93.3 0.1 1.3 024-O 024-I -1.23 -1.73 0 114.3 2 0 0.5 0 0.5 0 0.2286 94.7 0.2 0.1 Riser Manifold *** 024-I 023-O -1.73 -2.55 0 114.3 2 2.009 1x(coupling)=1.31 0.82 1.31 2.14 150 0.0914 95 0.4 0.2 023-O 023-I -2.55 -3.05 0 114.3 2 0 0.5 0 0.5 0 26.6692 95.6 0.2 13.3 Ames4000B *** 023-I 022-O -3.05 -3.95 0 114.3 2 2.009 1x(coupling)=1.31 0.9 1.31 2.21 150 0.0914 109.1 0.4 0.2 022-O 022-I -3.95 -4.45 0 114.3 2 0 0.5 0 0.5 0 4.6405 109.7 0.2 2.3 RSV-1 *** 022-I W1 -4.45 1.5 0 114.3 2 2.009 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 166.86 46.01 212.87 150 0.0914 112.3 -2.6 19.5 W1 129.1 2Path No: 603 072 19 21.5 6.9 26 26 1 0.995 1x(us.Tee-Br)=5.84 2.5 5.84 8.34 150 0.18 14.2 -1.1 1.5 072 14.6 Date 5/6/2015 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Hydraulic CalculationsJob : NUGGET LANE DUPLEX 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 3Path No: 602 074 19 23.67 6.9 27.9 27.9 1 0.995 1x(us.90)=2.33 5.27 2.33 7.6 150 0.2062 16.4 -2 1.6 074 070 23.67 21.5 0 27.9 1 1.055 1x(us.Tee-Br)=7.76 4.68 7.76 12.44 150 0.155 15.9 0.9 1.9 070 18.8 4Path No: 601 058 19 25.5 6.9 34.8 34.8 1 0.995 1x(us.90)=2.33 6.5 2.33 8.83 150 0.3095 25.4 -2.8 2.7 058 060 25.5 10 0 34.8 1 1.055 2x(us.90)=6.21 30.84 6.21 37.05 150 0.2327 25.4 6.7 8.6 060 050 10 10 0 34.8 1.25 1.291 1x(us.Tee-Br)=6.55 19.9 6.55 26.45 150 0.0871 40.7 0 2.3 050 43 * 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 29.18 ft/s occurs in the following pipe(s): (069-070) Date 5/6/2015 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure vs. Flow Function Design Area: 6; Supply Ref.: W1; Supply Name:W1 Flow, gpm05008001000150020002500 300035003647Pressure, psi160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 6; BFP Ref.: 368 (Ames4000B, Size = 2); Inlet Node: 023-I; Outlet Node: 023-O Flow, gpm0204060 80100120140160180200Pressure, psi16.38 15.38 14.38 13.38 12.38 11.38 10.38 9.38 8.38 7.38 6.38 5.38 4.38 3.38 2.38 1.38 0.38 13.3 psi @ 114.3 gpm Date 5/6/2015 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg Device GraphsJob : NUGGET LANE DUPLEX Pressure Loss Function Design Area: 6; Valve Ref.: 367 (RSV-1, Size = 2); Inlet Node: 022-I; Outlet Node: 022-O Flow, gpm05710203040506070 90100110120130140150175200225250Pressure, psi3.46 2.96 2.46 1.96 1.46 0.96 0.46 2.3 psi @ 114.3 gpm Pressure Loss Function Design Area: 6; Valve Ref.: 369 (Riser Manifold, Size = 2); Inlet Node: 024-I; Outlet Node: 024-O Flow, gpm0 5001000Pressure, psi0.6 0.1 0.1 psi @ 114.3 gpm Date 5/6/2015 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - 4288 nugget lane\NUGG.dwg WATER FLOW TEST REPORT PROJECT NAME:JOB # HYDRANT # & LOCATION: DATE:4/1/2015 TEST BY:Day or Week:FRI TIME OF DAY:Noon MIN. OF FLOW: WATER SUPPLIED BY:FLOW TEST PURPOSE OF TEST: DATA FLOW HYDRANT(S)A1 A2 A3 SIZE OPENING:4.5 0 COEFFICIENT:0.9 0 PITOT READING:45 0 GPM:3647 0 0 TOTAL FLOW DURING TEST:3647 GPM STATIC READING:150 PSI RESIDUAL:75 PSI RESULTS:AT 20 PSI RESIDUAL 4908 GPM AT 0 PSI 5303 GPM ESTIMATED CONSUMPTION:3647 GAL. REMARKS: NUGGET LANE DUPLEX PAS Near Site FIRE FLOW 0 3647 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 500 1000 1500 2000 2500 3000 3500 4000Pressure, psig Flow, gpm Worldwide Contacts www.tyco-fire.com RAPID RESPONSE Series LFII Residential Sprinklers 6.9 K-factor, Pendent/Recessed Pendent/Concealed, NFPA 13 Optimized Wet Pipe Systems Page 1 of 8 APRIL 2013 TFP408 Worldwide Contacts www.tyco-fire.com General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are decorative, fast response, frangible bulb sprin-klers designed for use in residential occupancies such as homes, apart-ments, dormitories, and hotels. When enhanced flow characteristics for resi-dential portions of any occupancy per NFPA 13 is the major consideration, the Series LFII (TY4234) should be the first choice. When higher flow demands are re-quired for residential sprinklers used in an NFPA 13 design, the large 6.9 K-factor of the Series LFII (TY4234) is an attractive choice. Although mostly intended where residential sprinklers are to be used in an NFPA 13 design, the Series LFII (TY4234) can also be used in wet pipe residential sprin-kler systems for one- and two-fam-ily dwellings and mobile homes per NFPA 13D, and wet pipe residential sprinkler systems for residential occu-pancies up to and including four sto-ries in height per NFPA 13R. The recessed version of the sprinkler is intended for use in areas with fin-ished ceilings. It employs a two-piece Style 30 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total ad-justment from the flush mounting sur-face position. The adjustment pro-vided by the Recessed Escutcheon or Concealed Cover Plate provides a measure of flexibility with regard to which the length of fixed pipe drops to the sprinklers must be cut. The concealed version utilizes a cov-er plate assembly that conceals the sprinkler operating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assemblies allows installation of the sprinklers and pressure testing of the fire protection system prior to the installation of the ceiling or application of a finish coating. Also, the separable “push-on and thread-off” two-piece design of the concealed version provides for 1/2 inch (12,7 mm ) of vertical adjustment. The Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers have been de-signed with heat sensitivity and water distribution characteristics proven to help in the control of residential fires and to improve the chance for occu-pants to escape or be evacuated. The Series LFII Residential Concealed Pendent Sprinklers (TY4234) are shipped with a Disposable Protective Cap. The Protective Cap is temporar-ily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is being installed or finished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When ceiling installation is com-plete, the Protective Cap must be re-moved and the Cover Plate Assem-bly installed. The Protective Cap must be removed to ensure proper perfor-mance of the sprinklers. NOTICE The Series LFII (TY4234) Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers de-scribed herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Pro-tection Association, in addition to the standards of any authorities having ju- IMPORTANTAlways refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and instal-lation of sprinkler systems and com-ponents. Improper handling and in-stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain-ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. TFP408 Page 2 of 8 CROSS SECTION PENDENT RECESSED PENDENT (38,1 mm)1-1/2" PLATE SEATING ESCUTCHEON Button2- Sealing AssemblyBulb Screw Compression Deector Deector. indicated on rating isTemperature* -5 6 - 34 -- * * 6 5 4 2 3 1 Frame Components: 1 - NOMINALMAKE-IN 1/2" (12,7 mm) NPT 3/4" STYLE 30 ESCUTCHEONRECESSEDWRENCH (57,2 mm)2-1/4" FLATS SURFACE (73,0 mm)2-7/8" DIA. 7 Ejection Spring-7 FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) 2-1/4" DIA.(57,2 mm) (73,0 mm)2-7/8" DIA. TY4234 SPRINKLER MOUNTING CLOSURE SURFACE FACE OF FITTING (12,7±3,2 mm)1/2±1/8" (3,2 mm) 1-1/8" (28,6 mm) 1-3/8" (34,9 mm) PLATE MOUNTING 1/8" 1/4" (6,4 mm) 1/2" (12,7 mm) FIGURE 2 STYLE 30 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER (TY4234) WRENCH RECESS(END "B" USEDFOR TY4234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH RECESS WRENCH WITH SPRINKLER ENGAGEMENTIN TO ENSURE WRENCHING AREA PUSH WRENCH FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP408 Page 3 of 8 SPRINKLERTHREADED3/4" 3-5/16" DIA.(84,1 mm) ASSEMBLY SPRINKLER- SUPPORT CUPRETAINER ASSEMBLY COVER- NPT (25,4 mm)1" MOUNTINGSURFACE ADJUSTMENT 3/32" GAP(2,4 mm)1-1/8"±1/4" ±6,4 mm)(28,6 mm FITTING (63,5 mm)2-1/2" DIA. 1/2" (12,7 mm)FACE OF ASSEMBLY PROTECTIVE CAPTIP 7/8" (22,2 mm) 3/8" (9,5 mm) COVER PLATERETAINER OPERATED SPRINKLER SPRINKLER- SUPPORT CUP FIGURE 6 DOMED CONCEALED COVER FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (Shown with Protective Cap) SPRINKLER/SUPPORT CUPASSEMBLY COVER PLATE/RETAINER ASSEMBLY SUPPORT CUP SOLDERTABS (3) CEILING SURFACE IS FLUSH WITH UNTIL MOUNTING THREAD INTO SPRINKLER STRAP (SEE INSTALLATION SECTION) WITH THREAD PLATE COVER SPRINGEJECTION TABS RETAINER CUP WITH SUPPORT THREADSROLL FORMED FIGURE 5 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (Shown with Sprinkler Strap) TFP408 Page 4 of 8 Sprinkler Identification Number (SIN) TY4234 Technical Data Approvals UL and C-UL Listed NSF Certified to NSF/ANSI 61 NYC Approved under MEA 44-03-E-2. FM Approved (Pendent and Recessed Pendent Only) The Series LFII Concealed Pendent Sprinklers are only listed and ap-proved with the Series LFII Concealed Cover Plates having a factory applied finish. For details on these approvals, refer to the Design Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=6.9 GPM/psi1/2 (99,4 LPM/bar1/2) Pipe Thread Connection: 3/4 NPT Sprinkler Temperature Rating • Pendent and Recessed Pendent: 155°F (68°C) or 175°F (79°C) • Concealed Pendent: 155°F (68°C) w/139°F (59°C) Cover Plate* 175°F (79°C) w/139°F (59°C) Cover Plate* *Suitable for use with maximum 100°F (38°C) ceiling temperature. Finishes • Sprinkler: Natural Brass, Pure or Signal White, or Chrome Plated • Recessed Escutcheon: Brass, Pure or Signal White, or Chrome • Concealed Cover Plate: Refer to Ordering Procedure section. Physical CharacteristicsFrame. . . . . . . . . . . . . . . . . . . . . . . . . . . . . BrassButton. . . . . . . . . . . . . . . . . . . . . . . . . . . .CopperSealing Assembly ................Beryllium Nickel w/TEFLONBulb . . . . . . . . . . . . . . . . . . . . . . . . . 3 mm GlassCompression Screw ................BronzeDeflector. . . . . . . . . . . . . . . . . . . . . . . . . . BronzeEjection Spring. . . . . . . . . . . . . . .Stainless SteelSupport Cup . . . . . . . . . . . . . . . . . . . . . . . .SteelCover Plate. . . . . . . . . . . . . . . . . . . . . . . . . BrassRetainer . . . . . . . . . . . . . . . . . . . . . . . . . . . BrassCover Plate Ejection Spring.....Stainless Steel Design Criteria UL AND C-UL LISTING CRITERIA The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are UL and C-UL Listed for installation in accordance with the following criteria. Residential Sprinkler Design GuideWhen conditions exist that are outside the scope of the provided criteria, re-fer to the Residential Sprinkler Design Guide TFP490 for the manufacturer’s recommendations that may be ac-ceptable to the local authority having jurisdiction. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA Max. Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Pendent and Recessed Pendent Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) Ordinary Temp. Rating 155°F (68°C)Intermediate Temp. Rating 175°F (79°C) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI (bar) 12 x 12 (3,7 x 3,7)12 (3,7)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52) Smooth Ceilings 1-1/4 to 4 inches Beamed Ceilings per NFPA 13D, 13R, or 13 Pendent and Recessed Pendent 1-1/4 to 1-3/4 inches below bottom of beam. Recessed using Style 30 Escutcheon or non-recessed per NFPA 13D, 13R, or 13 8(2,4) 14 x 14 (4,3 x 4,3)14 (4,3)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52) 16 x 16 (4,9 x 4,9)16 (4,9)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52) 18 x 18 (5,5 x 5,5)18 (5,5)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52) 20 x 20 (6,1 x 6,1)20 (6,1)22 (83,3)10.2 (0,70)22 (83,3)10.2 (0,70) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nomi- nal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TFP408 Page 5 of 8 TABLE B WET PIPE SYSTEM SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLERS (TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA Max. Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Concealed Pendent Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) Ordinary Temp. Rating 155°F (68°C)Intermediate Temp. Rating 175°F (79°C) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI (bar) 12 x 12 (3,7 x 3,7)12 (3,7)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52)Smooth Ceilings 3/8 to 7/8 inches. Beamed Ceilings per NFPA 13D, 13R, or 13 installed in beam 3/8 to 7/8 inches below bottom of beam Concealed 8(2,4) 14 x 14 (4,3 x 4,3)14 (4,3)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52) 16 x 16 (4,9 x 4,9)16 (4,9)19 (71,9)7.6 (0,52)19 (71,9)7.6 (0,52) 18 x 18 (5,5 x 5,5)18 (5,5)21 (79,5)9.3 (0,64)21 (79,5)9.3 (0,64) 20 x 20 (6,1 x 6,1)20 (6,1)24 (90,8)12.1 (0,83)24 (90,8)12.1 (0,83) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nomi- nal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. System TypeOnly wet pipe systems may be utilized. Ceiling TypesSmooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R)The minimum required sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tables A and B as a function of tempera-ture rating and the maximum allow-able coverage areas. The sprinkler flow rate is the minimum required dis-charge from each of the total number of “design sprinklers” as specified in NFPA 13D or NFPA 13R. Hydraulic Design(NFPA 13)For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis-charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A and B for NFPA 13D and 13R as a func-tion of temperature rating and the maximum allowable coverage area • A minimum discharge of 0.1 gpm/ft2. over the “design area” comprised of the four most hydraulically demand-ing sprinklers for the actual cover-age areas being protected by the four sprinklers Example No. 1: A corridor being pro-tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Residential Pendent Sprinkler, the flow rate provided in Table A and B for a 20 ft. x 20 ft. cov-erage area is 22 GPM. However based on minimum discharge of 0.1 gpm/ft2. the flow rate would be 16 GPM. In this case a minimum flow rate of 22 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con-sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Res-idential Pendent Sprinkler, the flow rate provided in Table A for a 20 ft. x 20 ft. coverage area is 22 GPM. How-ever based on minimum discharge of 0.1 gpm/ft2. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprinkler must be utilized. Obstruction to Water DistributionSprinklers are to be located in accor-dance with the obstruction rules of NFPA 13D, 13R, and 13 as applica-ble for residential sprinklers as well as with the obstruction criteria described within the TYCO Technical Data Sheet TFP490. Operational SensitivitySprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches or in the recessed position using only the Style 30 escutcheon as shown in Figure 2. For concealed pendent sprinkler in-stallations, the sprinklers relative to the ceiling mounting surface are to be installed per Figure 6. The concealed pendent sprinkler must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. TFP408 Page 6 of 8 Sprinkler SpacingThe minimum spacing between sprin-klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Tables A and B) being hy-draulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. cov-erage area). FM APPROVAL CRITERIA The Series LFII (TY4234) Residen-tial Pendent and Recessed Pendent Sprinklers are FM Approved for in-stallation in accordance with the ap-plicable Factory Mutual Loss Pre-vention Data Sheet FM 2-5. Criteria provided by FM may differ from UL and/or NFPA, therefore the design-er should review and become famil-iar with Factory Mutiual requirements before proceeding with design. The following information pertaining to System Type, Hydraulic Design, and Sprinkler spacing are provided for ref-erence and are not intended to pro-vide complete installation criteria as provide in the applicable Factory Mu-tual Loss Prevention Data Sheet. Residential Sprinkler Design GuideWhen conditions exist that are outside the scope of the provided criteria, re-fer to the Residential Sprinkler Design Guide TFP490 for the manufacturer’s recommendations that may be ac-ceptable to the local authority having jurisdiction. System TypeOnly wet pipe systems may be utilized. Hydraulic DesignThe number of design sprinklers is to be the greater of the four most hy-draulically demanding sprinklers, or 1500 sq. ft. as per FM Data Sheet 2-5. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table C as a function of the maximum allowable coverage area • A minimum discharge of 0.1 gpm/ft2. over the “design area” comprised of the four most hydraulically demand-ing sprinklers for the actual cover-age areas being protected by the four sprinklers Example No. 1: A corridor being pro-tected is 10 ft. wide; consequently, an actual coverage area of 10 ft. x 20 ft. is being contemplated. Based on us-ing the LFII (TY4234) Residential Pen- TABLE C FM APPROVAL WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) HYDRAULIC DESIGN CRITERIA Max. Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Ordinary Temp. Rating 155°F (68°C)Intermediate Temp. Rating 175°F (79°C)Deflector to Ceiling Installation Type Minimum Spacing Ft. (m)Flow GPM (L/min) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI (bar) 12 x 12 (3,7 x 3,7)12 (3,7)20 (75,7)8.4 (0,58)20 (75,7)8.4 (0,58) Smooth Ceilings 1-1/4 to 4 inches Beamed Ceilings 1-1/4 to 1-3/4 inches below bottom of beam. Recessed using Style 30 Escutcheon or non-recessed 8(2,4) 14 x 14 (4,3 x 4,3)14 (4,3)20 (75,7)8.4 (0,58)20 (75,7)8.4 (0,58) 16 x 16 (4,9 x 4,9)16 (4,9)20 (75,7)8.4 (0,58)20 (75,7)8.4 (0,58) 18 x 18 (5,5 x 5,5)18 (5,5)20 (75,7)8.4 (0,58)20 (75,7)8.4 (0,58) 20 x 20 (6,1 x 6,1)20 (6,1)23 (87,1)11.1 (0,76)23 (87,1)11.1 (0,76) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nomi-nal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For FM residential applications, the greater of 0.1 gpm/ft2 over the design area (i.e., SxL) or the flow in accordance with the criteria in this table must be used. dent Sprinkler, the flow rate provided in Table C for a 20 ft. x 20 ft. cover-age area is 23 GPM. However, based on minimum discharge of 0.1 gpm/ft2, the flow rate would be 20 GPM. In this case, a minimum flow rate of 23 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con-sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Res-idential Pendent Sprinkler, the flow rate provided in Table C for a 20 ft. x 20 ft. coverage area is 23 GPM. How-ever, based on minimum discharge of 0.1 gpm/ft2, the flow rate would be 24 GPM. In this case, a minimum flow rate of 24 GPM for this design sprin-kler must be utilized. (In no case shall the design pressure be less than 7 psi.) Sprinkler SpacingThe minimum spacing between sprin-klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table C) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). TFP408 Page 7 of 8 Operation For pendent and recessed pendent sprinklers, the glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. For the concealed pendent sprinkler, the cover plate which is soldered to the support cup at three places, first falls away when exposed to heat from a fire. The sprinkler then operates sim-ilar to pendent and recessed pendent sprinklers described above. Installation The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) must be installed in accordance with this section. General InstructionsDo not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin-kler held horizontally, a small air bub-ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin-kler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for in-sufficient adjustment in an Escutch-eon Plate by under or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent SprinklersThe Series LFII Residential Pendent Sprinklers must be installed in accordance with the Steps 1P through 3P. Step 1P. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2P. With pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. The sprinkler has been provided with a Sprinkler Strap similar to that shown in Figure 5 for the concealed sprinkler assembly. Refer to NFPA 13 for guid-ance regarding removal of protective straps and caps. As long as the Sprin-kler Strap remains in place, the system is considered to be “Out Of Service”. Step 3P. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref-erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Series LFII Residential Recessed Pendent SprinklersThe Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with Steps 1R through 4R. Step 1R. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2R. After installing the Style 30 Mounting Plate over the sprinkler threads and with pipe thread seal-ant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. The recessed sprinkler has been pro-vided with a Sprinkler Strap similar to that shown in Figure 5 for the con-cealed sprinkler assembly. Refer to NFPA 13 for guidance regarding re-moval of protective straps and caps. As long as the Sprinkler Strap remains in place, the system is considered to be “Out Of Service”. Step 3R. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprin-kler Wrench to the sprinkler wrench flats. Step 4R. After the ceiling has been installed or the finish coat has been applied, slide on the Style 30 Clo-sure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Series LFII Residential Concealed Pendent SprinklersThe Series LFII Residential Concealed Pendent Sprinklers must be installed in accordance with Steps 1C through 6C. Step 1C. Install the sprinkler in the pendent position and with the center-line of the sprinkler perpendicular to the mounting surface. Step 2C. Remove the Protective Cap. Refer to NFPA 13 for guidance regard-ing removal of protective straps and caps Step 3C. With pipe thread sealant applied to the pipe threads, and us-ing the W-Type 7 Wrench shown in Figure 4, install and tighten the Sprin-kler/Support Cup Assembly into the fitting. The W-Type 7 Wrench will accept a 1/2 inch ratchet drive. Step 4C. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Pro-tective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently push-ing the ceiling material against the center point of the Cap. As long as the Sprinkler Strap (Fig. 5) or the Protective Cap (Fig. 6) remains in place, the system is considered to be “Out Of Service”. Step 5C. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep-aration for installing the Cover Plate/Retainer Assembly, remove and dis-card the Protective Cap and the Sprin-kler Strap. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Step 6C. Push the Cover Plate/Re-tainer Assembly into the Support Cup, and as necessary, make the final ad-justment of the Cover Plate with re-spect to the ceiling by turning the Cover Plate/Retainer Assembly clock-wise until its flange just comes in con-tact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by unscrewing in a counter-clockwise direction. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer As-sembly cannot be engaged sufficient-ly to contact the ceiling, the Sprinkler Fitting must be repositioned. TFP408 Page 8 of 8 Copyright © 2013 Tyco Fire Products, LP. All rights reserved.TEFLON is trademark of The DuPont Corporation. GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) must be main-tained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys-tem from the proper authorities and notify all personnel who may be affect-ed by this action. Absence of a Cover Plate can de-lay the sprinkler operation in a fire situation. The owner must assure that the sprin-klers are not used for hanging any ob-jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non-operation in the event of a fire or inad-vertent operation may result. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap be-tween the lip of the Cover Plate and the ceiling, as shown in Figure 6. This air gap is necessary for proper opera-tion of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling needs repainting after sprinkler installation, exercise care to ensure that the new paint does not seal off any of the air gap. Failure to do so may impair sprin-kler operation. Factory painted Cover Plates must not be repainted. They should be re-placed, if necessary, by factory paint-ed units. Non-factory applied paint may adversely delay or prevent sprin-kler operation in the event of a fire. Do not pull the Cover Plate relative to the Retainer. Separation may result. Sprinklers which are found to be leak-ing or exhibiting visible signs of corro-sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other-wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam-age to the sprinklers - before, during, and after installation. Sprinklers dam-aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa-tion Section.) The owner is responsible for the in-spection, testing, and maintenance of their fire protection system and devic-es in compliance with this document, as well as with the applicable stan-dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori-ties having jurisdiction. Contact the in-stalling contractor or sprinkler manu-facturer regarding any questions. Automatic sprinkler systems are rec-ommended to be inspected, tested, and maintained by a qualified Inspec-tion Service in accordance with local requirements and/or national codes. Ordering Procedure Contact your local distributor for avail-ability. When placing an order, indi-cate the full product name and Part Number (P/N). • For pendent sprinkler, order pendent sprinkler assembly plus sprinkler wrench. • For recessed pendent sprinkler, or-der pendent sprinkler assembly plus separately ordered recessed es-cutcheon plus sprinkler wrench. • For concealed pendent sprinkler, order concealed pendent sprinkler assembly plus separately ordered cover plate assembly plus sprinkler wrench. Pendent Sprinkler AssemblySpecify: Series LFII (TY4234), K=6.9, Residential Pendent Sprinkler, (speci-fy) temperature rating, (specify) finish, P/N (specify). 155°F (68°C) Natural Brass..............P/N 51-069-1-155 Pure White (RAL9010) (a) ....P/N 51-069-3-155 Signal White (RAL9003).....P/N 51-069-4-155 Chrome Plated............P/N 51-069-9-155 175°F (79°C) Natural Brass..............P/N 51-069-1-175 Pure White (RAL9010) (a)....P/N 51-069-3-175 Signal White (RAL9003).....P/N 51-069-4-175 Chrome Plated............P/N 51-069-9-175 (a) Eastern Hemisphere sales only. Concealed Pendent Sprinkler Assembly:Specify: Series LFII (TY4234), K=6.9, Residential Concealed Pendent Sprin-kler, (specify) temperature rating without Cover Plate Assembly, P/N (specify). 155°F (68°C)...............P/N 51-068-1-155 175°F (79°C)...............P/N 51-068-1-175 Separately Ordered Recessed Escutcheon:Specify: Style 30 Recessed Es-cutcheon with (specify*) finish, P/N (specify*). *Refer to Technical Data Sheet TFP770. Separately Ordered Cover Plate Assembly:Specify: 139°F (58°C), Cover Plate As-sembly having a (specify) finish for the Series LFII (TY4234), K=6.9, Residen-tial Concealed Pendent Sprinkler, P/N (specify). Grey White (RAL9002)......P/N 56-873-0-135 Pure White (RAL 9010) (a) ...P/N 56-873-3-135 Signal White (RAL 9003) ....P/N 56-873-4-135 Chrome..................P/N 56-873-9-135 Custom .................P/N 56-873-X-135 (a) Eastern Hemisphere sales only. Separately Ordered Sprinkler Wrench:Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. (For pendent sprinklers.) Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. (For recessed pen-dent sprinklers and concealed pen-dent sprinklers.) Worldwide Contacts www.tyco-fire.com vided by the Recessed Escutcheon re-duces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY4334) has been de-signed with heat sensitivity and water distribution characteristics proven to help in the control of residential fires and to improve the chance for occu-pants to escape or be evacuated. NOTICE The Series LFII (TY4334) Residen-tial Horizontal Sidewall Sprinklers de-scribed herein must be installed and maintained in compliance with this document, as well as with the appli-cable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain-ing their fire protection system and de-vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY4334 Technical Data Approvals: UL and C-UL ListedNSF Certified to NSF/ANSI 61FM Approved For details on approvals, refer to the Design Criteria section. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 5.8 GPM/psi1/2 (83,5 LPM/bar1/2) General Description The TYCO RAPID RESPONSE Series LFII (TY4334) Residential Horizontal Sidewall Sprinklers are decorative, fast response, frangible bulb sprinklers de-signed for use in residential occupan-cies such as homes, apartments, dor-mitories, and hotels. When enhanced flow characteristics for residential portions of any occupancy per NFPA 13 is the major consideration, the Se-ries LFII (TY4334) should be the first choice. When higher flow demands are re-quired for residential sprinklers used in an NFPA 13 design, the large 5.8 K-factor of the Series LFII (TY4334) is an attractive choice. Although mostly intended where residential sprinklers are to be used in an NFPA 13 design, the Series LFII (TY4334) can also be used in wet pipe residential sprinkler systems for one- and two-family dwell-ings and mobile homes per NFPA 13D, and wet pipe residential sprinkler sys-tems for residential occupancies up to and including four stories in height per NFPA 13R. The recessed version of the Series LFII (TY4334) is intended for use in areas with finished walls. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjust-ment or up to 1/2 inch (12,7 mm) of to-tal adjustment from the flush mounting surface position. The adjustment pro- Temperature Rating: 155°F (68°C) or 175°F (79°C) Finishes:Signal WhiteChrome PlatedNatural Brass Physical Characteristics: Frame ....................BrassButton...................BronzeSealing Assembly.........Beryllium Nickel w/TEFLONBulb .............3 mm dia. GlassCompression Screw. . . . . . . . BronzeDeflector..................BrassEjection Spring. . . . . . Stainless Steel IMPORTANT Always refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 APRIL 2013 TFP417 RAPID RESPONSE Series LFII Residential Sprinklers 5.8 K-factor Horizontal Sidewall, NFPA 13 Optimized Wet Pipe Systems Worldwide Contacts www.tyco-fire.com Sealing-3 5 4 * 6 Compression of Deector. is indicated on topTemperature rating Bulb Deector- - - * 1 Components: 2 ButtonFrame--TOPWRENCH STYLE 20 RECESSED ESCUTCHEON FLATS 2-7/8" DIA. RECESSED (73,0 mm)5 NOMINAL PLATE SEATING SURFACE ESCUTCHEON 1/2" NPT MAKE-IN CENTERLINE OF WATERWAY 7/16" (11,1 mm) (57,2 mm) (41,3 mm) DEFLECTOR BOSS (9,5 mm)3/8" END-OF- 2-1/4" 1-5/8" DEFLECTOR TOP-OF- FLATSWRENCH Ejection Spring7-4 3 7 6* 1 2 Assembly Screw FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS (TY4334) 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) MOUNTING PLATE TY4334 MOUNTING SURFACE CLOSURE (73,0 mm) 1/2" (12,7 mm) (57,2 mm)2-1/4" DIA. 1/4" (6,4 mm) 1/8"(3,2 mm) (11,1±3,2 mm) SPRINKLER FITTING FACE OF 7/16±1/8" 2-7/8" DIA. BOSS END-OF- DEFLECTOR TOP-OF-DEFLECTOR 3/8"(9,5 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER (TY4334) WRENCH RECESS(END "A" USED FOR TY4334) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH RECESSWRENCH WITH SPRINKLER ENGAGEMENTIN TO ENSURE WRENCHING AREA PUSH WRENCH FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP417Page 2 of 6 Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to ac-tivate and water to flow. Design Criteria UL AND C-UL LISTING CRITERIA The TYCO RAPID RESPONSE Series LFII (TY4334) Residential Horizontal Sidewall Sprinklers are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design GuideWhen conditions exist that are outside the scope of the provided criteria, re-fer to the Residential Sprinkler Design Guide TFP490 for the manufacturer’s recommendations that may be ac-ceptable to the local authority having jurisdiction. System TypeOnly wet pipe systems may be utilized. Ceiling TypesSmooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design(NFPA 13D and 13R)For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rate are given in Table A as a function of temperature rating and the maximum allowable coverage ar-eas. The sprinkler flow rate is the mini-mum required discharge from each of the total number of “design sprinklers” as specified in NFPA 13D or NFPA 13R. Hydraulic Design(NFPA 13)For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis-charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the “design area” comprised of the four most hydraulically demand-ing sprinklers for the actual coverage areas being protected by the four sprinklers. Example No. 1: A corridor being pro-tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on us-ing the LFII (TY4334) Residential Hor-izontal Sidewall Sprinklers, the flow rate provided in Table A for a 16 ft x 20 ft. coverage area is 29 GPM. How-ever based on minimum discharge of 0.1 gpm/ft2 the flow rate would be 16 GPM. In this case a minimum flow rate of 29 GPM for this design sprinkler must be utilized. Example No. 2: The room being pro-tected is 16 x 16 ft.. Based on using the LFII (TY4334) Residential Hori-zontal Sidewall Sprinklers, the flow rate provided in Table A for a 16 ft. x 16 ft. coverage area is 21 GPM. How-ever based on minimum discharge of 0.1 gpm/ft2 the flow rate would be 26 GPM. In this case a minimum flow rate of 26 GPM for this design sprinkler must be utilized. Obstruction To Water Distribution Sprinklers are to be located in accor-dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the TYCO Technical Data Sheet TFP490. Operational SensitivityThe sprinklers are to be installed with an end-of-deflector-boss to wall dis-tance of 1-1/4 to 6 inches. In addition the top-of-deflector-to-ceiling distance is to be within the range (Ref. Table A) being hydraulically calculated. Sprinkler SpacingThe minimum spacing between sprin-klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot ex-ceed the width of the coverage area (Ref. Table A) being hydraulically cal-culated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 16 feet for a 16 ft. x 20 ft. coverage area). FM APPROVAL CRITERIA The Series LFII (TY4334) Residen-tial Horizontal Sidewall Sprinklers are FM Approved for installation in accor-dance with the applicable Factory Mu-tual Loss Prevention Data Sheet FM 2-5. Criteria provided by FM may dif-fer for UL and/or NFPA, therefore the designer should review and become familiar with Factory Mutual require-ments before proceeding with design. The following information pertaining to System Type, Hydraulic Design, and Sprinkler spacing are provided for ref-erence and are not intended to provide complete installation criteria as pro-vided in the applicable Factory Mutual Loss Prevention Data Sheet. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, re-fer to the Residential Sprinkler Design Guide TFP490 for the manufacturer’s recommendations that may be ac-ceptable to the local authority having jurisdiction. System TypeOnly wet pipe systems may be utilized. Hydraulic DesignThe number of design sprinklers is to be the four most hydraulically de-manding sprinklers. The minimum re-quired discharge from each of the four sprinklers is to be greater than the following: • The flow rates given in Table B as a function of the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the “design area” comprised of the four most hydraulically demand-ing sprinklers for the actual coverage areas being protected by the four sprinklers. Example No. 1: A corridor being pro-tected is 10 ft. wide; LFII Sidewall Sprinklers are being installed at 16 ft. apart along the corridor. Consequent-ly, an actual coverage area of 10 ft. x 16 ft. is being contemplated. Based on using the LFII (TY4334) Residential Horizontal Sidewall Sprinklers, the flow rate provided in Table B for a 16 ft x 20 ft. coverage area is 32 GPM. How-ever based on minimum discharge of 0.1 gpm/ft2 the flow rate would be 16 GPM. In this case a minimum flow rate of 24 GPM for this design sprinkler must be utilized. Example No. 2: The room being pro-tected is 16 x 16 ft.. Based on using the LFII (TY4334) Residential Horizontal Sidewall Sprinklers, the flow rate pro-vided in Table B for a 16 ft x 16 ft. cov-erage area is 24 GPM. However based on minimum discharge of 0.1 gpm/ft2 the flow rate would be 26 GPM. In this case a minimum flow rate of 26 GPM for this design sprinkler must be uti-lized (in no case shall the design pres-sure be less than 7 psi). Sprinkler Spacing.The minimum spacing between sprin-klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot ex-ceed the width of the coverage area (Ref. Table B) being hydraulically cal-culated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 16 feet for a 16 ft. x 20 ft. coverage area). TFP417 Page 3 of 6 TABLE A WET PIPE SYSTEM UL AND C-UL LISTED SERIES LFII RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS (TY4334) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Max. Coverage Area (a) Width x Length (d) Ft. x Ft. (m x m) Max. SpacingFt. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Ordinary Temp. Rating 155°F (68°C) Intermediate Temp. Rating 175°F (79°C)Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI (bar) 12 x 12 (3,7 x 3,7)12 (3,7)19 (71,9)10.7 (0,74)19 (71,9)10.7 (0,74) 4 to 6 inches Recessed using Style 20 Escutcheon or non-recessed per NFPA 13D, 13R, or 13 8(2,4) 14 x 14 (4,3 x 4,3)14 (4,3)21 (79,5)13.1 (0,90)21 (79,5)13.1 (0,90) 16 x 14 (4,9 x 4,3)16 (4,9)21 (79,5)13.1 (0,90)21 (79,5)13.1 (0,90) 16 x 16 (4,9 x 4,9)16 (4,9)21 (79,5))13.1 (0,90)21 (79,5))13.1 (0,90) 16 x 18 (4,9 x 5,5)16 (4,9)23 (87,1)15.7 (1,08)23 (87,1)15.7 (1,08) 16 x 20 (4,9 x 6,1)16 (4,9)29 (109,8)25.0 (1,72)29 (109,8)25.0 (1,72) 18 x 18 (5,5 x 5,5)18 (5,5)29 (109,8)25.0 (1,72)29 (109,8)25.0 (1,72) 16 x 22 (4,9 x 6,7)16 (4,9)38 (143,8)42.9 (2,96)38 (143,8)42.9 (2,96) Non-recessed per NFPA 13D, 13R, or 13 12 x 12 (3,7 x 3,7)12 (3,7)19 (71,9)10.7 (0,74)19 (71,9)10.7 (0,74) 6 to 12 inches Recessed using Style 20 Escutcheon or non-recessed per NFPA 13D, 13R, or 13 14 x 14 (4,3 x 4,3)14 (4,3)23 (87,1)15.7 (1,08)23 (87,1)15.7 (1,08) 16 x 14 (4,9 x 4,3)16 (4,9)23 (87,1)15.7 (1,08)23 (87,1)15.7 (1,08) 16 x 16 (4,9 x 4,9)16 (4,9)23 (87,1)15.7 (1,08)23 (87,1)15.7 (1,08) 16 x 18 (4,9 x 5,5)16 (4,9)24 (90,8)17.1 (1,18)24 (90,8)17.1 (1,18) 16 x 20 (4,9 x 6,1)16 (4,9)30 (113,6)26.8. (1,85)30 (113,6)26.8. (1,85) 18 x 18 (5,5 x 5,5)18 (5,5)30 (113,6)26.8. (1,85)30 (113,6)26.8. (1,85) 16 x 22 (4,9 x 6,7)16 (4,9)40 (151,4)47.6 (3,28)40 (151,4)47.6 (3,28) Non-recessed per NFPA 13D, 13R, or 13 (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydrualic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. (d) The Width x Length dimension refers to the Width (backwall where the sprinkler is located) times the Length (horizontal throw of sprinkler). TFP417Page 4 of 6 TABLE B WET PIPE SYSTEM FM APPROVED SERIES LFII RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS (TY4334) HYDRAULIC DESIGN CRITERIA Max. Coverage Area (a) Width x Length (d) Ft. x Ft. (m x m) Max. SpacingFt. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Intermediate Temp. Rating 175°F (79°C)Deflector to Ceiling Installation Type Minimum Spacing Ft. (m)Flow (b) GPM (L/min) Pressure (b) PSI (bar) 12 x 12 (3,7 x 3,7)12 (3,7)22 (83,3)14.4 (0,99) 4 to 12 inches Recessed using Style 20 Escutcheon or non-recessed 8(2,4) 14 x 14 (4,3 x 4,3)14 (4,3)22 (83,3)14.4 (0,99) 16 x 16 (4,9 x 4,9)16 (4,9)24 (90,8)17.1 (1,18) 16 x 18 (4,9 x 5,5)16 (4,9)28 (106,0)23.3 (1,61) 16 x 20 (4,9 x 6,1)16 (4,9)32 (121,0)30.4 (2,10) 18 x 18 (5,5 x 5,5)18 (5,5)33 (125,0)32.4 (2,23) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydrualic Design under the Design Criteria section. (c) For FM residential applications, the greater of 0.1 gpm/ft2 over the design area (i.e., SxL) or the flow in accor- dance with the criteria in this table must be used. (d) The Width x Length dimension refers to the Width (backwall where the sprinkler is located) times the Length (horizontal throw of sprinkler). Installation The TYCO RAPID RESPONSE Series LFII (TY4334) Residential Hori-zontal and Recessed Horizontal Side-wall Sprinklers must be installed in ac-cordance with this section. General InstructionsDo not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin-kler held horizontally, a small air bub-ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 1/2 inch NPT sprinkler joint should be obtained with a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with con-sequent leakage or impairment of the sprinkler. Do not attempt to compensate for in-sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Series LFII Residential Horizontal Sidewall SprinklersThe Series LFII Horizontal Sidewall Sprinklers must be installed in accor-dance with the following instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal po-sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word “TOP” on the Deflector is to face towards the ceiling with the front edge of the De-flector parallel to the ceiling. Step 2. With pipe thread sealant ap-plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. Series LFII Residential Recessed Horizontal Sidewall SprinklersThe Series LFII Recessed Horizontal Sidewall Sprinklers must be installed in accordance with the following instructions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the hor-izontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word “TOP” on the Deflector is to face towards the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread seal-ant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the wall has been in-stalled or the finish coat has been ap-plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the wall. TFP417 Page 5 of 6 Care and Maintenance The TYCO RAPID RESPONSE Series LFII (TY4334) Residential Hori-zontal and Recessed Horizontal Side-wall Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys-tem must be obtained from the prop-er authorities and all personnel who may be affected by this action must be notified. Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. The owner must assure that the sprin-klers are not used for hanging any ob-jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non-operation in the event of a fire or inad-vertent operation may result. Sprinklers which are found to be leak-ing or exhibiting visible signs of corro-sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Mod-ified sprinklers must be replaced to corrosive products of combustion, but have not operated, should be replaced if they can not be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam-age to the sprinklers- before, during, and after installation. Sprinklers dam-aged by dropping, striking, wrench twist/slippage, or the like, must be re-placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in-spection, testing, and maintenance of their fire protection system and devic-es in compliance with this document, as well as with the applicable stan-dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori-ties having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Automatic sprinkler systems are rec-ommended to be inspected, tested, and maintained by a qualified Inspec-tion Service in accordance with local requirements and/or national code. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis-tributor for availability. Sprinkler AssemblySpecify: Series LFII (TY4334), K=5.8, Residential Horizontal Sidewall Sprin-kler, (specify) temperature rating, (specify) finish, P/N (specify). 155°F (68°C)Natural Brass.............P/N 51-534-1-155Signal White (RAL9003).....P/N 51-534-4-155Chrome Plated............P/N 51-534-9-155 175°F (79°C) Natural Brass.............P/N 51-534-1-175 Signal White (RAL9003).....P/N 51-534-4-175 Chrome Plated............P/N 51-534-9-175 Recessed Escutcheon Specify: Style 20 Recessed Escutcheon with (specify*) finish, P/N (specify*). *Refer to Technical Data Sheet TFP770. Sprinkler WrenchSpecify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TFP417Page 6 of 6 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 Series 4000B Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and wa- ter authority requirements. This series can be used in a variety of installa- tions, including the prevention of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 1⁄2"- 1" (15-25mm) shutoffs have tee handles. Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all inter- nal components shall be through a single access cover secured with stain- less steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The as- sembly shall meet the requirements of: USC Manual 8th Edition†; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. The assembly shall be an Ames Com- pany Series 4000B. ES-A-4000B 2" (50mm) 4000B-HC Series 4000B Reduced Pressure Zone Assemblies Sizes: 1⁄2" – 2" (15 – 50mm) Job Name ________________________________________________Contractor ______________________________________________ Job Location ______________________________________________Approval________________________________________________ Engineer__________________________________________________Contractor’s P.O. No. ______________________________________ Approval__________________________________________________Representative __________________________________________ Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service.Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold.www.amesfirewater.com Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability - 1⁄2" to 2" (15-50mm) • Ball valve test cocks - screwdriver slotted -1⁄2" to 2" (15-50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing 1/2" (15mm) 4000B 2 Pressure — Temperature Suitable for supply pressures up to 175psi (12.06 bar) and water temperature to 180°F (75°C) continuous. Available Models Suffix: B - quarter-turn ball valves LBV - less ball valves LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21⁄2" inlet/outlet fire hydrant fitting (2" valve) S - bronze strainer Prefix: U - union connections MODEL SIZE (DN) DIMENSIONS STRAINER DIMENSIONS WEIGHT AB C DL MN in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg. 4000B** 1⁄2 15 10 250 45⁄8 117 33⁄8 86 11⁄4 32 51⁄2 140 3 76 2 51 4.50 2.0 4000B M3**3⁄4 20 103⁄4 273 5 127 31⁄2 89 11⁄2 38 6 3⁄4 171 35⁄16 84 25⁄16 59 5.75 2.6 4000B M2** 1 25 16 3⁄4 425 51⁄2 140 3 76 21⁄2 64 91⁄2 241 41⁄2 114 25⁄16 59 12.25 5.6 4000B** 1 1⁄4 32 173⁄8 44 116 150 31⁄2 89 21⁄2 64 113⁄8 289 51⁄8 130 31⁄8 79 14.62 6.6 4000B** 11⁄2 40 177⁄8 454 6 150 3 1⁄2 89 21⁄2 64 111⁄8 283 57⁄8 149 33⁄4 95 16.32 7.4 4000B** 2 50 21 3⁄8 543 73⁄4 197 41⁄2 114 31⁄4 83 131⁄2 343 63⁄16 157 47⁄8 124 30.00 13.6 **Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Suffix HC - Fire Hydrant Fittings dimension "A" = 251⁄16 (637mm) M C B N L Weights — Dimensions IMPORTANT: Inquire with governing authorities for local installation requirements. Strainer sold separately Materials Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1⁄2" - 2")(15-50mm). Series 4000B furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Standards AWWA C511-92, USC Manual 8th Edition, IAPMO File No. 1563 Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, U. 1013 B64.4 3⁄4" - 2" (20-50mm) (LBV models only) D A 3 Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1⁄4" (8mm)kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 0 .25 .50 .75 1 1.17 gpm 0 .95 1.9 2.9 3.8 4.5 lpm 3⁄8" (10mm) 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm 0 .95 1.9 2.9 3.8 4.8 5.7 9.5 11.8 lpm 1⁄2" (15mm) 3⁄4" (20mm) 1" (25mm) 11⁄4" (32mm) 11⁄2" (40mm) 2" (50mm) kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 kPa psi 172 25 138 20 103 15 69 10 35 5 0 1 2.5 5 7.5 10 12.5 15 gpm 0 3.8 9.5 19 28.5 38 47.5 57 lpm 5 7.5 15 fps 1.52.3 4.6 mps ΔP ΔP ΔP kPa psi 207 30 165 24 124 18 83 12 41 6 00 02 6 101418222630 34384246gpm 0 7.6 23 38 53 68 84 99 114 129 144 160 175 lpm 7.5 15 fps 2.3 4.6 mps ΔP kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 00 0 5 10 20 30 40 50 60 70 80 gpm 0 19 38 76 114 152 190 228 266 304 lpm 7.5 15 fps 2.3 4.6 mps kPa psi 172 25 138 20 103 15 69 10 34 5 00 01020304050607080gpm 0 38 76 114 152 190 228 266 304 lpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps ΔP ΔP kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 00 ΔP 0102030405060708090100110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 lpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 00 ΔP 0 20 40 60 80 100 120 140 160 180 200 gpm 0 76 152 228 304 380 456 532 608 684 760 lpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps * * * * ** Flow Rate Flow Rate Flow Rate Flow Rate Flow Rate Flow Rate Flow Rate Flow RatePressure LossPressure LossPressure LossPressure LossPressure Loss Pressure LossPressure LossPressure Loss ES-A-4000B 0625 ©Ames Fire & Waterworks, 2007 A Division of Watts Regulator Company www.amesfirewater.com 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 For additional information, visit our web site at: www.amesfirewater.com General Description The Riser Manifolds described in this technical data sheet provide the nec- essary waterflow alarm, pressure gauge,and drain equipmentin a single assembly for use in NFPA 13D or 13R residential sprinkler systems as fol- lows: NFPA 13D •Figure 513D (13D) 1 Inch (DN25) Female Thread x Female Thread NFPA 13D/13R •Figure 513D/R (13D/R) 1-1/2 Inch (DN40) Male Thread x Female Thread Male Thread x Male Thread •Figure 513D/R (13D/R) 2 Inch (DN50) Groove x Groove Male Thread x Groove The variety of sizes and end connec- tions allow cost effective and easy transition to check valves, control valves, and system piping. The Riser Manifoldsmaybeinstalledineitherthe horizontal (flow switch on top) or verti- cal (flow going up). WARNING The Riser Manifolds described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion.Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals The Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds with a cover tamper switch for the waterflow alarm switch are UL Listed, ULC Listed, and FM Approved. The Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds without a cover tamper switch for the waterflow alarm switch are UL Listed and FM Approved. Maximum Working Pressure 175 psi (12,1 bar) Assembly The manifold body of the Figure 513 is ductile iron, whereas the manifold body of the Figure 13 is cast iron. The two assemblies are completely inter- changeable in function, application, and end-to-end laying length. Finish Red painted. Installation The Riser Manifolds may be installed in either the horizontal (flow switch on top) or vertical (flow going up). The inlet of the Riser Manifold may be di- rectly connected to a shut-off control valve. NOTES (1) Where applicable pipe thread sealant is to be applied sparingly. Use ofa non-hardening pipe threadsealant is recommended. (2) Provisions for an alarm test flow must be made. The alarm test flow is to be through an orifice having a flow capacity equal to or smaller than the smallestorificesprinklerinthesystem. One of two options can be considered. The first option is to temporarily install a test orifice in the outlet of the drain line prior to performing the alarm test. The second option is to install an In- spector’s Test Connection down- stream of the Waterflow Alarm Switch. (3) Never remove any piping compo- nent nor correct or modify any piping deficiencies without first depressuriz- ing and draining the system. Step 1.Install the manifold body with the flow arrow pointing in the down- stream position using threaded con- nections and/or listed mechanical grooved connections, as applicable. Step 2.Connect the drain line, and then close the drain valve. Step 3.Refer to Figure 4 for wiring guidance. All wiring must be per- formed in accordance with the Author- ity Having Jurisdiction and/or the Na- tional Electrical Code. Step 4.Place the system in service by filling the system with water. When fill- ing the system, partially open the con- trol valve to slowly fill the system.Fill- ing the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 5.Secure all supply valves open. Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds 1, 1-1/2, and 2 Inch (DN25, DN40, and DN50) For NFPA 13D/13R Residential Sprinkler Systems Page 1 of 6 TFP960APRIL, 2006 Technical Services:Tel: (800) 381-9312 / Fax: (800) 791-5500 Page2of6 TFP960 FIGURE 1 1 INCH (DN25) RISER MANIFOLD ASSEMBLY AND DIMENSIONS 4-1/2" to the Waterflow Alarm Switches. Cover Tamper Switches installed internal ULC Listed Manifolds are equipped with (114,3 mm) 10" (254,0 mm) Approximate weight, 7.5 lbs. (3,4 kg).1. 2. NOTES: 3/4" NPT (92,1 mm) 3-5/8"1 (73,0 mm) 2-7/8" 9-3/4" (247,7 mm) Waterflow 3 2 CH: Common Hardware3. (88,9 mm) 3-1/2" Paddle and Cover Tamper VSR-SF modified with QTY.DESCRIPTION Female x Female NPT 1" Manifold Body, Water Pressure Gauge 200 psi/1400 kPa VSR-SF modified with Waterflow Alarm Switch: 1 3 2 NO. ..1 . . . 1 N/A 2343 P/N Paddle, UL/FM . . . . . . . . 1 971-096-01 Switch, ULC/FM 1 976-519-01........ (Normally Closed) Drain Valve FIGURE 2 1-1/2 INCH (DN40) RISER MANIFOLD ASSEMBLY AND DIMENSIONS (136,5 mm) 5-3/8" (288,9 mm) 11-3/8" Male x Male NPT Manifold 11-1/8" (282,6 mm) (54,0 mm) Male x Female NPT Manifold 10" (254,0 mm) NPT 2-1/8" 1" (114,3 mm) 4-1/2" Waterflow 32 to the Waterflow Alarm Switches. Cover Tamper Switches installed internal ULC Listed Manifolds are equipped with Approximate weight, 8.7 lbs. (3,9 kg).1. 2. NOTES: CH: Common Hardware3. (88,9 mm) 3-1/2" QTY.DESCRIPTION 1-1/2" Manifold Body, Male x Female NPT Water Pressure Gauge 300 psi/2000 kPa3 2 1 NO. ..1 .....1 2341 N/A P/N Switch, ULC/FM. . . . . . . . 1 976-519-02 ......... Waterflow Alarm Switch: VSR-SF modified with VSR-SF modified with Paddle and Cover Tamper Paddle, UL/FM 971-096-001 1 (Normally Closed) Drain Valve Male x Male NPT . . . . . . . 1 N/A Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stallingcontractor orproductmanufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Noattemptistobemadetorepairany Riser Manifold component in the field. Only the pressure gauge or waterflow alarm switch can be replaced. If any other problems are encountered the entire riser manifold must be replaced. The flow and alarm test procedure will result in operation of the associated alarms. Consequently, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected, and notification must be given to the building occupants. Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the effected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise thoseresponsibleformoni- toring proprietary and/or central sta- tion alarms. Flow Test Procedure Step 1.Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 2.Verify that the residual (flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system when it was first installed. Step 3.Close the drain valve. Step 4.Verify that the static (not flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system when it was first installed. Alarm Test Procedure With A Test Orifice (See Installation Note 2) Step 1.Temporarily install a test ori- fice in the drain line outlet. Step 2.Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 3.Verify operation of the associ- ated alarms. Step 3.Close the drain valve. Step 4.Remove the test orifice from the drain line outlet. Alarm Test Procedure With An Inspector’s Test Connection (See Installation Note 2) Step 1.Fully open the Inspector’s Test Connection Valve. Make certain that drainagewaterwillnotcauseanydam- age or injury. Step 2.Verify operation of the associ- ated alarms. Step 3.Close the Inspector’s Test Connection Valve. TFP960 Page3of6 FIGURE 3, 2 INCH (DN50) RISER MANIFOLD ASSEMBLY AND DIMENSIONS Optionally Supply End Grooved or Male NPT (57,2 mm) (114,3 mm) 2-1/4" 2. ULC Listed Manifolds are equipped with Cover Tamper Switches installed internal to the Waterflow Alarm Switches. .......1 N/AGroove x Groove Male NPT x Groove 300 psi/2000 kPa Water Pressure Gauge Approximate weight, 11.0 lbs. (5,0 kg). NOTES: 1. 3 2 5-7/16" (138,1 mm) 1" NPT 4-1/2" . . 1 2341 (304,8 mm) 12" N/A1..... Waterflow DESCRIPTION 2" Manifold Body,1 NO. P/NQTY. 3 2 CH: Common Hardware3. ULC/FM . . . . . . . . . . . . . . 1 976-520-01 ............... Waterflow Alarm Switch: VSC with Paddle, VSC with Paddle and Cover Tamper Switch, UL/FM 976-357-011 13" (330,2 mm) Male NPT x Groove Groove x Groove, Connection (88,9 mm) 3-1/2" 1 (Normally Closed) Drain Valve Page4of6 TFP960 FIGURE 4 WIRING GUIDANCE INCOMING OUTGOING SINGLE CONDUCTOR TERMINAL PLATE LOOPED SECTION UNINSULATED CLAMPING CONDUCTORS SEPARATE STRIPPED ENDS SWITCH TERMINAL CONNECTIONS CLAMPING TERMINAL PLATE IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD SEVERED CAUTION: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS COM NCNO NO FLOW CONTACTS SPDT (Form C) 5A @ 125 VACCONTACT RATING 2.5A @ 30 VDC .......... .... COM NO NC POWER SIGNAL LOCAL DEVICE NON-SUPERVISED CIRCUITCONDITION END OF LINE RESISTOR COM SUPERVISED CIRCUIT STYLE B/CLASS B CONTROL NO NC PANEL signaling unit, while the other contact is used to operate a local audible or visual annunciator. Switch has two switches, one can be used to operate a central station, proprietary or remove For supervised circuits, see "Switch Terminal Connections" above. The Waterflow Alarm NOTE: (SEE NOTE) COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS SHOWN WITH COVER IN PLACE COM .......... ....CONTACT RATING NO CONTACTS 3A @ 250 VAC 5A @ 125 VAC NC SPDT (Form C) 1mA @ 5 VDC min. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which havebeensubjecttomisuse,improper installation,corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP’s sole option. TFBP neither assumes, nor authorizes any person to assume forit, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer’s repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,specialorconsequentialdam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP’s liability exceed an amount equal to the sales price. Theforegoingwarrantyismadeinlieu of any and all other warranties, ex- press or implied, including warranties ofmerchantabilityandfitnessforapar- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Information Riser Manifold: Specify; Size (specify), Figure (specify 513D or 513D/R, (specify connection type inlet x outlet) Riser Manifold (specify - without or with) a cover tam- per switch for the waterflow alarm switch, P/N (specify). NOTES Orders forFigure513D or 513D/Rmay be filled with a Figure 13D or 13D/R, respectively. The two assemblies are completely interchangeable in func- tion, application, and end-to-end lay- ing length. If a ULC Listing is required, the Riser Manifold must be ordered with a cover tamper switch for the waterflow alarm switch. UL/ULC/FM Assemblies With Cover Tamper Switch 1 Inch (DN25) FT x FT. . . . . . . . . . . . . . . P/N 4085 1-1/2 Inch (DN40) MT x FT . . . . . . . . . . . . . . P/N 4088 1-1/2 Inch (DN40) MT x MT . . . . . . . . . . . . . . P/N 4089 2 Inch (DN50) G x G . . . . . . . . . . . . . . . . P/N 4093 2 Inch (DN50) MT x G . . . . . . . . . . . . . . . P/N 4094 UL/FM Assemblies Without Cover Tamper Switch 1 Inch (DN25) FT x FT. . . . . . . . . . . . . . . P/N 4047 1-1/2 Inch (DN40) MT x FT . . . . . . . . . . . . . . P/N 4057 1-1/2 Inch (DN40) MT x MT . . . . . . . . . . . . . . P/N 4058 2 Inch (DN50) G x G . . . . . . . . . . . . . . . . P/N 4059 2 Inch (DN50) MT x G . . . . . . . . . . . . . . . P/N 4064 Replacement Parts: Specify: (description) for use with Fig- ure 513D, 513D/R, 13D, or 13D/R Riser Manifold, P/N (Ref. Figure 1, 2 or 2, as applicable). TFP960 Page5of6 Page6of6 TFP960 TYCO FIRE & BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 FIRE SPRINKLER PIPE & FITTINGS SUBMITTAL SHEET No. 19–1.5 TD915 4–1.1.20 9/2001 TYCO FIRE PRODUCTS 451 North Cannon Avenue Lansdale, Pennsylvania 19446 www.tyco-fire.com TECHNICAL SERVICES TEL: (800) 381-9312 • FAX: (800) 791-5500 E-MAIL: techserv@tycofp.com Part No. Size Sch. T/O Wt. 80000 3/4"405/8" 0.11 lb. 80001 1" 40 3/4" 0.19 lb. 80002 1 1/4"40 7/8" 0.26 lb. 80003 1 1/2" 80 1" 0.51 lb. 80004 2" 80 1 3/8" 0.90 lb. 80005 2 1/2"8019/16" 1.59 lb. 80006 3" 80 1 11/16" 2.41 lb. Tee Part No. Size Sch. T/O Wt. 80025 3/4"409/16" 0.09 lb. 80026 1" 40 3/4" 0.14 lb. 80027 1 1/4"40 7/8" 0.21 lb. 80028 1 1/2"8011/16" 0.40 lb. 80029 2" 80 1 1/4" 0.79 lb. 80030 2 1/2"8011/2" 1.14 lb. 80031 3" 80 1 13/16" 1.82 lb. 90° ElbowReducing 90° Elbow CrossReducing Cross Part Size Sch. T/O Wt. No. 1 2 lb. 80015 1" x 3/4"4011/16"11/16" 0.28 Part No. Size Sch. T/O Wt. 80009 3/4"409/16" 0.13 lb. 80010 1" 40 15/16" 0.23 lb. 80011 1 1/4"4015/16" 0.34 lb. 80012 1 1/2"8011/16" 0.67 lb. 80013 2" 80 1 3/8" 1.00 lb. 80014 2 1/2"8019/16" 1.91 lb. 80008 3" 80 1 13/16" 2.89 lb. Part No. Size Sch. T/O Wt. 80050 3/4"403/8" 0.08 lb. 80051 1" 40 3/8" 0.11 lb. 80052 1 1/4"40 3/4" 0.20 lb. 80053 1 1/2"807/16" 0.31 lb. 80054 2" 80 3/4" 0.56 lb. 80055 2 1/2"80 3/4" 0.89 lb. 80056 3" 80 1" 1.19 lb. 45° Elbow Fittings Nom.Pipe Size Avg. O.D. Inches Avg. I.D. Inches Wt. Lbs./Ft.Wt. H2O filled Pipe Lbs./Ft.Ft. of Pipe per Lift Wt. per Lift Lbs. 3/4" 1.050 0.874 0.17 0.43 7875 1413 1" 1.315 1.101 0.26 0.67 5040 1320 11/4" 1.660 1.394 0.42 1.07 2835 1191 11/2" 1.900 1.598 0.55 1.40 2205 1136 2" 2.375 2.003 0.86 2.20 1260 1063 2 1/2" 2.875 2.423 1.26 3.22 1215 1531 3" 3.500 2.952 1.87 4.79 720 1344 Introduction 2 2 11 T/O T/O T/O T/O Part Size Sch. T/O Wt. No. 1 2 lb. 80032 1" x 3/4"4011/16"13/16" 0.16 Pipe Technical Data Tyco Fire Products (TFP) BlazeMaster®CPVC pipe and fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFP BlazeMaster ®CPVC products are easier to install than traditional steel pipe systems, and at the same time, they provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. Sizes:3/4"– 3" Maximum Working Pressure:175 psi Approvals:UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Angeles Note:See current TFP BlazeMaster Installation Instructions and Technical Manual, for exact listing/approval information Manufacture Source:U.S.A. Material: Pipe:ASTM F442, SDR 13.5 Fittings:ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80) Color:Orange Part No. Size Sch. T/O Wt. Pipe OD 80160 1 1/4" x 11/4" Grooved 40 2 5/16" 0.78 lb. 1 1/4" (1.660") 80161 1 1/2" x 11/2" Grooved 80 2 5/16" 0.95 lb. 1 1/2" (1.900") 80162 2" x 2" Grooved 80 2 5/16" 1.42 lb. 2" (2.375") 80163 2 1/2" x 21/2" Grooved 80 2 5/16" 2.28 lb. 2 1/2" (2.875") 80164 3" x 3" Grooved 80 2 1/4" 3.00 lb. 3" (3.500") 80168 3" x 76.1mm Grooved 80 2 1/4" 2.72 lb. 76.1mm (3.000") Grooved Coupling Adapter Part No. Size Sch. T/O Wt. 80142 3/4" x 3/4" NPT 40 5/8" 0.41 lb. 80145 1" x 1" NPT 40 3/4" 0.63 lb. 80146 1 1/4" x 11/4" NPT 40 7/8" 1.03 lb. 80147 1 1/2" x 11/2" NPT 80 1" 1.42 lb. 80148 2" x 2" NPT 80 1 3/8" 2.66 lb. Female Adapter Part No. Size Sch. T/O Wt. 80157 3/4" x 3/4" NPT 40 1 5/16" 0.33 lb. 80158 1" x 1" NPT 40 1 3/8" 0.56 lb. Male Adapter Reducer Bushing Part No. Size Sch. T/O Wt. 80200 1" x 3/4"407/16" 0.04 lb. 80201 1 1/4" x 3/4"40 7/16" 0.11 lb. 80202 1 1/4" x 1" 40 5/16" 0.12 lb. 80203 1 1/2" x 3/4"80 5/8" 0.16 lb. 80204 1 1/2" x 1" 80 1/2" 0.14 lb. 80205 1 1/2" x 11/4"80 3/8" 0.17 lb. 80206 2" x 3/4"803/4" 0.27 lb. 80207 2" x 1" 80 11/16" 0.26 lb. 80208 2" x 1 1/4"809/16" 0.24 lb. 80209 2" x 1 1/2"807/16" 0.19 lb. 80215 2 1/2" x 1" 80 1 15/16" 0.42 lb. 80214 2 1/2" x 11/4"80 1 3/4" 0.45 lb. 80213 2 1/2" x 11/2"80 1 5/8" 0.46 lb. 80211 2 1/2" x 2" 80 1 9/16" 0.29 lb. 80210 3" x 2" 80 2 3/16" 0.72 lb. 80212 3" x 2 1/2"80115/16" 0.47 lb. Reducing Tee Part Size Sch. T/O Wt. No. 1 2 3 lb. 80132 3/4" x 3/4" x 1" 40 3/4"3/4"5/8" 0.14 80133 1" x 3/4" x 3/4"401/2"11/16"3/4" 0.14 80134 1" x 3/4" x 1" 40 5/8"3/4"3/4" 0.17 80260 1" x 1" x 3/4"403/4"3/4"11/16" 0.16 80135 1 1/4" x 1" x 3/4"407/16"3/4"15/16" 0.21 80136 1 1/4" x 1" x 1" 40 11/16"3/4"15/16" 0.22 80137 1 1/4" x 1" x 11/4"4013/16"15/16"13/16" 0.26 80261 1 1/4" x 11/4" x 3/4"405/8"5/8"7/8" 0.23 80262 1 1/4" x 11/4" x 1" 40 3/4"3/4"7/8" 0.26 80138 1 1/4" x 11/4" x 11/2" 80 1" 1" 1" 0.43 80140 1 1/2" x 11/4" x 3/4"801/2"5/8" 1" 0.36 80141 1 1/2" x 11/4" x 1" 80 1/2"5/8"11/8" 0.38 80263 1 1/2" x 11/2" x 3/4"809/16"9/16" 1" 0.36 80264 1 1/2" x 11/2" x 1" 80 9/16"9/16" 1" 0.38 80275 1 1/2" x 11/2" x 11/4"80 7/8"7/8" 1" 0.45 80265 2" x 2" x 3/4"803/4"3/4"13/8" 0.61 80266 2" x 2" x 1" 80 7/8"7/8"13/8" 0.66 80274 2" x 2" x 1 1/4"801"1"13/8" 0.74 80267 2" x 2" x 1 1/2"8011/8"11/8"13/8" 0.78 80271 2 1/2" x 21/2" x 1" 80 1 11/16"111/16"" 1 9/16" 1.43 80272 2 1/2" x 21/2" x 11/4"80111/16"111/16"19/16" 1.46 80273 2 1/2" x 21/2" x 11/2"80111/16"111/16"19/16" 1.48 80276 2 1/2" x 21/2" x 2" 80 1 11/16"111/16"19/16" 1.50 80270 3" x 3" x 1 1/2"8013/4"13/4"113/16" 2.28 80268 3" x 3" x 2" 80 1 3/4"13/4"13/4" 2.25 80269 3" x 3" x 2 1/2"8013/4"13/4"115/16" 2.44 Part No. Size Sch. T/O Wt. 80220 1" x 3/4"40 1/8" 0.08 lb. Reducing Coupling Part No. Size Sch. T/O Wt. 80075 3/4"401/8" 0.07 lb. 80076 1" 40 1/8" 0.11 lb. 80077 1 1/4"40 3/16" 0.12 lb. 80078 1 1/2"80 3/16" 0.25 lb. 80079 2" 80 3/16" 0.38 lb. 80080 2 1/2"80 3/16" 0.67 lb. 80081 3" 80 3/16" 0.91 lb. Part No. Size Sch. T/O Wt. 80100 3/4"405/16" 0.04 lb. 80101 1" 40 3/8" 0.06 lb. 80102 1 1/4"40 1/2" 0.10 lb. 80103 1 1/2"80 5/8" 0.20 lb. 80104 2" 80 5/8" 0.31 lb. 80105 2 1/2"80 7/8" 0.58 lb. 80106 3" 80 1" 0.88 lb. CapCoupling 3T/O 21T/O T/O T/O T/O Pipe O.D. T/O Sprinkler Head Adapter Tee with Brass Threaded Insert Part Size Sch. T/O Wt. No. 1 2 3 lb. 80250 3/4" x 3/4" x 1/2" NPT 40 5/8"5/8" 1" 0.22 80251 1" x 1" x 1/2" NPT 40 11/16"11/16"13/16" 0.29 80249 1" x 1" x 1" NPT 40 15/16"15/16"17/16" 0.73 80256 1 1/4" x 1" x 1/2" NPT 40 7/16"9/16"11/8" 0.30 80252 1 1/4" x 11/4" x 1/2" NPT 40 7/16"7/16"11/8" 0.31 80257 1 1/2" x 11/4" x 1/2" NPT 80 9/16"5/8"17/16" 0.43 80254 1 1/2" x 11/2" x 1/2" NPT 80 9/16"9/16"17/16" 0.46 80258 2" x 1 1/2" x 1/2" NPT 80 1/2"5/8"15/8" 0.56 80253 2" x 2" x 1/2" NPT 80 1/2"1/2"15/8" 0.62 Part Size Sch. T/O Wt. No. 1 2 lb. 80199 3/4" x 1/2" NPT 40 5/8"15/16" 0.20 80189 1" x 1/2" NPT 40 13/16"13/16" 0.26 Sprinkler Head Adapter 90° Elbow with Brass Threaded Insert Part Size Sch. T/O Wt. No. 1 2 lb. 80459 1" x 1/2" NPT x 1/2" NPT 40 11/16"15/16" 0.48 80460 1" x 1/2" NPT x 1/2" NPT 40 11/16"11/8" 0.46 Back-to-Back Tee with Brass Threaded Insert Sprinkler Head Adapter with Brass Threaded Insert Sprinkler Head Adapter with Brass Threaded Insert Sprinkler Head Adapter (Spigot) with Brass Threaded Insert Back-to-Back Cross with Brass Threaded Insert Part Size Sch. T/O Wt. No. 1 2 lb. 80462 1" x 1" x 1/2" NPT x 1/2" NPT 40 5/8"11/8" 0.46 80463 1" x 1" x 1/2" NPT x 1/2" NPT 40 5/8"15/16" 0.47 Part No. Size Sch. T/O Wt. 80177L 3/4" x 1/2" NPT 40 1/2" 0.16 lb. 80178 1" x 1/2" NPT 40 1/2" 0.20 lb. Part No. Size Sch. T/O Wt. 80175W 3/4" x 1/2" NPT 40 7/16" 0.19 lb. 80176W 1" x 1/2" NPT 40 7/16" 0.18 lb. Part No. Size Sch. T/O Wt. 80175E 3/4" x 1/2" NPT 80 7/16" 0.20 lb. 80176E 1" x 1/2" NPT 80 7/16" 0.22 lb. 80177WL 3/4" x 1/2" NPT 40 9/16" 0.16 lb. 80179 1 x 3/4" NPT 40 3/4" 0.43 lb. T/O T/O T/O 22 1T/O T/O T/O 1 2T/O T/O 3T/O 21T/O T/O Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer’s representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCT’S LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Office/Manufacturing Facility •1375 Sampson Ave. •Corona, CA 92879 •Ph: 909.737.5599 •Fax: 909.737.0330 Customer Service •800.786.5266 www.tolco.com 39 wwwwww..ttoollccoo..ccoomm Revision 5/24/2001 ™ ®a brand of Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre-Galvanized Function — Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters’ Laboratories Listed in the USA (UL)and Canada (cUL)to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design* protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allow- ing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws** furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installa- tion tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and pipe size * Patent Pending ** Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A BCSpacing (Ft.) Head Size Wt./100 3/4 3 1/8 19/16 13/16 51/2 5/16 9 133/8 111/16 13/16 6 5/16 9 11/4 43/16 23/32 13/16 61/2 5/16 11 11/2 47/16 27/32 13/16 7 5/16 12 247/8 27/16 13/16 8 5/16 15 Main Office/Manufacturing Facility •1375 Sampson Ave. •Corona, CA 92879 •Ph: 909.737.5599 •Fax: 909.737.0330 Customer Service •800.786.5266 www.tolco.com 40 wwwwww..ttoollccoo..ccoomm Revision 5/24/2001 ™ ®a brand of Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A BCSpacing (Ft.) Head Size Wt./100 3/4 2 5/16 15/32 13/16 51/2 5/16 9 125/8 15/16 13/16 6 5/16 9 11/4 311/2 13/16 61/2 5/16 11 11/2 31/4 15/8 13/16 7 5/16 12 2311/16 127/32 13/16 8 5/16 15 Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre-Galvanized Function — Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters’ Laboratories Listed in the USA (UL)and Canada (cUL)to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design* protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws** furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and pipe size * Patent Pending ** Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 38 www.tolco.com Revision 5/24/2001 ™ ®a brand of www.tolco.com Revision 4/27/2006 Fig. 28 "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe Size Range — ¾" through 2" Material — Carbon Steel, Pre-Galvanized Function — Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces. • Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. • The "Stand-Off" design eliminates the need for wood block extension. • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self-threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge with (2) 1/4" x 1" tek type self drilling tapping screws. • U.L. Listed as a hanger and a restrainer for fire sprinkler piping. Approvals — Underwriters' Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8" composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by — Figure number and pipe size. US AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions • Weights Pipe Approx. Size A B C Wt. 3/4 31⁄32 2 31⁄2 .180 1 35⁄16 23⁄16 31⁄2 .210 11⁄4 35⁄8 23⁄8 31⁄2 .225 11⁄2 4 21⁄2 31⁄2 .310 2 41⁄2 211⁄16 35⁄8 .340 Main Office/Manufacturing Facility •1375 Sampson Ave. •Corona, CA 92879 •Ph: 909.737.5599 •Fax: 909.737.0330 Customer Service •800.786.5266 www.tolco.com 38 wwwwww..ttoollccoo..ccoomm Revision 5/24/2001 ™ ®a brand of Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre-Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals — Underwriters’ Laboratories Listed in the USA (UL)and Canada (cUL)for use as a combination hanger and restrainer. Finish — Pre-Galvanized Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. Fig. 22C - Combination Hanger & Restrainer Application FIRE DEPT. INLET CONN. FLUSH TYPE 6341-6345 SERIES SINGLE INLET An inlet connection with 250 G.P.M. minimum inlet capacity to supplement the fire protection water supply. Provides unobstructed water supply. Flush round design enhances appearance and provides unobstructed passage. STANDARD EQUIPMENT:Cast Brass round plate with double female adapter; plug and chain; branding as selected. SPECIFY THREAD AND BRANDING. BRANDING:"Standpipe", "Auto Spkr." FINISH:Cast Brass OPTIONAL FINISH:PB-Polished Brass PC-Polished Chrome RESIDENTIAL FIRE DEPT. CONNECTION An inlet connection to supplement the water supply to a residential sprinkler system. STANDARD EQUIPMENT:1 1/2" cast brass round plate assembly with integral pin lug swivel inlet. Hose thread inlet swivel, 1 1/2" NPT female outlet on back of plate. Cast brass plug and brass chain. Overall outside Diameter 4 3/8". SPECIFY THREAD AND BRANDING. U/L LISTED. BRANDING:"Auto Spkr." FINISH:Cast Brass OPTIONAL FINISH:PB-Polished Brass PC-Polished Chrome Figure No. 6341 Figure No. 6342 Figure No. 6345 Page 6-12 Round Plate Figure No. Size 6341 21/2X21/2 6342 3X21/2 6343 3X3 ___________________________________________________ NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com14 AHEAD OF THE FLOW ™ www.nibco.com Revised 08/01/03 200 lb. WWP Bronze Check Valves Fire Protection Valve • Horizontal Swing • Rubber Disc MATERIAL LIST PART SPECIFICATION 1. Bonnet Bronze ASTM B 62 or B 584 Alloy C84400 2. Body Bronze ASTM B 62 or B 584 Alloy C84400 3. Hinge Pin Bronze ASTM B 140 Alloy C31400 or B 134 Alloy C23000 4. Disc Hanger Bronze ASTM B 62 5. Hanger Nut Bronze ASTM B 97 Alloy C65500 or Brass ASTM B 16 6. Disc Holder Bronze ASTM B 62 7. Seat Disc Buna-N (W) TFE (Y)‡ 8. Seat Disc Nut Brass ASTM B 16 or B 97 Alloy C65500 9. Hinge Pin Plug Bronze ASTM B 140 Alloy C32000 (Not Shown) *10. Seat Disc Washer Stainless Steel *Sizes³⁄₄" , 1" , 1¹⁄₄" and 1¹⁄₂" only. ‡2¹⁄₂" and 3" size only. 200 PSI/13.8 Bar Non-Shock Cold Water CONFORMS TO MSS SP-80 NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. WARNING - Valve must be installed downstream of receiver tank if used in line with reciprocating air compressor. DIMENSIONS—WEIGHTS—QUANTITIES Dimensions Size A B Weight Box Master. In. mm. In. mm. In. mm. Lbs. Kg. Qty. Ctn. Qty. ¹⁄₂15 2.44 62 1.69 43 .58 .26 10 50 ³⁄₄20 2.94 75 1.88 48 .92 .42 10 50 1 25 3.56 90 2.31 59 1.55 .70 5 30 1¹⁄₄32 4.19 106 2.69 68 2.32 1.05 5 20 1¹⁄₂40 4.50 114 2.94 75 3.00 1.36 2 10 2 50 5.25 133 3.81 97 4.87 2.21 2 10 2¹⁄₂65 8.00 203 5.06 129 11.48 5.22 1 5 3 80 9.25 235 6.25 159 17.53 7.97 1 4 Sizes 2¹⁄₂" and 3" supplied as T-433-Y with TFE seat disc. KT-403-W NPT x NPT KT-403-W Threaded Dezincification Resistant Features • One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels. • Code-3 Horn and Tone meet NFPA/ANSI/ISO temporal pattern for standard emergency evacuation signaling. • Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. 110 VAC model does not meet ADA requirements. • Low current draw with low temperature compensation to reduce power consumption and wiring costs. • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available. Wheelock’s MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock’s Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock’s MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. WHEELOCK SERIES MT AND MT STROBE MULTITONE ELECTRONIC SIGNALS *For outdoor installation use MTWP-2475W-FR with IOB-R backbox. ** See next page for mounting options. PRINTED IN USA PAGE 1 OF 2MKT. #8850002 - REV H 2/03 Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com MT-24-1575W-FR SHOWN ledoM RF-W575121-TM )nroH/ebortS( 1290161.oNkcotS **snoitpOgnitnuoM R,P,O,M,L,F,E,D 42/21TM )nroH( 4190161.oNkcotS **snoitpOgnitnuoM R,P,O,M,L,F,E,D *RF-W5751-42-TM roodnI)nroH/ebortS( 5190161.oNkcotS **snoitpOgnitnuoM R,P,O,M,L,F,E,D RFV-HW-511-4TM )nroH/ebortS( 6120161.oNkcotS **snoitpOgnitnuoM R,O,N,K,J,E,D sgnitaRtnerruCdnaABd enoT )spmA(sgnitaRtnerruCegarevA sgnitaRtnarebreveRABd 464LUreP sgnitaRciohcenAABd CDV42@CDV21@CDV42@CDV21@CDV42dna21@ IHDTSIHDTSIHDTSIHDTSIHDTS nroH 830.0420.0590.0910.0297809779939 lleB 910.0210.0030.0010.0680858962978 nroHemiThcraM 830.0420.0590.0910.0984898479939 nroH3-edoC 830.0420.0590.0910.0883888379939 enoT3-edoC 720.0610.0750.0410.0580848075909 poohWwolS 740.0520.0590.0420.0099898579949 neriS 430.0220.0870.0910.0984898578939 oL/iH 020.0310.0240.0110.0681868173988 WHEELOCK SERIES MT AND MT STROBE MULTITONE ELECTRONIC SIGNALS PRINTED IN USA PAGE 2 OF 2MKT. #8850002 - REV H 2/03 MOUNTING ACCESSORIES (D) 4" SQUARE, FLUSH (BO) (F) DOUBLE-GANG, FLUSH (BO) (J) BB BACKBOX (Order Code: 2830)Standard steel backbox with knockouts forinterior surface mounting, concealed conduit mounting or semi-flush applications. It is painted to match the signal. (K) WBB WEATHER RESISTANT BACKBOX (Order Code: 2959)Sturdy die-cast housing, threaded conduit holeand knockout for outdoor applications. It is painted to match the signal. (L) ISP SURFACE ADAPTER (Order Code: 5306)Indoor use. (M) IOB BACKBOX (Order Code: 5046)For surface mounting MT products. (O) RP-R RETROFIT PLATE (Order Code: 5042) (R) SFP SEMI-FLUSH PLATE (Order Code: 2957)Stamped aluminum surface wall plate whichmounts behind the basic unit and serves to cover recessed backboxes in semi-flush mounting applications. It is painted to match the signal. MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 4444 MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 4444 MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 4444 MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 8884 MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 8884 (E) 4" SQUARE, DEEP, FLUSH (BO) MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 8884 MAXIMUM NUMBER OF CONDUCTORS AWG. #18 AWG. #16 AWG. #14 AWG. #12 4444 MOUNTING NOTES CAUTION: The mounting options figures show the maximum number of field wires (conductors) that can enter the backbox used with each mounting option. If these limits are exceeded, there may be insufficient space in the backbox to accommodate the field wires and stresses from the wires could damage the product. Although the limits shown for each mounting option comply with the National Electrical code (NEC), Wheelock recommends use of the largest backbox option and the use of approved stranded field wires whenever possible, to provide additional wiring room for easy installation and minimum stress on the product from wiring. CAUTION: Check that the installed product will have sufficient clearance and wiring room prior to installing backboxes and conduit, especially if sheathed multiconductor cable or 3/4" conduit fittings are used. 1. Mounting hardware for each mounting option is supplied. 2. Conduit entrances to the backbox should be selected to provide sufficient wiring clearance for the installed product. When extension rings are required, conduit should enter through the backbox, not the extension ring. Use Steel City #53151 (1-1/2" deep) or #53171 (2-1/8" deep) extension rings (as noted in the mounting options) or equivalent with the same cut-out area. 3. When terminating field wires, do not use more lead length than required. Excess lead length could result in insufficient wiring space for the appliance. 4. Use care and proper techniques to position the field wires in the backbox so that they use minimum space and produce minimum stress on the product. This is especially important for stiff, heavy gauge wires and wires with thick insulation or sheathing. 5. Do not pass additional wires (used for other than the appliance) through the backbox. Such additional wires could result in insufficient wiring space for the appliance. 122 Consult factory for guidance in product selectionPhone (203) 385-0217, Fax (203) 385-0602 or visit our web site at www.ashcroft.com Fire Protection, Sprinkler Service Gauge Type 1005P, XUL ASME B 40.1 Grade B (±3-2-3% of span) • Underwriters Laboratory listed and Factory Mutual approved • Corrosion-resistant ABS caseABS caseABS • Heat-resistant polycarbonate push-in window • Patented PowerFlex™ movement with polyester segment • True Zero™ indication, a unique safety feature Type no.: 1005P, XUL Accuracy: ASME B 40.1 Grade B (±3-2-3% of span) Size: 31⁄1⁄1 2⁄2⁄˝ Case: ABS (Polycarbonate blend) Ring: None Window: Polycarbonate, push-in Dial: Black fi gures on white back-ground Pointer: Black, aluminum Bourdon tube: “C” shaped bronze Movement: Patented PowerFlexwith polyester segment Socket: Brass Restrictor: None Ashcroft® fi re protection sprinkler ® fi re protection sprinkler ® gauges are Underwriters Laboratory listed and Factory Mutual approved for fi re protection sprinkler service. The case material on Type 1005P, XUL gauges is ABS. The 0-300 psi pressure range is used on “wet” systems where water is available to the sprinkler heads. The 0-80 retard to 250 psi pressure range is used on dry systems where the lines are fi lled with air pressure until system activation. The patented PowerFlex move-Flex move-Flexment with polyester segment is designed to provide unequalled shock and vibration resistance resulting in superior performance and extended gauge life. NOTES FM Customized dials Other UL listed ranges on application Operatingtemperature: –40°F to 150°F Connection: 1⁄1⁄14⁄4⁄ NPT lower Ranges: 0-300 psi (water) 0-80 retard to 250 psi (air) UL 393 Listed, UL of Canada Listed and FM approved. Equivalent (single or dual scale) metric scales are available TO ORDER THIS TYPE 1005P, XUL GAUGE: Select: 35 W 1005 P H 02L XUL 300# 1. Dial Size: 31⁄1⁄12⁄2⁄˝ 2. Patented PowerFlex™ MovementFlex™ MovementFlex 3. Case Type Number: 1005 4. Case Type Material: ABS 5. Socket Material: Brass 6. Connection Size/Location: 1⁄1⁄14⁄4⁄ NPT lower 7. UL listed, FM approved 8. Range: 300 psi True Zero indication, a standard feature on these gauges, reduces the potential risk of installing a dam- aged gauge on your equipment. LISTED U L GAUGE SPECIFICATIONS GAUGE OPTIONS LOOK FOR THESE AGENCY MARKS ON OUR PRODUCTS Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either 1⁄2" or 3⁄4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Sprinkler Head Cabinet Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 71⁄2" long x 21⁄2" deep 6 head - 5" high x 14" long x 31⁄4" deep 12 head - 5" high x 143⁄4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. 12 head - 4 lbs. Hd. Cab. Product Description Technical Data No. 28-6.0 3, 6 & 12 Head Sprinkler Head Cabinet Hd. Cab. 11-94 ©1994 Central Sprinkler Company Printed in U.S.A. Central’s Sprinkler Head Cabinet is designed with two 3⁄16" diameter holes for wall mounting or direct attachment to the system riser with a strap-type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under 300 6 300-1000 12 over 1000 24 The Cabinets are designed to accept both 1⁄2" and 3⁄4" N.P.T. threaded sprinklers. For 1⁄2" N.P.T. sprinklers, leave the removable knockout in the hole. For 3⁄4" N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a 3⁄4" N.P.T. sprinkler. When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Hd.Cab.2 Ordering Information Installation Care & Maintenance The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100oF/38oC. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the appropriate type must be included in the Cabinet. Central's Identification Signs are designed to provide information to the end user about the sprinkler system and it's components. They are available with a variety of wording combinations to meet the signing requirements of NFPA 13. The five basic types of signs are as follows: Type A - Control Valve Sign Type B - Multi-purpose Text Signs Type C - Cold Weather Sign Type D - Fire Alarm Sign Type E - Hydraulic Calculation Sign The Signs are constructed of 18 gauge steel or aluminum with a porcelain enamel or printed mylar facing respectively. The signs have corner holes or slots for easy attach- ment in the field. Sign Type B is available with the following text options: Air control Air control valve Air line Alarm test Alarm line Antifreeze system Auxiliary drain Control Control valve Drain Drain valve Entire system From city main In this building In this section Inspectors test Main control Sign For sprinkler systems & devices 1-95 Identification Signs Product Description Main drain Open sprinkler control Open sprinkler drain Test valve Triangular main drain Water motor Water motor line Technical Data Model: Sign Style: Flat, rectangular Standard Finish: porcelain or mylar Size: Type A - 9" x 7" Type B - 6" x 2" Type C - 73⁄4" x 11⁄4" Type D - 9" x 7" Type E - 5" x 7" Weight: Type A - 4.5 oz. Type B - 0.5 oz. Type C - 2.0 oz. Type D - 4.0 oz. Type E - 1.5 oz. No. 28-9.0 Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 The Identification Signs are pro- vided with 1⁄8" diameter or larger holes (or slots) in the corners for easy attachment using standard hardware chain, wire, plastic lock ties, or light gauge metal strap (not included). Installation Signs ©1995 Central Sprinkler Company Printed in U.S.A. Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Signs.1 When placing an order, indicate the full product name. Please specify the quantity and type. Hardware for hanging is not supplied with the Sign. It must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Sign - Type A THIS VALVE CONTROLS AUTOMATIC SPRINKLERS MUST BE AT ALL TIMESOPEN TO BE HANDLED ONLY BY AUTHORIZED PERSON OR BY EMPLOYEE CARING FOR SPRINKLER SYSTEM SUPPLY TO IN CASE OF FIRE DO NOT SHUT VALVE UNTIL FIRE IS ENTIRELY OUT WHEN VALVE IS SHUT FOR EMERGENCY - REPAIRS - OR FIRE- NOTIFY: REQUEST DIRECTIONS -- RESTORE PROTECTION QUICKLY The blank spaces on this sign may be utilized to provide message flexibility. Simply add combinations of sign Type B and Type C as desired. Ordering Information Sign - Type B AUXILIARY DRAIN VALVESHUT VALVE SHUTMUST BE OPENED IN CASE OF FIRE ALSO DURING SUMMER MONTHS AND MUST BE KEPT OPEN EXCEPT DURING WINTER MONTHS, WHEN VALVE IS TO BE CLOSED AND PIPES DRAINED. FRONT BACK Sign - Type C SPRINKLER FIRE - ALARM WHEN BELL RINGS CALL FIRE DEP'T OR POLICE Sign - Type D HYDRAULIC-SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System Location Basis of Design 1. DENSITY 2. DESIGNED AREA OF DISCHARGE No. of Sprinklers System Demand 1. WATER FLOW RATE 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER GPM/SQ.FT. GPM PSI SQ.FT. Sign - Type E