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Home My WebLink AboutCalcs and Data sheets.pdfFleeger Residence 2950 Booth Creek Dr. Vail, CO HYDRAULIC CALCULATIONS AND PRODUCT SUBMITTALS THIS SET OF FIRE SPRINKLER SHOP SPECIFICATIONS AND HYDRAULIC CALCULATIONS HAVE BEEN REVIEWED AND FOUND TO BE ACCEPTABLE – N.I.C.E.T. IV #102055 SR. ENGINEERING TECHNICIAN – FIRE PROTECTION, NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNICIANS _________________________________________________ ________/________/__________ TIMOTHY N TROSTEL, JR – SET DATE PHOENIX AUTOMATIC SPRINKLER 7684 S. BRENTWOOD ST. LITTLETON, CO 80128 720.922.9231 PHONE 720-922-9231 FAX Project Name : Fleeger Res Drawing No. : Project Location: 2950 Booth Creek Dr 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) 1Res78480Required60.50.119.64011.48.1Demand (HW) 2Res78480.3Required56.50.119.64015.48.1Demand (HW) 3Res1024114.6Required67.30.125.6404.513.8Demand (HW) 4Res78482.7Required550.119.64016.98.1Demand (HW)Date 3/30/2016Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.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 Mater Bed Res 0.1 784 196 4 0 0 80 60.5 Wet 34.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for March 2016 near site W1 14'x14' maximum spacing Project Name : Fleeger Res Contract No. : Project Location: 2950 Booth Creek Dr City: Vail, CO Date: 3/30/2016 Name of Contractor: Phoenix Address: Phone Number: Name of Designer: Authority Having Jurisdiction: Vail City: E-mail: Job Information Contractor Information Notes Date 3/30/2016 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResDiagram for Design Area : 1(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/30/2016Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res 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 72 972.2 62.1 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 72 62.1 972.2 71.9 80 60.5 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) 80 0 0 80 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 60.5 80 N/A Sprinklers Other Date 3/30/2016 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResHydraulic Analysis for : 1Flow, gpmPressure, psi80706050403020100S1S259.559D1D2SupplySystem Demand0 300 400 500 600 700 800 900 1000 1100Date 3/30/2016Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 72Supply point #1 - Static 972.2S2 62.1Supply point #2 - Residual 0D1 12.4Elevation Pressure 80D2 60.5System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 89.7Supply71.9 11.4 80 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 100 6.9 0.1 19.6 8.1 0.1 8.119.6196Overhead Sprinkler 101 6.9 0.1 19.6 8.1 0.102 8.420196OverheadSprinkler 102 6.9 0.1 19.6 8.1 0.102 8.420196OverheadSprinkler 103 6.9 0.1 19.6 8.1 0.104 8.720.4196Overhead Sprinkler Date 3/30/2016 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res 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: 100 287 8324.71 8330.71 6.9 19.6 19.6 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 12.09 10.87 22.96 150 0.0804 8.1 -2.6 1.8 287 002 8330.71 8330.71 20 39.6 1.25 1.291 4 0 4 150 0.1103 7.3 0 0.4 002 009 8330.71 8326.21 40.4 80 1.25 1.291 1x(us.Tee-Br)=6.55 2x(us.90)=6.55 20.93 13.1 34.03 150 0.4066 7.8 2 13.8 009 085-O 8326.21 8297.71 0 80 2 2.009 1x(coupling)=1.31 7x(us.90)=46.01 4x(us.Tee-Br)=52.58 104.8 99.91 204.7 150 0.0472 23.5 12.3 9.7 085-O 085-I 8297.71 8297.71 0 80 2 0 0.5 0 0.5 0 1.0113 45.6 0 0.5 Flow Switch *** 085-I 086-O 8297.71 8297.71 0 80 2 2.009 1x(coupling)=1.31 0.84 1.31 2.16 150 0.0472 46.1 0 0.1 086-O 086-I 8297.71 8297.71 0 80 2 0 0.5 0 0.5 0 11.9377 46.2 0 6 Febco 850 SMALL *** 086-I 087-O 8297.71 8297.71 0 80 2 2.009 1x(coupling)=1.31 0.71 1.31 2.02 150 0.0472 52.1 0 0.1 087-O 087-I 8297.71 8297.71 0 80 2 0 0.5 0 0.5 0 4.3893 52.2 0 2.2 WILKINS PRV *** 087-I W1 8297.71 8296.21 0 80 2 2.009 5x(us.90)=32.86 81.3 32.86 114.17 150 0.0472 54.4 0.6 5.4 W1 60.5 2Path No: 101 287 8324.71 8330.71 6.9 20 20 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 7.84 10.87 18.71 150 0.083 8.4 -2.6 1.6 287 7.3 3Path No: 102 002 8324.71 8330.71 6.9 20 20 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 12.09 10.87 22.96 150 0.0837 8.4 -2.6 1.9 002 7.8 Date 3/30/2016 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: 103 002 8324.71 8330.71 6.9 20.4 20.4 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 7.84 10.87 18.71 150 0.0865 8.7 -2.6 1.6 002 7.8 * 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 withthis report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor valuesare irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 19.6 ft/s occurs in the following pipe(s): (009-002) Date 3/30/2016 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm0200300400500600700 800900972.2Pressure, psi80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 1; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-O Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6 psi @ 80 gpm Date 3/30/2016 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure Loss Function Design Area: 1; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-O Flow, gpm05375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 2.2 psi @ 80 gpm Pressure Loss Function Design Area: 1; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-O Flow, gpm02550100 175250300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 0.5 psi @ 80 gpm Date 3/30/2016 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.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 Guest Master Bed Res 0.1 784 196 4 0 0 80.3 56.5 Wet 33.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for March 2016 near site W1 14'x14' maximum spacing Project Name : Fleeger Res Contract No. : Project Location: 2950 Booth Creek Dr City: Vail, CO Date: 3/30/2016 Name of Contractor: Phoenix Address: Phone Number: Name of Designer: Authority Having Jurisdiction: Vail City: E-mail: Job Information Contractor Information Notes Date 3/30/2016 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResDiagram for Design Area : 2(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/30/2016Page 12Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res 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 72 972.2 62.1 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 72 62.1 972.2 71.9 80.3 56.5 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) 80.3 0 0 80.3 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 56.5 80.3 N/A Sprinklers Other Date 3/30/2016 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResHydraulic Analysis for : 2Flow, gpmPressure, psi80706050403020100S1S259.559D1D2SupplySystem Demand0 300 400 500 600 700 800 900 1000 1100Date 3/30/2016Page 14Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 72Supply point #1 - Static 972.2S2 62.1Supply point #2 - Residual 0D1 12.1Elevation Pressure 80.3D2 56.5System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 94.3Supply71.9 15.4 80.3 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 200 6.9 0.1 19.6 8.1 0.104 8.720.4196Overhead Sprinkler 201 6.9 0.1 19.6 8.1 0.1 8.119.6196OverheadSprinkler 202 6.9 0.1 19.6 8.1 0.105 8.920.6196OverheadSprinkler 203 6.9 0.1 19.6 8.1 0.101 8.219.8196Overhead Sprinkler Date 3/30/2016 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 201 129 8324.21 8332.54 6.9 19.6 19.6 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 18.61 10.87 29.48 150 0.0804 8.1 -3.6 2.4 129 128 8332.54 8332.54 20.4 40 1.5 1.527 3.75 0 3.75 150 0.0497 6.8 0 0.2 128 110 8332.54 8327.04 40.3 80.3 1.5 1.527 1x(us.Tee-Br)=9.34 3x(us.90)=14 52.06 23.34 75.4 150 0.1808 7 2.4 13.6 110 085-O 8327.04 8297.71 0 80.3 2 2.009 1x(coupling)=1.31 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 74.74 47.32 122.06 150 0.0475 23 12.7 5.8 085-O 085-I 8297.71 8297.71 0 80.3 2 0 0.5 0 0.5 0 1.0188 41.5 0 0.5 Flow Switch *** 085-I 086-O 8297.71 8297.71 0 80.3 2 2.009 1x(coupling)=1.31 0.84 1.31 2.16 150 0.0475 42.1 0 0.1 086-O 086-I 8297.71 8297.71 0 80.3 2 0 0.5 0 0.5 0 11.9371 42.2 0 6 Febco 850 SMALL *** 086-I 087-O 8297.71 8297.71 0 80.3 2 2.009 1x(coupling)=1.31 0.71 1.31 2.02 150 0.0475 48.1 0 0.1 087-O 087-I 8297.71 8297.71 0 80.3 2 0 0.5 0 0.5 0 4.419 48.2 0 2.2 WILKINS PRV *** 087-I W1 8297.71 8296.21 0 80.3 2 2.009 5x(us.90)=32.86 81.3 32.86 114.17 150 0.0475 50.4 0.6 5.4 W1 56.5 2Path No: 203 128 8324.21 8332.54 6.9 19.8 19.8 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 18.61 10.87 29.48 150 0.0817 8.2 -3.6 2.4 128 7 3Path No: 200 129 8324.21 8332.54 6.9 20.4 20.4 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 9.07 10.87 19.94 150 0.0863 8.7 -3.6 1.7 129 6.8 Date 3/30/2016 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: 202 128 8324.21 8332.54 6.9 20.6 20.6 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 9.07 10.87 19.94 150 0.0878 8.9 -3.6 1.7 128 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 withthis report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor valuesare irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 14.07 ft/s occurs in the following pipe(s): (110-128) Date 3/30/2016 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Flow, gpm0200300400500600700 800900972.2Pressure, psi80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 2; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-O Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6 psi @ 80.3 gpm Date 3/30/2016 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure Loss Function Design Area: 2; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-O Flow, gpm05375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 2.2 psi @ 80.3 gpm Pressure Loss Function Design Area: 2; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-O Flow, gpm02550100 175250300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 0.5 psi @ 80.3 gpm Date 3/30/2016 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.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 Mechanical Room Res 0.1 1024 256 4 0 0 114.6 67.3 Wet 27.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for March 2016 near site W1 16'x16' maximum spacing Project Name : Fleeger Res Contract No. : Project Location: 2950 Booth Creek Dr City: Vail, CO Date: 3/30/2016 Name of Contractor: Phoenix Address: Phone Number: Name of Designer: Authority Having Jurisdiction: Vail City: E-mail: Job Information Contractor Information Notes Date 3/30/2016 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResDiagram for Design Area : 3(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/30/2016Page 21Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res 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 72 972.2 62.1 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 72 62.1 972.2 71.8 114.6 67.3 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 114.6 0 0 114.6 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 67.3 114.6 N/A Sprinklers Other Date 3/30/2016 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResHydraulic Analysis for : 3Flow, gpmPressure, psi80706050403020100S1S259.559D1D2SupplySystem Demand0 300 400 500 600 700 800 900 1000 1100Date 3/30/2016Page 23Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 72Supply point #1 - Static 972.2S2 62.1Supply point #2 - Residual 0D1 2.8Elevation Pressure 114.6D2 67.3System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 118.9Supply71.8 4.5 114.6 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 300 6.9 0.1 25.6 13.8 0.139 26.635.6256Overhead Sprinkler 301 6.9 0.1 25.6 13.8 0.1 13.825.6256OverheadSprinkler 302 6.9 0.1 25.6 13.8 0.102 14.326.1256OverheadSprinkler 303 6.9 0.1 25.6 13.8 0.107 15.727.4256Overhead Sprinkler Date 3/30/2016 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 301 072 8302.71 8304.71 6.9 25.6 25.6 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 5.22 10.87 16.09 150 0.1318 13.8 -0.9 2.1 072 071 8304.71 8304.71 26.1 51.7 1 1.055 2.66 0 2.66 150 0.4847 15 0 1.3 071 070 8304.71 8304.71 27.4 79.1 1 1.055 6.6 0 6.6 150 1.064 16.3 0 7 070 046 8304.71 8304.71 0 79.1 1.25 1.291 1x(us.Tee-Br)=6.55 19.5 6.55 26.05 150 0.3981 23.3 0 10.4 046 085-O 8304.71 8297.71 35.6 114.6 2 2.009 1x(coupling)=1.31 4x(us.90)=26.29 48.11 27.61 75.72 150 0.0919 33.7 3 7 085-O 085-I 8297.71 8297.71 0 114.6 2 0 0.5 0 0.5 0 1.9639 43.7 0 1 Flow Switch *** 085-I 086-O 8297.71 8297.71 0 114.6 2 2.009 1x(coupling)=1.31 0.84 1.31 2.16 150 0.0919 44.7 0 0.2 086-O 086-I 8297.71 8297.71 0 114.6 2 0 0.5 0 0.5 0 12.8338 44.9 0 6.4 Febco 850 SMALL *** 086-I 087-O 8297.71 8297.71 0 114.6 2 2.009 1x(coupling)=1.31 0.71 1.31 2.02 150 0.0919 51.3 0 0.2 087-O 087-I 8297.71 8297.71 0 114.6 2 0 0.5 0 0.5 0 9.4248 51.5 0 4.7 WILKINS PRV *** 087-I W1 8297.71 8296.21 0 114.6 2 2.009 5x(us.90)=32.86 81.3 32.86 114.17 150 0.0919 56.2 0.6 10.5 W1 67.3 2Path No: 302 072 8302.71 8304.71 6.9 26.1 26.1 1 1.055 1x(us.90)=3.11 8.28 3.11 11.39 150 0.1368 14.3 -0.9 1.6 072 15 3Path No: 303 071 8302.71 8304.71 6.9 27.4 27.4 1 1.055 1x(us.Tee-Br)=7.76 2 7.76 9.76 150 0.149 15.7 -0.9 1.5 071 16.3 Date 3/30/2016 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res PIPE INFORMATION 4Path No: 300 056 8302.71 8304.71 6.9 35.6 35.6 1 1.055 2x(us.90)=6.21 15.32 6.21 21.53 150 0.2421 26.6 -0.9 5.2 056 048 8304.71 8304.71 0 35.6 1.25 1.291 1x(us.Tee-Br)=6.55 23.32 6.55 29.86 150 0.0906 30.9 0 2.7 048 046 8304.71 8304.71 0 35.6 2 2.009 9.24 0 9.24 150 0.0105 33.6 0 0.1 046 33.7 * 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 29.02 ft/s occurs in the following pipe(s): (070-071) Date 3/30/2016 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 Flow, gpm0200300400500600700 800900972.2Pressure, psi80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 3; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-O Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6.4 psi @ 114.6 gpm Date 3/30/2016 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure Loss Function Design Area: 3; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-O Flow, gpm05375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 4.7 psi @ 114.6 gpm Pressure Loss Function Design Area: 3; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-O Flow, gpm02550100 175250300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 1 psi @ 114.6 gpm Date 3/30/2016 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.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 Great Room Res 0.1 784 196 4 0 0 82.7 55 Wet 31.6 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for March 2016 near site W1 Project Name : Fleeger Res Contract No. : Project Location: 2950 Booth Creek Dr City: Vail, CO Date: 3/30/2016 Name of Contractor: Phoenix Address: Phone Number: Name of Designer: Authority Having Jurisdiction: Vail City: E-mail: Job Information Contractor Information Notes Date 3/30/2016 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResDiagram for Design Area : 4(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/30/2016Page 30Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res 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 72 972.2 62.1 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 72 62.1 972.2 71.9 82.7 55 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) 82.7 0 0 82.7 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 55 82.7 N/A Sprinklers Other Date 3/30/2016 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger ResHydraulic Analysis for : 4Flow, gpmPressure, psi80706050403020100S1S259.559D1D2SupplySystem Demand0 300 400 500 600 700 800 900 1000 1100Date 3/30/2016Page 32Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Job : Fleeger Res Hydraulic Analysis for : 4 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 72Supply point #1 - Static 972.2S2 62.1Supply point #2 - Residual 0D1 12.1Elevation Pressure 82.7D2 55System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 99Supply71.9 16.9 82.7 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 400 6.9 0.1 19.6 8.1 0.109 9.621.4196Overhead Sprinkler 401 6.9 0.1 19.6 8.1 0.1 8.119.6196OverheadSprinkler 402 6.9 0.1 19.6 8.1 0.102 8.420196OverheadSprinkler 403 6.9 0.1 19.6 8.1 0.111 1021.8196Overhead Sprinkler Date 3/30/2016 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res 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: 401 210 8324.21 8328.95 6.9 19.6 19.6 1 1.055 4x(us.90)=12.42 25.67 12.42 38.09 150 0.0804 8.1 -2.1 3.1 210 197 8328.95 8327.04 21.4 41 1 1.055 1x(us.Tee-Br)=7.76 7.77 7.76 15.53 150 0.3151 9.1 0.8 4.9 197 196 8327.04 8327.04 0 41 1.5 1.527 4.48 0 4.48 150 0.052 14.8 0 0.2 196 110 8327.04 8327.04 41.8 82.7 1.5 1.527 1x(us.Tee-Br)=9.34 20.27 9.34 29.61 150 0.1911 15 0 5.7 110 085-O 8327.04 8297.71 0 82.7 2 2.009 1x(coupling)=1.31 5x(us.90)=32.86 1x(us.Tee-Br)=13.15 74.74 47.32 122.06 150 0.0502 20.7 12.7 6.1 085-O 085-I 8297.71 8297.71 0 82.7 2 0 0.5 0 0.5 0 1.0764 39.5 0 0.5 Flow Switch *** 085-I 086-O 8297.71 8297.71 0 82.7 2 2.009 1x(coupling)=1.31 0.84 1.31 2.16 150 0.0502 40.1 0 0.1 086-O 086-I 8297.71 8297.71 0 82.7 2 0 0.5 0 0.5 0 11.937 40.2 0 6 Febco 850 SMALL *** 086-I 087-O 8297.71 8297.71 0 82.7 2 2.009 1x(coupling)=1.31 0.71 1.31 2.02 150 0.0502 46.1 0 0.1 087-O 087-I 8297.71 8297.71 0 82.7 2 0 0.5 0 0.5 0 4.6613 46.2 0 2.3 WILKINS PRV *** 087-I W1 8297.71 8296.21 0 82.7 2 2.009 5x(us.90)=32.86 81.3 32.86 114.17 150 0.0502 48.6 0.6 5.7 W1 55 2Path No: 402 217 8324.21 8328.88 6.9 20 20 1 1.055 4x(us.90)=12.42 21.53 12.42 33.95 150 0.0832 8.4 -2 2.8 217 196 8328.88 8327.04 21.8 41.8 1 1.055 1x(us.Tee-Br)=7.76 7.76 7.76 15.52 150 0.326 9.2 0.8 5.1 196 15 3Path No: 400 210 8324.21 8328.95 6.9 21.4 21.4 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 5.22 10.87 16.09 150 0.0945 9.6 -2.1 1.5 210 9.1 Date 3/30/2016 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Hydraulic CalculationsJob : Fleeger Res PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: 403 217 8324.21 8328.88 6.9 21.8 21.8 1 1.055 1x(us.Tee-Br)=7.76 4.81 7.76 12.57 150 0.0977 10 -2 1.2 217 9.2 * 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 withthis report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor valuesare irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 15.32 ft/s occurs in the following pipe(s): (196-217) Date 3/30/2016 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 Flow, gpm0200300400500600700 800900972.2Pressure, psi80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 4; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-O Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6 psi @ 82.7 gpm Date 3/30/2016 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg Device GraphsJob : Fleeger Res Pressure Loss Function Design Area: 4; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-O Flow, gpm05375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 2.3 psi @ 82.7 gpm Pressure Loss Function Design Area: 4; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-O Flow, gpm02550100 175250300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 0.5 psi @ 82.7 gpm Date 3/30/2016 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\PHOENIX - FLEEGER RESIDENCE\Fleeger Res FP1.dwg 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 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- IMPORTANT Always 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 Assembly Bulb Screw Compression Deflector Deflector. indicated on rating is Temperature* -5 6 - 3 4 - - * * 6 5 4 2 3 1 Frame Components: 1 - NOMINAL MAKE-IN 1/2" (12,7 mm) NPT 3/4" STYLE 30 ESCUTCHEON RECESSEDWRENCH (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" USED FOR TY4234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH RECESS WRENCH WITH SPRINKLER ENGAGEMENT IN 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" MOUNTING SURFACE 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 PLATE RETAINER 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 CUP ASSEMBLY COVER PLATE/RETAINER ASSEMBLY SUPPORT CUP SOLDER TABS (3) CEILING SURFACE IS FLUSH WITH UNTIL MOUNTING THREAD INTO SPRINKLER STRAP (SEE INSTALLATION SECTION) WITH THREAD PLATE COVER SPRING EJECTION TABS RETAINER CUP WITH SUPPORT THREADS ROLL 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 r1FOEFOUBOE3FDFTTFE1FOEFOU 155°F (68°C) or 175°F (79°C) r$PODFBMFE1FOEFOU 155°F (68°C) w/139°F (59°C) Cover Plate* 175°F (79°C) w/139°F (59°C) Cover Plate* *Suitable for use with maximum 100°F (38°C) ceiling temperature. Finishes r4QSJOLMFS Natural Brass, Pure or Signal White, or Chrome Plated r3FDFTTFE&TDVUDIFPO Brass, Pure or Signal White, or Chrome r$PODFBMFE$PWFS1MBUF Refer to Ordering Procedure section. Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Brass Button. . . . . . . . . . . . . . . . . . . . . . . . . . . .Copper Sealing Assembly ................Beryllium Nickel w/TEFLON Bulb . . . . . . . . . . . . . . . . . . . . . . . . . 3 mm Glass Compression Screw ................Bronze Deflector. . . . . . . . . . . . . . . . . . . . . . . . . . Bronze Ejection Spring. . . . . . . . . . . . . . .Stainless Steel Support Cup . . . . . . . . . . . . . . . . . . . . . . . .Steel Cover Plate. . . . . . . . . . . . . . . . . . . . . . . . . Brass Retainer . . . . . . . . . . . . . . . . . . . . . . . . . . . Brass Cover 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 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. 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 Type Only wet pipe systems may be utilized. Ceiling Types Smooth 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 JTUPCFUIFHSFBUFSPGUIFGPMMPXJOH r5IFáPXSBUFTHJWFOJO5BCMFT"BOE B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area r"NJOJNVNEJTDIBSHFPGHQNGU2. 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 &YBNQMF/P"DPSSJEPSCFJOHQSP- 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. &YBNQMF /P " MPOH OBSSPX SPPN 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 Distribution Sprinklers 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 Sensitivity Sprinklers 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 Spacing The 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 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 Type Only wet pipe systems may be utilized. Hydraulic Design The 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 HSFBUFSPGUIFGPMMPXJOH r5IFáPXSBUFTHJWFOJO5BCMF$BTB function of the maximum allowable coverage area r"NJOJNVNEJTDIBSHFPGHQNGU2. 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 &YBNQMF/P"DPSSJEPSCFJOHQSP- 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. &YBNQMF /P " MPOH OBSSPX SPPN 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 Spacing The 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 Instructions Do 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 Sprinklers The 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 Sprinklers The 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 Sprinklers The 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). r'PSQFOEFOUTQSJOLMFS PSEFSQFOEFOU sprinkler assembly plus sprinkler wrench. r'PSSFDFTTFEQFOEFOUTQSJOLMFS PS- der pendent sprinkler assembly plus separately ordered recessed es- cutcheon plus sprinkler wrench. r'PS DPODFBMFE QFOEFOU TQSJOLMFS order concealed pendent sprinkler assembly plus separately ordered cover plate assembly plus sprinkler wrench. Pendent Sprinkler Assembly 4QFDJGZ4FSJFT-'** 5: , 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: 4QFDJGZ4FSJFT-'** 5: , 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: 4QFDJGZ4UZMF3FDFTTFE&T- cutcheon with (specify*) finish, P/N (specify*). *Refer to Technical Data Sheet TFP770. Separately Ordered Cover Plate Assembly: 4QFDJGZ' $ $PWFS1MBUF"T- 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: 4QFDJGZ85ZQF4QSJOLMFS8SFODI P/N 56-000-6-387. (For pendent sprinklers.) 4QFDJGZ85ZQF4QSJOLMFS8SFODI P/N 56-850-4-001. (For recessed pen- dent sprinklers and concealed pen- dent sprinklers.) (GPM) 0 5 10 15 20 0 20 40 60 80 100 120 ® 0 5 10 15 20 0 3 6 9 12 15 18 (GPM) 0 5 10 15 20 0 5 10 15 20 25 30 (GPM)(GPM) 0 5 10 15 20 0 30 60 90 120 150 180Head Loss (PSI)2" 1-1/2"Head Loss (PSI)0 5 10 15 20 0 102030405060(GPM) (GPM) 0 5 10 15 20 0 20406080100120 1/2"Head Loss (PSI)Model 850 (1/2" - 2") Flow Curves SPECIFICATION SHEET MODEL 850 (1/2" - 2") MODEL 850 (1/2" - 2") DOUBLE CHECK ASSEMBLY DOUBLE CHECK ASSEMBLY Application Non-Health Hazard Options Wye - Strainer Characteristics Physical Properties Size 1/2", 3/4", 1", 1-1/4", 1-1/2", 2" Max. Working Pressure 175 PSI (1200 KPa) Hydrostatic Test Press. 350 PSI (2400 KPa) Temperature Range 32 oF to 140oF (0oC to 60oC) End Connections Threaded ANSI B2.1 Materials Valve Body Bronze Elastomers Silicone Springs Stainless Steel Agency Compliance • ANSI/AWWA Conformance (C510-92) • ASSE Listed (Std. 1015) • CSA • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California.Head Loss (PSI)3/4" 1"Head Loss (PSI)MODEL 850 (1/2" - 2") Outdoor Installation Flow 12" Minimum Installation Recommendations 1-1/4"Head Loss (PSI)12" Minimum Clearance to Fixed Structure Model 850 (1/2" - 2") ITEM DESCRIPTION MATERIALS 1 Body Bronze 1.2 Tailpiece Bronze 1.4 O-Ring Silicone 2 Cover Bronze 2.2 O-Ring Silicone 3 Seat Noryl 3.1 O-Ring Silicone 4 Poppet Noryl 5 Seat Disc Silcone 5.1 Disc Retainer Noryl 5.2 Rnd HD Screw Stainless Steel 6 Spring Stainless Steel 7 Guide Noryl 8 Retainer Spacer Noryl 9 Ball Valve (w/tap) Brozne 9.1 Ball Valve Bronze 11 Test Cock Bronze 21 Hex HD Capscrew Stainless Steel 60 Identification Plate Brass 61 Drive Screw Stick Stainless Steel Dimensions and Weights NET WT. SIZE A B C D E Lbs. (kgs.) 1/2"10 (254.00) 1 1/2 (38.10) 1 1/2 (38.10) 3 1/8 (79.38) 1 1/4 (31.75) 4.2 (1.91) 3/4"103/4 (273.05) 1 1/2 (38.10) 1 1/2 (38.10) 3 1/8 (79.38) 1 1/4 (31.75) 4.4 (2.00) 1"121/2 (317.50) 1 7/8 (47.63) 1 5/8 (41.28) 3 3/8 (85.73) 1 1/2 (38.10) 6.8 (3.08) 11/4"157/8 (403.23) 3 (76.20) 2 1/2 (63.50) 4 1/4 (107.95) 2 1/4 (57.15) 15.8 (7.17) 11/2"163/8 (415.93) 3 (76.20) 2 1/2 (63.50) 4 1/4 (107.95) 2 1/4 (57.15) 16.2 (7.35) 2"175/8 (447.68) 3 1/2 (88.90) 2 1/2 (63.50) 4 1/4 (107.95) 2 1/4 (57.15) 21.1 (9.57) Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. Model 850 (1/2" - 2") Check Assembly U.S. - Inches (mm) FEBCO Backflow Prevention P.O. Box 8070 • Fresno, CA 93747-8070 559 252-0791 • Fax: 559 453-9030 • www.FEBCOonline.com ss850sm 4/02 Copyright 2002 SPX Valves & Controls ISO 9001 CertifiedISO 9001 CertifiedISO 9001 CertifiedISO 9001 CertifiedISO 9001 Certified FEBCO is a product of a company LISTED R R PRESSURE REDUCING CONTROL ADJUSTMENT;TURN THE ADJUSTING STEM CLOCKWISE TO INCREASE THE SETTING CC BB AAAA (MAX) OUTLETINLET 4" SIZE SHOWN GG (MAX) DD FFFF EEEE OUTLET INLET D G C B A AA AAA F FFF FF E EE EEE INLET OUTLET OUTLETINLET INLET INLET OUTLET OUTLET Globe Body Grooved Angle Body Grooved UL ULC UL ULC UL UL 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" UL/ULC LISTING 300lb Flange 150lb FlangeSize 1 1/222 1/23 4 6 8 10 AA 150 8 1/2 9 3/8 11 12 15 20 25 3/8 29 3/4 AAA 300 9 10 11 5/8 13 1/4 15 5/8 21 26 3/8 31 1/8 AAAA GROOVED 8 1/2 9 - 12 1/2 15 20 - - B 1 1/8 1 1/2 1 11/16 2 9/16 3 3/16 4 5/16 5 5/16 9 1/4 BB GROOVED 1 15/16 2 1/8 - 6 4 1/8 6 - - C Max. 5 1/2 6 1/2 7 9/16 8 3/16 10 5/8 13 3/8 16 17 1/8 CC Max. 4 3/32 5 - 6 1/2 8 13/16 11 3/32 - - D 2 13/16 3 5/16 4 4 9/16 5 3/4 7 7/8 10 11 13/16 DD GROOVED 2 13/16 3 5/16 - 4 9/16 5 3/4 7 7/8 - - EE 150 4 4 3/4 5 1/2 6 7 1/2 10 12 3/4 14 7/8 EEE 300 4 1/4 5 5 7/8 6 3/8 7 7/8 10 1/2 13 1/4 15 9/16 EEEE GROOVED - 4 3/4 - 6 7 1/2 - - - FF 150 4 3 1/4 4 4 5 6 8 8 5/8 FFF 300 4 1/4 3 1/2 4 5/16 4 3/8 5 5/16 6 1/2 8 1/2 9 5/16 FFFF GROOVED - 3 1/4 - 4 1/2 5 - - - G Max. 7 1/2 7 3/4 7 3/4 8 9 9 1/2 10 1/2 11 1/2 GG Max. 8 3/32 8 - 8 1/8 9 5/16 10 1/2 - - DIM ANSI CLASS VALVE SIZE inches • inches 1 1/222 1/2346810 mm 40 50 65 80 100 150 200 250 160 262 373 576 992 2251 3900 6150 10 15 20 30 50 115 200 300 Valve Size Min. Flow Rate (GPM) Max. Flow Rate (GPM) ZW109FP PRESSURE REDUCING VALVE MODEL P4000 PRESSURE RELIEF VALVE ZW109FP PRESSURE REDUCING VALVE MODEL P4000 PRESSURE RELIEF VALVE MAIN FIRE HEADER DISTRIBUTION TO EACH FLOOR General Description The Riser Manifolds described in thistechnical data sheet provide the nec-essary waterflow alarm, pressuregauge,and drain equipmentin a singleassembly for use in NFPA 13D or 13Rresidential sprinkler systems as fol-lows: NFPA 13D •Figure 513D (13D) 1Inch(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)2Inch(DN50) Groove x GrooveMale Thread x Groove The variety of sizes and end connec-tions allow cost effective and easytransition to check valves, controlvalves, and system piping. The RiserManifoldsmaybeinstalledineitherthehorizontal (flow switch on top) or verti-cal (flow going up). WARNINGThe Riser Manifolds described hereinmust be installed and maintained incompliance with this document, aswell as with the applicable standardsof the National Fire Protection Asso-ciation, in addition to the standards ofany other authorities having jurisdic-tion.Failure to do so may impair theperformance 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 sprinklermanufacturer should be contacted with any questions. Technical Data ApprovalsThe Figure 513D (13D) and 513D/R(13D/R) Riser Manifolds with a covertamper switch for the waterflow alarmswitch are UL Listed, ULC Listed, andFM Approved. The Figure 513D (13D) and 513D/R(13D/R) Riser Manifolds without a cover tamper switch for the waterflowalarm switch are UL Listed and FM Approved. Maximum Working Pressure175 psi (12,1 bar) AssemblyThe manifold body of the Figure 513 is ductile iron, whereas the manifoldbody of the Figure 13 is cast iron. The two assemblies are completely inter-changeable in function, application, and end-to-end laying length. FinishRed painted. Installation The Riser Manifolds may be installed in either the horizontal (flow switch ontop) 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. Useofa non-hardening pipe threadsealant is recommended. (2) Provisions for an alarm test flowmust be made. The alarm test flow isto be through an orifice having a flowcapacity equal to or smaller than thesmallestorificesprinklerinthesystem.One of two options can be considered. The first option is to temporarily installa 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 pipingdeficiencies without first depressuriz- ing and draining the system. Step 1.Install the manifold body withthe flow arrow pointing in the down-stream position using threaded con-nections and/or listed mechanicalgrooved connections, as applicable. Step 2.Connect the drain line, and then close the drain valve. Step 3.Refer to Figure 4 for wiringguidance. 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 valvesopen. 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 withPaddle 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 proceduremust be performed as indicated, in ad-dition to any specific requirements ofthe NFPA, and any impairment mustbe immediately corrected. The owner is responsible for the in- spection, testing, and maintenance oftheir 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 anyauthority having jurisdiction. The in- stallingcontractor orproductmanufac-turer should be contacted relative to any questions. It is recommended that automaticsprinkler systems be inspected,tested, and maintained by a qualifiedInspection Service in accordance withlocal requirements and/or nationalcodes. NOTESNo attempt is to be made to repair anyRiser Manifold component in the field.Only the pressure gauge or waterflowalarm switch can be replaced. If anyother problems are encountered theentire riser manifold must be replaced. The flow and alarm test procedure will result in operation of the associatedalarms. Consequently, notificationmust be given to the owner and the firedepartment, central station, or othersignal station to which the alarms areconnected, and notification must begiven 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 shutdown the effected fire protection sys- tem must first be obtained from theproper authorities and all personnel who may be affected by this actionmust be notified. After placing a fire protection systemin service, notify the proper authoritiesandadvisethoseresponsibleformoni-toring proprietary and/or central sta-tion alarms. Flow Test Procedure Step 1.Fully open the drain valve.Make certain that drainage water willnot cause any damage or injury. Step 2.Verify that the residual (flow-ing) pressure indicated by the pres- sure gauge is no less that originallyrecorded 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 wasfirst installed. Alarm Test Procedure With A TestOrifice (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 fromthe drain line outlet. Alarm Test Procedure With AnInspector’s Test Connection (SeeInstallation Note 2) Step 1.Fully open the Inspector’s Test Connection Valve. Make certain thatdrainagewaterwillnotcauseanydam- age or injury. Step 2.Verify operation of the associ- ated alarms. Step 3.Close the Inspector’s TestConnection 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 TERMINALPLATE 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 SHOWNWITH 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 forten (10) years against defects in mate- rial and workmanship when paid forand properly installed and maintained under normal use and service. Thiswarranty will expire ten (10) years from date of shipment by TFBP. Nowarranty is given for products or com- ponents manufactured by companiesnot affiliated by ownership with TFBP or for products and components whichhavebeensubjecttomisuse,improper installation,corrosion, or which havenot been installed, maintained, modi- fied or repaired in accordance with ap-plicable Standards of the National Fire Protection Association, and/or thestandards of any other Authorities Having Jurisdiction. Materials foundby TFBP to be defective shall be either repaired or replaced, at TFBP’s soleoption. TFBP neither assumes, nor authorizes any persontoassumeforit,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, incontract, tort, strict liability or underany other legal theory, for incidental,indirect,specialorconsequentialdam- ages, including but not limited to laborcharges, regardless of whether TFBP was informed about the possibility ofsuch damages, and in no event shall TFBP’s liability exceed an amountequal to the sales price. The foregoing warranty is made in lieu 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 liabilityor any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, inwhole 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 connectiontype inlet x outlet) Riser Manifold (specify - without or with) a cover tam-per switch for the waterflow alarm switch, P/N (specify). NOTESOrders 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 RiserManifold must be ordered with a covertamper switch for the waterflow alarmswitch. UL/ULC/FM AssembliesWith Cover Tamper Switch1 Inch (DN25) FTxFT............... P/N4085 1-1/2 Inch (DN40) MTxFT.............. P/N40881-1/2 Inch (DN40)MT x MT . . . . . . . . . . . . . . P/N 4089 2 Inch (DN50) GxG ................ P/N40932Inch(DN50)MTxG............... P/N4094 UL/FM AssembliesWithout Cover Tamper Switch 1 Inch (DN25) FTxFT............... P/N40471-1/2 Inch (DN40)MTxFT.............. P/N40571-1/2 Inch (DN40) MT x MT . . . . . . . . . . . . . . P/N 4058 2 Inch (DN50)GxG ................ P/N40592Inch(DN50)MTxG............... P/N4064 Replacement Parts:Specify: (description) for use with Fig-ure 513D, 513D/R, 13D, or 13D/RRiser Manifold, P/N (Ref. Figure 1, 2or 2, as applicable). TFP960 Page5of6 Page6of6 TFP960 TYCO FIRE & BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 4 All of the advantages found in copper as a metal have been capitalized to the utmost in the manufacture of NIBCO Fittings. Because of the accuracy of construction and design, copper plumbing is more efficient and less expensive. NIBCO manufactures nine general types of fittings: Wrot Pressure; Cast Pressure; Wrot Drainage; Cast Drainage; Flanges; Flared Tube; Threaded Bronze; Insert Fittings for PEX; Barbed Insert Fittings for Polybutylene. Each has its particular place and use and each offers its own advantages when used for the proper service requirement. ALLOY AND FINISH — NIBCO Fittings are made from highest quality raw materials available — Cast Fittings are made from Copper Alloy C84400 which consists of 81% Copper, 7% Lead, 3% Tin, and 9% Zinc per ASTM Specification B584. Wrot Copper Fittings are made from commercially pure copper mill products per ASTM Specifications B75 Alloy C12200. NIBCO fittings are produced to meet requirements of applicable standards wherever practicable. NIBCO brand wrot and cast fittings are manufactured in the U.S.A. and Mexico. The manufacturing plants at South Glens Falls, NY, Stuarts Draft, VA, Nacogdoches, TX and Reynosa, Mexico are registered to ISO 9002 quality standards. Following is suggested phrasing to be incorporated in your specifications or bills of material for Copper Tube Fittings. WROT SOLDER JOINT FITTINGS — “Wrot Solder Joint Fittings shall be produced to one of the following specifications: 1. Material and workmanship shall be in accordance with ASME/ANSI B16.22; Wrought Copper and Copper Alloy Solder Joint Pressure Fittings.” Specifications 2. The dimensional, material and workmanship shall meet the requirements of MSS SP-104; Wrought Copper Solder Joint Pressure Fittings.” 3. The dimensional, material and workmanship of 5"–12" copper fittings shall meet the requirements of MSS SP-109 “Welded Fabricated Copper Solder Joint Pressure Fittings.” 4. Certified to ANSI/NSF 61. CAST COPPER ALLOY SOLDER JOINT FITTINGS — “Cast Copper Alloy Solder Joint Fittings shall be in accordance with ANSI Std. B16.18.” WROT DRAINAGE FITTINGS — “Wrot Drainage Fittings shall be in accordance with ASME/ANSI Std. B16.29.” CAST COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS — “Cast Copper Alloy Solder Joint Drainage Fittings shall be in accordance with ASME Std. B16.23.” CAST COPPER ALLOY FLARED TUBE FITTINGS — “Cast Copper Alloy Flared Tube Fittings shall be in accor- dance with ASME/ANSI Std. B16.26. CAST COPPER ALLOY FLANGES AND FLANGED FITTINGS— CLASS 150 — Cast Copper Alloy Flanges and Flanged Fittings shall meet the requirements of MSS SP-106 and/or the workmanship and dimensions of Federal Specifications WW-F-406 or ASME Std. B16.24. CLASS 125 — Material, workmanship and dimensions of flanges shall be in accordance with MSS SP-106. CAST BRONZE THREADED FITTINGS — “Cast Bronze Threaded Fittings shall be in accordance with ANSI/ASME B16.15.” POLYBUTYLENE COPPER INSERT TYPE VALVES AND FITTINGS — “Wrot Copper Insert Fittings shall be manufactured per the following specifications: MSS SP-103 or ASTM F1380.” NIBCO Copper Tube Fittings are all produced to above Standards. To simplify, write your specifications to read: “Copper Tube Fittings to be in accordance with specifications as outlined in NIBCO Catalog c-cf-0602.” WROT COPPER MEDICAL MEDICAL GAS SYSTEM COMPONENTS — Wrot copper fittings that are to be installed in medical gas applications shall be prepared in accordance with NFPA 99, Health Care Facilities Gas and Vacuum Systems and the Compressed Gas Association, Pamphlet G4.1. Packaging shall be adequately protective and include labeling that identifies the preparer and states that the product has been cleaned and bagged for oxygen or med gas service. For technical information and dimensions refer to the engineering section contained in this catalog. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 42 TYPES OF JOINTS Flared Joint — The principle of the flared joint was first developed for copper tube plumbing in 1928 by NIBCO. The flared type joint is wholly a mechanical means of joining copper tubes. The tube nut is placed over the end of the copper tube to be joined; the tube end then is flared out at an approximate 45 degree angle by a flaring tool. The flared end is then drawn up by the tube nut so the inside surface is tightly secured against the ball seat of the fitting. This joint can be readily dismantled at any time and is, in effect, a type of union connection. Its use is generally restricted to soft (annealed) copper tubes since hard drawn tubes would be subject to splitting when flared (if the ends were not previously annealed). The flared ends of NIBCO Flared Fittings are produced to the requirements of ASME B16.26, “Cast Copper Alloy Fittings for Flared Copper Tube.” Solder Joint — NIBCO pioneered the development of the solder joint and its application to the field of copper tube piping. Today the solder joint is widely adopted, as evidenced by the majority of cities and states that have written codes to include copper tube and solder joints as desirable for general plumbing, water lines, vent, stack, waste and drain lines, as well as other uses in industry. Testing has shown that often the solder joint has greater strength than the tubes being joined, depending upon the soldering alloy selected. While the method of preparing a solder joint is an exacting art to insure a full strength joint, it can be readily mastered by skilled tradesmen. It is for this reason — to insure the public of the protection afforded by properly prepared joints — that NIBCO products are marketed through the reputable sources of supply to the piping trades. Important procedures for preparing a solder joint are graphically illustrated in this catalog on page 95. Brazed Joint — This type of joint has long been used wherever and whenever critical situations have been encountered in copper piping. The joint itself is completed much in the same manner as the solder joint; however, considerably more heat and several refinements of technique require separate procedures that are described further in this catalog on pages 96-97. Threaded Ends — To adapt copper tube to equipment having National Standard Pipe Taper (NPT) threads or to add copper tube to existing iron pipe installations or other threaded connections, NIBCO provides fittings having both external and internal NPT threads. These threaded ends are produced to the requirements of ASME B1.20.1, “Pipe Threads, General Purpose (Inch).” Flanges — To adapt copper tube to equipment having flanged connections, or to add copper tube to flanged pipe installations or other purposes, NIBCO provides flanges. The flanges are produced in two standard types widely used in this field where copper tube can serve — Class 150, comply with ASME B16.24, “Cast Copper Alloy Pipe Flanges and Flanged Fittings Class 150, 300, 400, 600, 900, 1500 and 2500”; and Class 125, which conform to MSS SP 106, “Cast Copper Alloy Flanges and Flanged Fittings Class 125, 150 and 300.” Barbed Insert Fittings for Polybutylene (PB) — NIBCO offers a complete line of copper barbed insert fittings for joining PB tube. The insert fittings are produced to the requirements of ASTM F 1380. Along with the insert fittings are copper crimp rings, which, when properly installed, provide a leak-tight mechanical joint. Transition fittings are available for adapting to new or existing threaded or solder joint ends. Barbed Insert Fittings for PEX — NIBCO offers a complete line of copper barbed insert fittings for joining PEX tube. The insert fittings are produced to the requirements of ASTM F 1807. Along with the insert fittings are copper crimp rings, which, when properly installed, provide a leak-tight mechanical joint. Transition fittings are available for adapting to new or existing threaded or solder joint ends. Fitting Terms and Abbreviations C Female solder cup Ftg Male solder end F Female NPT thread M Male NPT thread Hose Standard hose thread Hub Female end for soil pipe Spigot Male end for soil pipe No Hub Used with mechanical coupling O.D. Tube Actual tube outside diameter S Straight thread SJ Slip joint FL Flared Copper Tube Fittings 1. Soldering Clearance (between the outside of the tube and the inside diameter of the solder cup) and the Depth of the Solder Cup (into which the tube is inserted). Chart 1 – Soldering Clearance and Solder Cup Depth Nominal Maximum Minimum Maximum Depth of Size I.D. of O.D. of Clearance Solder Cup of Fitting Fitting Tube for Soldering (Inches) Inch (mm) Inch (mm) Inch (mm) Inch (mm) 1/4 0.381 (9.66) 0.374 (9.50) 0.007 (0.18) 0.31 (7.9) 3/8 0.506 (12.85) 0.499 (12.67) 0.007 (0.18) 0.38 (9.7) 1/2 0.631 (16.03) 0.622 (15.85) 0.009 (0.18) 0.50 (12.7) 5/8 0.756 (19.20) 0.749 (19.02) 0.007 (0.18) 0.62 (15.7) 3/4 0.881 (22.38) 0.872 (22.20) 0.009 (0.18) 0.75 (19.1) 1 1.132 (28.75) 1.123 (28.54) 0.008 (0.216) 0.91 (23.1) 1 1/4 1.382 (35.10) 1.373 (34.88) 0.008 (0.216) 0.97 (24.6) 1 1/2 1.633 (41.48) 1.623 (41.22) 0.010 (0.25) 1.09 (27.7) 2 2.133 (54.18) 2.123 (53.92) 0.010 (0.25) 1.34 (34.0) 2 1/2 2.633 (66.88) 2.623 (66.62) 0.010 (0.25) 1.47 (37.3) 3 3.133 (79.58) 3.123 (79.32) 0.010 (0.25) 1.66 (42.2) 3 1/2 3.633 (92.28) 3.623 (92.02) 0.010 (0.25) 1.91 (48.5) 4 4.133 (104.98) 4.123 (104.72) 0.010 (0.25) 2.16 (54.9) 5 5.133 (130.38) 5.123 (130.12) 0.010 (0.25) 2.66 (67.6) 6 6.133 (155.78) 6.123 (155.52) 0.010 (0.25) 3.09 (78.5) The National Bureau of Standards Report BMS58, “Strength of Soft-Soldered Joints in Copper Tubing,” reporting on tests conducted with 3/4-inch tubing and fitting, says “When the clearance is greater than 0.010 inch (0.25 mm), there is difficulty in filling the joint properly.” 2. Depth of Solder Penetration drastically affects the breaking load of the joint. When there is too great a soldering clearance, there is no capillary flow to assure complete solder penetration. As shown in the chart below, the holding power of the 3/4-inch joint is directly proportional to the depth of solder penetration. For example: If you get only one-third penetration, you get approximately one-third the strength needed to assure complete satisfaction. Chart 2 – Type K 3/4" Tubing AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 44 SOLDER JOINT SPECIFICATION Copper Tube Fittings continued HOW TO BE SURE OF PROPER TOLERANCES It is apparent that all of the scientific apparatus used to test tube and fittings, according to the dimensions indicated in Chart 1, would be impractical to use on the job. It is therefore essential that you install tube and fittings manufactured by companies known to be dedicated to the highest quality control standards. Should you encounter a condition where there is difficulty in filling the joint properly, NIBCO will analyze the trouble without charge. Just send six inches of the tube, along with the fitting and our technicians will provide you with an authoritative report. Solder penetration of one-third the cup depth — breaking load, approximately 2,100 lb. (955 kg) Solder penetration of the entire cup depth — breaking load approximately 7,000 lb. (3175 kg) U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 45 BRAZING INFORMATION For Estimating PurposesCopper Water Tube Size BrazingAFiller Required Torch Tip Acetylene Consumption Oxygen Pressure (Approx.) Acetylene Pressure (Approx.) (In Inches) Inches (mm) Drill Size No. C.F.H. (C.M.H.) PSI (kPa) PSI (kPa) 1/4 0.25B (6.4) 54 15.9 (0.5) 4 (27) 4 (27) 3/8 0.38B (9.7) 54 15.9 (0.5) 4 (27) 4 (27) 1/2 0.50 (12.7) 51 24.8 (0.7) 5 (34) 5 (34) 5/8 0.62 (15.7) 51 24.8 (0.7) 5 (34) 5 (34) 3/4 1.00 (25.0) 51 24.8 (0.7) 5 (34) 5 (34) 1 1.60 (41.0) 48 31.6 (0.9) 6 (41) 6 (41) 1 1/4 2.00 (51.0) 48 31.6 (0.9) 6 (41) 6 (41) 1 1/2 2.60 (66.0) 44 38.7 (1.1) 7 (48) 7 (48) 2 4.40 (112.0) 40 60.0 (1.7) 7 (48) 7 (48) 2 1/2 5.90 (150.0) 40 60.0 (1.7) 7 (48) 7 (48) 3 7.90 (200.0) 35 70.0 (2.0) 71/2 (52) 71/2 (52) 3 1/2 10.50 (207.0) 35 70.0 (2.0) 71/2 (52) 71/2 (52) 4 13.50 (343.0) 30 88.5 (2.5) 9 (62) 9 (62) 5 20.50 (521.0) 30 88.5 (2.5) 9 (62) 9 (62) 6 28.50 (724.0) 30 88.5 (2.5) 9 (62) 9 (62) A Approximate consumption when brazing one cup of the fitting. Actual consumption depends on workmanship. For filler sizes shown, one pound of filler alloy provides 1,068 inches (27.13 mm) of 1/16-inch wire or 475 inches (12,065 mm) of 3/32-inch wire. B 1/16-inch (1.59 mm) diameter wire; all other is 3/32-inch (2.38 mm) diameter. SOLDER AND FLUX REQUIREMENTS Nom. Size Joint Solder Required, LB (kg) (In Inches) General Use Drainage Use 1/4 0.097 – 3/8 0.159 – 1/2 0.261 – 5/8 0.389 – 3/4 0.548 – 1 0.856 – 1 1/4 1.115 1.2 (0.5) 1 1/2 1.480 1.4 (0.6) 2 2.380 1.5 (0.7) 2 1/2 3.225 – 3 4.335 2.8 (1.3) 3 1/2 5.786 – 4 7.446 4.2 (1.9) 5 11.392 – 6 15.815 – 8 26.955 – Solder requirements in this table are based on estimate of weight of solder used to prepare 100 solder joints of sizes shown. Two (2) ounces (0.06 kg) of solder flux will be required for each pound (0.45 kg) of solder. U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 3/29/04 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 46 Copper Tube Fittings continued RATED INTERNAL WORKING PRESSURES OF JOINTS MADE WITH FLARED FITTINGS AND COPPER WATER TUBE Nominal Size Joint (In Inches) Temperature, F( C) A Pressure, PSI (BAR)A 3/8, 1/2, 3/4, 1, 1 1/4, 1 1/2, 2 100 (38) 175 (12) A ASME B16.26 RATED INTERNAL WORKING PRESSURES OF POLYBUTYLENE TUBE AND COPPER BARBED INSERT FITTINGS Nominal Size Joint (In Inches) Temperature, F ( C) Pressure, PSI (BAR) 3/8, 1/2, 3/4, 1 73 (23) 200 (14) 140 (60) 160 (11) 180 (82) 100 (7) 200 (93) 80 (5) RATED INTERNAL WORKING PRESSURES OF JOINTS MADE WITH COPPER WATER TUBE AND SOLDER TYPE FITTINGS, PSI (BAR) Maximum Gauge Working Pressure for Standard Water Tube Sizes [Note (1)] Saturated SteamWorking Temperature 1/8" though 1" 11/4" through 2" 21/2" through 4" 5" through 8" 10" to 12" LB (kg) Joining Material F C PSI BAR PSI BAR PSI BAR PSI BAR PSI BAR All Sizes Alloy Sn50 100 38 200 (14) 175 (12) 150 (10) 135 (9) 100 (6) 50-50 Tin-Lead solder 150 66 150 (10) 125 (9) 100 (7) 90 (6) 70 (5)15 [Notes (2), (3)]200 93 100 (7) 90 (6) 75 (5) 70 (5) 50 (3) 250 121 85 (6) 75 (5) 50 (3) 45 (3) 40 (3) Alloy Sb5 100 38 1090 (9)(75) 850 (8)(59) 705 (9)(49) 660 (8)(46) 340 (23) 95-5 Tin-Antimony solder 150 66 625(10)(43) 485(10)(34) 405(10)(28) 375(10)(26) 280 (19)15 [Note (4)]200 93 505(11)(35) 395(10)(27) 325(10)(32) 305(10)(21) 230 (16) 250 121 270 (19) 210 (15) 175 (12) 165 (11) 120 (8) Alloy E 100 38 710(10)(49) 555( 10)(38) 460(10)(32) 430(10)(30) 320 (22) 150 66 475(11)(33) 370(10)(26) 305(10)(21) 285(11)(20) 215 (15)15200 93 375 (26) 290 (20) 240(11)(17) 225(11)(16) 170 (12) 250 121 320 (22) 250 (17) 205 (14) 195 (13) 145 (9) Alloy HB 100 38 1035 (9)(71) 805 (8)(56) 670 (8)(46) 625 (9)(43) 340 (23) [Note (6)]150 66 710 (10)(49) 555 (10)(38) 460 (10)(32) 430 (10)(30) 320 (22)15200 93 440 (11)(30) 345 (11)(24) 285 (11)(20) 265 (11)(18) 200 (14) 250 121 430 (11)(30) 335 (11)(23) 275 (11)(19) 260 (11)(18) 195 (13) Joining materials at or above 593 C Pressure-temperature ratings consistent with the materials and procedures employed. [Note (7)] GENERAL NOTE: For extremely low working temperatures in the 0 F to 200 F range, it is recommended that a joint material melting at or above 1000 F be employed [see Note (5)]. NOTES:(1) Standard water tube sizes per ASTM B 88 (2) ASTM B 32 Alloy Grade Sn50 (3) The Safe Drinking Water Act Amendment of 1986 prohibits the use of any solder having a lead content in excess of 0.2% in potable water systems. (4) ASTM B 32 Alloy Grade Sb5 (5) ASTM B 32 Alloy Grade E (6) ASTM B 32 Alloy Grade HB (7) These joining materials are defined as brazing alloys by the American Welding Society. (8) The solder joint exceeds the strength of Types K, L & M tube in drawn and annealed tempers. (9) The solder joint exceeds the strength of Types L & M tube in drawn temper and Type K tube in annealed temper. (10) The solder joint exceeds the strength of Type M tube in drawn temper and Types L & K in annealed temper. (11) The solder joint exceeds the strength of Type L tube in annealed temper. U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. RATED INTERNAL WORKING PRESSURE1 FOR COPPER FITTINGS, PSI (BAR) Water Temperature Range Nominal Water Tube Size -20 to 100 F 150 F 200 F 250 F 300 F 350 F 400 F (In Inches) (-29 to 38 C) (66 C) (95 C) (120 C) (149 C) (177 C) (204 C) 1/4 912 (62) 775 (53) 729 (50) 729 (50) 714 (49) 608 (42) 456 (31) 3/8 779 (54) 662 (46) 623 (43) 623 (43) 610 (42) 519 (36) 389 (27) 1/2 722 (50) 613 (42) 577 (40) 577 (40) 565 (39) 481 (33) 361 (25) 5/8 631 (43) 537 (37) 505 (35) 505 (35) 495 (34) 421 (29) 316 (21) 3/4 582 (40) 495 (34) 466 (32) 466 (32) 456 (31) 388 (27) 291 (20) 1 494 (34) 420 (29) 395 (27) 395 (27) 387 (26) 330 (23) 247 (17) 1 1/4 439 (30) 373 (26) 351 (24) 351 (24) 344 (23) 293 (20) 219 (15) 1 1/2 408 (28) 347 (24) 327 (23) 327 (23) 320 (22) 272 (19) 204 (14) 2 364 (25) 309 (21) 291 (20) 291 (20) 285 (20) 242 (17) 182 (13) 2 1/2 336 (23) 285 (20) 269 (19) 269 (19) 263 (18) 224 (15) 168 (12) 3 317 (22) 270 (19) 254 (17) 254 (17) 248 (17) 211 (15) 159 (11) 3 1/2 304 (21) 258 (18) 243 (17) 243 (17) 238 (16) 202 (14) 152 (10) 4 293 (20) 249 (17) 235 (16) 235 (16) 230 (16) 196 (13) 147 (10) 5 269 (19) 229 (16) 215 (15) 215 (15) 211 (15) 179 (12) 135 1(9) 6 251 (17) 213 (15) 201 (14) 201 (14) 196 (14) 167 (12) 125 1(8) 8 270 (19) 230 (16) 216 (15) 216 (15) 212 (15) 180 (12) 135 1(9) 1 The fitting pressure rating applies to the largest opening of the fitting. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 47 RATED INTERNAL WORKING PRESSURES OF CAST COPPER ALLOY FLANGES AND FLANGED FITTINGS Pressure (PSI)Nominal Size Joint Temperature(In Inches) F ( C) A Class 125A, B Class 150B Class 150A, C 1/2, 3/4,1, 1 1/4, 0 – 150 (0 – 66) 105 (7) 210 (14) 225 (15) 1 1/2, 2, 2 1/2, 175 1(79) 100 (7) 205 (14) 220 (15) 3, 4, 5, 6, 8 200 1(93)195 (7) 195 (13) 210 (15) (also 10" for 225 (107)190 (6) 190 (13) 205 (14) Class 125) 250 (121)190 (6) 180 (12) 195 (13) 275 (135)185 (6) 175 (12) 190 (13) 300 (149)185 (6) 170 (12) 180 (12) 350 (177)175 (5) 150 (10) 165 (11) 406 (208)170 (5) 140 1(9) 150 (10) A MSS SP-106 B ASTM B584, UNS C83800 and UNS C84400 C ASTM B62, UNS C83600 and ASTM B584, UNS C83600 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 50 Copper Water Tube continued U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. DIMENSIONAL DATA – COPPER WATER TUBE – TYPE “K” TYPE “K” Hard Drawn: 20-ft. (6.1m) Straight Lengths Soft Annealed: 20-ft. (6.1m) Straight Lengths, or 40-ft. (12.2m) and 60-ft. (18.3m) Length Coils (to and including size 1 1/2) Usage: For underground service and general purpose plumbing and heating installations under severe conditions. Tolerances Hard Drawn Soft Annealed (Hard Drawn Only) Outside Tubing OD Nominal Wall Weight Bursting Safe Working Bursting Safe Working Nominal Diameter Thickness Per Foot PressureA PressureB PressureA PressureC Water Tube Min. Max. Size (In Inches) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Lb (kg) psi (bars) psi (bars) psi (bars) psi (bars) 1/4 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) 0.035 (0.89) 0.145 (0.07) N/A N/A 1612 (111) N/A N/A 913 (63) 3/8 0.500 (12.70) 0.497 (12.62) 0.501 (12.73) 0.049 (1.24) 0.269 (0.12) N/A N/A 1675 (115) N/A N/A 960 (66) 1/2 0.625 (15.88) 0.622 (15.80) 0.626 (15.90) 0.049 (1.24) 0.344 (0.16) 9840 (678) 1337 (92) 4535 (313) 758 (52) 5/8 0.750 (19.05) 0.747 (18.97) 0.751 (19.08) 0.049 (1.24) 0.418 (0.19) N/A N/A 1104 (76) N/A N/A 626 (43) 3/4 0.875 (22.23) 0.872 (22.15) 0.876 (22.25) 0.065 (1.65) 0.641 (0.29) 9300 (641) 1278 (88) 4200 (290) 724 (50) 1 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.065 (1.65) 0.839 (0.38) 7200 (496) 982 (68) 3415 (235) 557 (38) 1 1/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 0.065 (1.65) 1.040 (0.47) 5525 (381) 797 (55) 2800 (193) 452 (31) 1 1/2 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 0.072 (1.83) 1.360 (0.62) 5000 (345) 742 (51) 2600 (179) 420 (29) 2 2.125 (53.98) 2.121 (53.87) 2.127 (54.03) 0.083 (2.11) 2.060 (0.93) 3915 (270) 652 (45) 2235 (154) 370 (26) 2 1/2 2.625 (66.68) 2.621 (66.57) 2.627 (66.73) 0.095 (2.41) 2.930 (1.33) 3575 (246) 597 (41) N/A N/A 338 (23) 3 3.125 (79.38) 3.121 (79.27) 3.127 (79.43) 0.109 (2.77) 4.000 (1.81) 3450 (238) 578 (40) N/A N/A 328 (23) 3 1/2 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 0.120 (3.05) 5.120 (2.32) N/A N/A 549 (38) N/A N/A 311 (21) 4 4.125 (104.78) 4.121 (104.67) 4.127 (104.83) 0.134 (3.40) 6.510 (2.95) 3415 (235) 540 (37) N/A N/A 306 (21) 5 5.125 (130.18) 5.121 (130.07) 5.127 (130.23) 0.160 (4.06) 9.670 (4.39) 3585 (247) 517 (36) N/A N/A 293 (20) 6 6.125 (155.58) 6.121 (155.47) 6.127 (155.63) 0.192 (4.88) 13.900 (6.30) 3425 (236) 520 (36) N/A N/A 295 (20) 8 8.125 (206.38) 8.119 (206.22) 8.127 (206.43) 0.271 (6.88) 25.900 (11.75) 3635 (251) 553 (38) N/A N/A 314 (22) 10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.338 (8.59) 40.300 (18.28) N/A N/A 553 (38) N/A N/A 314 (22) 12 12.125 (307.98) 12.119 (307.82) 12.127 (308.03) 0.405 (10.29) 57.800 (26.22) N/A N/A 555 (38) N/A N/A 314 (22) Note: Information and data contained in these charts, as taken from ASTM Specifications B 88. Rated internal pressure for copper water tube based on the strength of the tube alone and applicable to systems using suitable mechanical joints. A Based on actual laboratory test data provided by Copper Development Association, Inc. B Based upon 150 F (65.6 C) with an allowable stress of 9500 psi (668 kPa). C Based upon 150 F (65.6 C) with an allowable stress of 5100 psi (359 kPa). AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 51 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. DIMENSIONAL DATA – COPPER WATER TUBE – TYPE “L” TYPE “L” Hard Drawn: 20-ft. (6.1m) Straight Lengths Soft Annealed: 20-ft. (6.1m) Straight Lengths, or 40-ft. (12.2m) and 60-ft. (18.3m) Length Coils (to and including size 1 1/2) Usage: For general purpose plumbing and heating conditions. Tolerances Hard Drawn Soft Annealed (Hard Drawn Only) Outside Tubing OD Nominal Wall Weight Bursting Safe Working Bursting Safe Working Nominal Diameter Thickness Per Foot PressureA PressureB PressureA PressureC Water Tube Min. Max. Size (In Inches) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Lb (kg) psi (bars) psi (bars) psi (bars) psi (bars) 1/4 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) 0.030 (0.76) 0.126 (0.06) N/A N/A 1367 (94) N/A N/A 775 (53) 3/8 0.500 (12.70) 0.497 (12.62) 0.501 (12.73) 0.035 (0.89) 0.198 (0.09) N/A N/A 1168 (81) N/A N/A 662 (46) 1/2 0.625 (15.88) 0.622 (15.80) 0.626 (15.90) 0.040 (1.02) 0.285 (0.13) 7765 (535) 1082 (75) 3885 (268) 613 (42) 5/8 0.750 (19.05) 0.747 (18.97) 0.751 (19.08) 0.042 (1.07) 0.362 (0.16) N/A N/A 947 (65) N/A N/A 537 (37) 3/4 0.875 (22.23) 0.872 (22.15) 0.876 (22.25) 0.045 (1.14) 0.455 (0.21) 5900 (407) 873 (60) 2935 (202) 495 (34) 1 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.050 (1.27) 0.655 (0.30) 5115 (353) 741 (51) 2650 (183) 420 (29) 1 1/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 0.055 (1.40) 0.884 (0.40) 4550 (314) 658 (45) 2400 (165) 373 (26) 1 1/2 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 0.060 (1.52) 1.140 (0.52) 4100 (283) 613 (42) 2200 (152) 347 (24) 2 2.125 (53.98) 2.121 (53.87) 2.127 (54.03) 0.070 (1.78) 1.750 (0.79) 3365 (232) 545 (38) 1910 (132) 309 (21) 2 1/2 2.625 (66.68) 2.621 (66.57) 2.627 (66.73) 0.080 (2.03) 2.480 (1.12) 3215 (222) 504 (35) N/A N/A 285 (20) 3 3.125 (79.38) 3.121 (79.27) 3.127 (79.43) 0.090 (2.29) 3.330 (1.51) 2865 (198) 476 (33) N/A N/A 270 (19) 3 1/2 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 0.100 (2.54) 4.290 (1.95) N/A N/A 455 (31) N/A N/A 258 (18) 4 4.125 (104.78) 4.121 (104.67) 4.127 (104.83) 0.110 (2.79) 5.380 (2.44) 2865 (198) 440 (30) N/A N/A 249 (17) 5 5.125 (130.18) 5.121 (130.07) 5.127 (130.23) 0.125 (3.18) 7.610 (3.45) 2985 (206) 404 (28) N/A N/A 229 (16) 6 6.125 (155.58) 6.121 (155.47) 6.127 (155.63) 0.140 (3.56) 10.200 (4.63) 2690 (185) 376 (26) N/A N/A 213 (15) 8 8.125 (206.38) 8.119 (206.22) 8.127 (206.43) 0.200 (5.08) 19.290 (8.75) 2650 (183) 406 (28) N/A N/A 230 (16) 10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.250 (6.35) 30.100 (13.65) N/A N/A 407 (28) N/A N/A 231 (16) 12 12.125 (307.98) 12.119 (307.82) 12.127 (308.03) 0.280 (7.11) 40.400 (18.33) N/A N/A 380 (26) N/A N/A 215 (15) Note: Information and data contained in these charts, as taken from ASTM Specifications B 88. Rated internal pressure for copper water tube based on the strength of the tube alone and applicable to systems using suitable mechanical joints. A Based on actual laboratory test data provided by Copper Development Association, Inc. B Based upon 150 F (65.6 C) with an allowable stress of 9500 psi (668 kPa). C Based upon 150 F (65.6 C) with an allowable stress of 5100 psi (359 kPa). AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 52 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. Copper Water Tube continued DIMENSIONAL DATA – COPPER WATER TUBE – TYPE “M” TYPE “M” Hard Drawn Only: 20-ft. (6.1m) Straight Lengths Usage: For general purpose plumbing, heating and drainage installations. Tolerances Hard Drawn (Hard Drawn Only) Outside Tubing OD Nominal Wall Weight Bursting Safe Working Nominal Diameter Thickness Per Foot PressureA PressureB Water Tube Min. Max. Size (In Inches) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Lb (kg) psi (bars) psi (bars) 1/4 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) N/A N/A N/A N/A N/A N/A N/A N/A 3/8 0.500 (12.70) 0.497 (12.62) 0.501 (12.73) 0.025 (0.64) 0.145 (0.07) N/A N/A 855 (59) 1/2 0.625 (15.88) 0.622 (15.80) 0.626 (15.90) 0.028 (0.71) 0.204 (0.09) 6135 (423) 741 (51) 5/8 0.750 (19.05) 0.747 (18.97) 0.751 (19.08) N/A N/A N/A N/A N/A N/A N/A N/A 3/4 0.875 (22.23) 0.872 (22.15) 0.876 (22.25) 0.032 (0.81) 0.328 (0.15) 4717 (325) 611 (42) 1 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.035 (0.89) 0.465 (0.21) 3865 (266) 506 (35) 1 1/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 0.042 (1.07) 0.682 (0.31) 3875 (267) 507 (35) 1 1/2 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 0.049 (1.24) 0.940 (0.43) 3550 (245) 497 (34) 2 2.125 (53.98) 2.121 (53.87) 2.127 (54.03) 0.058 (1.47) 1.460 (0.66) 2935 (202) 448 (31) 2 1/2 2.625 (66.68) 2.621 (66.57) 2.627 (66.73) 0.065 (1.65) 2.030 (0.92) 2800 (193) 411 (28) 3 3.125 (79.38) 3.121 (79.27) 3.127 (79.43) 0.072 (1.83) 2.680 (1.22) 2665 (184) 380 (26) 3 1/2 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 0.083 (2.11) 3.580 (1.62) N/A N/A 378 (26) 4 4.125 (104.78) 4.121 (104.67) 4.127 (104.83) 0.095 (2.41) 4.660 (2.11) 2215 (153) 377 (26) 5 5.125 (130.18) 5.121 (130.07) 5.127 (130.23) 0.109 (2.77) 6.660 (3.02) 2490 (172) 349 (24) 6 6.125 (155.58) 6.121 (155.47) 6.127 (155.63) 0.122 (3.10) 8.920 (4.05) 2000 (138) 328 (23) 8 8.125 (206.38) 8.119 (206.22) 8.127 (206.43) 0.170 (4.32) 16.500 (7.48) 2285 (158) 344 (24) 10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.212 (5.38) 25.600 (11.61) N/A N/A 344 (24) 12 12.125 (307.98) 12.119 (307.82) 12.127 (308.03) 0.254 (6.45) 36.700 (16.65) N/A N/A 345 (24) Note: Information and data contained in these charts, as taken from ASTM Specifications B 88. Rated internal pressure for copper water tube based on the strength of the tube alone and applicable to systems using suitable mechanical joints. A Based on actual laboratory test data provided by Copper Development Association, Inc. B Based upon 150 F (65.6 C) with an allowable stress of 9500 psi (668 kPa). AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 54 Copper Water Tube continued Under normal conditions, the physical properties of copper tubes, when produced by responsible manufacturers are perfectly adapted for the conveyance of hot and cold water, steam, oil, gas, and air. Copper tubes will stand up under ordinary conditions, but the user is specifically cautioned against laying underground tube in cinderfill, especially if the ground is apt to be wet. Due to the sulphur compounds in the cinders, a condition of this kind may corrode the outside of the tubes. This may be overcome either by wrapping the tube with canvas and asphaltum or by surrounding the tube with a bed of clean sand mixed with lime, or with limestone or broken plaster. When conditions are doubtful, it is advisable to consult the Copper Development Association, or the tube manufacturer. Annealed copper tubes are generally recommended for underground use. 1/2" annealed copper tubes have been frozen as many as six times before finally bursting, eight times for 1" size, and eleven times for 2" size. Hard drawn copper tubes, however, burst during the first freezing the same as iron pipe. (Condensed from Copper Tube Handbook.) COMPARATIVE DATA – COPPER WATER TUBE AND IRON PIPES BTUs to Raise 100 F/38 C Nominal “A” “B” “C” “D” “E” “F” “G” “H” “I” Water New Pipe Inside Outside Weight Volume Water Pipe Heat Loss Flow Tube Size Diameter Diameter (In Inches) Inch (mm) Inch (mm) Lb (Kg)Gal/10ft. L/3.05m BTU kJ BTU kJ BTU kJ GPM LPM 3/8 Coper .430 (10.92) 0.500 (12.70) 0.198 (0.090) 0.0754 (0.2854) 62.89 (66.4) 18.61 (19.6) No Data No Data 1.873 (7.089) Iron .493 (12.52) 0.675 (17.15) 0.567 (0.257) 0.0992 (0.3755) 82.66 (87.2) 62.37 (65.8) No Data No Data 2.464 (9.326) 1/2 Coper .545 (13.84) 0.625 (15.88) 0.285 (0.129) 0.1212 (0.4587) 101.20 (106.8) 26.70 (28.2) 0.34 (0.36) 3.565 (13.494) Iron .622 (15.80) 0.840 (21.34) 0.850 (0.386) 0.1578 (0.5973) 131.60 (138.8) 93.50 (98.6) 5.94 (6.27) 4.585 (17.354) 3/4 Coper .785 (19.94) 0.875 (22.23) 0.455 (0.207) 0.2514 (0.9515) 209.60 (221.1) 42.67 (45.0) 0.41 (0.44) 9.599 (36.332) Iron .824 (20.93) 1.050 (26.67) 1.130 (0.513) 0.2770 (1.0484) 230.10 (242.8) 124.30 (131.1) 7.16 (7.55) 9.720 (36.790) 1 Coper 1.025 (26.04) 1.125 (28.58) 0.655 (0.297) 0.4287 (1.6226) 357.30 (377.0) 61.38 (64.8) 0.50 (0.53) 19.80 (74.94) Iron 1.049 (26.64) 1.315 (33.40) 1.678 (0.762) 0.4490 (1.6995) 374.30 (394.9) 184.58 (194.7) 8.62 (9.09) 18.53 (70.14) 1 1/4 Coper 1.265 (32.13) 1.375 (34.93) 0.884 (0.401) 0.6529 (2.4712) 544.30 (574.3) 82.91 (87.5) 0.62 (0.65) 35.05 (132.66) Iron 1.380 (35.05) 1.660 (42.16) 2.270 (1.031) 0.7770 (2.9409) 647.70 (683.4) 249.70 (263.4) 10.65 (11.24) 38.56 (145.95) 1 1/2 Coper 1.505 (38.23) 1.625 (41.28) 1.140 (0.518) 0.9241 (3.4977) 770.40 (812.8) 107.16 (113.1) 0.69 (0.73) 56.16 (212.57) Iron 1.610 (40.89) 1.900 (48.26) 2.720 (1.235) 1.0580 (4.0045) 881.60 (930.1) 298.10 (314.5) 11.97 (12.63) 58.20 (220.29) 2 Coper 1.985 (50.42) 2.125 (53.98) 1.750 (0.795) 1.6080 (6.0863) 1340.00 (1413.8) 164.50 (173.6) 0.84 (0.89) 119.10 (450.79) Iron 2.067 (52.50) 2.375 (60.33) 3.650 (1.657) 1.7430 (6.5973) 1453.00 (1533.0) 401.50 (423.6) 14.61 (15.41) 113.50 (429.60) 2 1/2 Coper 2.465 (62.61) 2.625 (66.68) 2.480 (1.126) 2.4790 (9.3830) 2066.00 (2179.7) 233.00 (245.8) 1.01 (1.07) 214.30 (811.13) Iron 2.469 (62.71) 2.875 (73.03) 5.790 (2.629) 2.4870 (9.4133) 2073.00 (2187.1) 636.90 (672.0) 17.42 (18.38) 182.50 (690.76) 3 Coper 2.945 (74.80) 3.125 (79.38) 3.330 (1.512) 3.5390 (13.3951) 2945.00 (3107.1) 313.20 (330.4) 1.13 (1.19) 347.40 (1314.91) Iron 3.068 (77.93) 3.5 (88.90) 7.58 (3.441) 3.8400 (14.5344) 3201.00 (3377.2) 832.70 (878.5) 20.63 (21.77) 326.00 (1233.91) 4 Coper 3.905 (99.19) 4.125 (104.78) 5.380 (2.443) 6.2220 (23.5503) 5186.00 (5471.5) 505.72 (533.6) 1.50 (1.58) 747.10 (2827.77) Iron 4.026 (102.26) 4.5 (114.30) 10.79 (4.899) 6.6130 (25.0302) 5513.00 (5816.5) 1186.90 (1252.2) 26.00 (27.43) 673.80 (2550.33) COLUMN A: The copper tube is Type L Standard, meeting the requirements of ASTM Specification B 88. The iron pipe is standard weight, schedule 40, bare pipe, except as to Column I where new galvanized pipe is referred to. COLUMN B: From manufacturers’ specifications. Slight variations can be noted between specifications of different manufacturers, but these figures are representative. COLUMN C: From manufacturers’ specifications with the same considerations as noted for Column B. COLUMN D: From manufacturers’ specifications. COLUMN E: Cubic contents of 10 linear feet/3.05 linear metres of tube and have been calculated from dimeters given in Column B, by the formula for the contents of a cylinder. COLUMN F: This column has been calculated from Column E and shows the number of BTUs (kilojoules) required to heat the water content only of 10 feet (3.05 metres) of the given tube and pipe 100 F (38 C). It requires 833.6 BTUs (879.5 kJ) to heat 1 gallon (3.875 litres) of water 100 F (38 C). COLUMN G: These figures are calculated from Column D and show the number of BTUs (kJ) required to raise the temperature of 10 feet (3.05 metres) of empty tube and pipe 100 F (38 C). Due to difference in the specific heat of the materials, it requires 9.4 BTUs (9.9 kJ) to raise 1 pound (0.454 kilograms) of copper 100 F (38 C) and 11.0 BTUs (11.6 kJ) to raise 1 pound (0.454 kilograms) of iron 100 F (38 C). COLUMN H: This column shows the heat emission from 10 feet (3.05 metres) of the given tube and pipe placed horizontally. The column in terms of BTUs lost per hour (kilojoules lost per hour) for each degree of difference in temperature between the pipe and the surrounding air. The figures for iron are taken from experimental data obtained at the Mellon Institute. Figures for copper have been calculated with reference to those for iron on the basis of the known ratio of heat emission between the two materials. COLUMN I: This column shows the number of gallons (litres) of water which will flow through 100 feet (30.48 metres) of the given tube and pipe with a pressure loss of 10 pounds per square inch (70 kilopascals). Flow is based on diameters in Column B according to Professor Dawson’s formulae for NEW galvanized iron pipe and NEW copper tube. Due to the corrosion of iron and its tendency to accumulate sediments and other foreign matter, Prof. Dawson suggests that 15% be deducted from the figures for iron pipe in order to arrive at a reasonable performance expectancy for such pipe in service. Because copper resists rust and is inherently more smooth, Professor Dawson suggests a deduction of only 5% from the figures given for copper tube. U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. RADII OF COILED EXPANSION LOOPS AND DEVELOPED LENGTHS OF EXPANSION OFFSETS Expected Expansion Nominal 1/2 1 1 1/2 2 2 1/2 3 3 1/2 4 TubeRLRLRLRLRLRLRLRL Size Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) 1/4 6 (152.4) 38 (965.2) 9 (228.6) 54 (1371.6) 11 (279.4) 66 (1676.4) 12 (304.8) 77 (1955.8) 14 (355.6) 3/8 7 (177.8) 44 (1117.6) 10 (254.0) 63 (1600.2) 12 (304.8) 77 (1955.8) 14 (355.6) 89 (2260.6) 16 (406.4) 1/2 8 (203.2) 50 (1270.0) 11 (279.4) 70 (1778.0) 14 (355.6) 89 (2260.6) 16 (406.4) 99 (2514.6) 18 (457.2) 3/4 9 (228.6) 59 (1498.6) 13 (330.2) 83 (2108.2) 16 (406.4) 101 (2565.4) 19 (482.6) 117 (2971.8) 21 (533.4) 1 11 (279.4) 67 (1701.8) 15 (381.0) 94 (2387.6) 18 (457.2) 115 (2921.0) 21 (533.4) 133 (3378.2) 24 (609.6) 1 1/2 13 (330.2) 80 (2032.0) 18 (457.2) 113 (2870.2) 22 (558.8) 138 (3505.2) 25 (635.0) 160 (4064.0) 29 (736.6) 2 15 (381.0) 91 (2311.4) 21 (533.4) 129 (3276.6) 25 (635.0) 158 (4013.2) 29 (736.6) 183 (4648.2) 33 (838.2) 2 1/2 16 (406.4) 102 (2590.8) 23 (584.2) 144 (3657.6) 28 (711.2) 176 (4470.4) 32 (812.8) 203 (5156.2) 36 (914.4) 3 18 (457.2) 111 (2819.4) 25 (635.0) 157 (3987.8) 30 (762.0) 191 (4851.4) 35 (889.0) 222 (5638.8) 40 (1016.0) 3 1/2 19 (482.6) 120 (3048.0) 27 (685.8) 169 (4292.6) 33 (838.2) 206 (5232.4) 38 (965.2) 239 (6070.6) 43 (1092.2) 4 20 (508.0) 128 (3251.2) 29 (736.6) 180 (4572.0) 35 (889.0) 220 (5588.0) 41 (1041.4) 255 (6477.0) 45 (1143.0) 5 23 (584.2) 142 (3606.8) 32 (812.8) 201 (5105.4) 39 (990.6) 245 (6223.0) 45 (1143.0) 284 (7213.6) 51 (1295.4) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) 86 (2184.4) 15 (381.0) 94 (2387.6) 16 (406.4) 102 (2590.8) 17 (431.8) 109 (2768.6) 99 (2514.6) 17 (431.8) 109 (2768.6) 19 (482.6) 117 (2971.8) 20 (508.0) 126 (3200.4) 111 (2819.4) 19 (482.6) 122 (3098.8) 21 (533.4) 131 (3327.4) 22 (558.8) 140 (3556.0) 131 (3327.4) 23 (584.2) 143 (3632.2) 25 (635.0) 155 (3937.0) 26 (660.4) 166 (4216.4) 149 (3784.6) 26 (660.4) 163 (4140.2) 28 (711.2) 176 (4470.4) 30 (762.0) 188 (4775.2) 179 (4546.6) 31 (787.4) 196 (4978.4) 34 (863.6) 212 (5384.8) 36 (914.4) 226 (5740.4) 205 (5207.0) 36 (914.4) 224 (5689.6) 39 (990.6) 242 (6146.8) 41 (1041.4) 259 (6578.6) 227 (5765.8) 40 (1016.0) 249 (6324.6) 43 (1092.2) 269 (6832.6) 46 (1168.4) 288 (7315.2) 248 (6299.2) 43 (1092.2) 272 (6908.8) 47 (1193.8) 293 (7442.2) 50 (1270.0) 314 (7975.6) 267 (6781.8) 47 (1193.8) 293 (7442.2) 50 (1270.0) 316 (8026.4) 54 (1371.6) 338 (8585.2) 285 (7239.0) 50 (1270.0) 312 (7924.8) 54 (1371.6) 337 (8559.8) 57 (1447.8) 361 (9169.4) 318 (8077.2) 55 (1397.0) 348 (8839.2) 60 (1524.0) 376 (9550.4) 64 (1625.6) 402(10210.8) AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 55 In the majority of low-pressure heating systems employing copper tube and installed in small houses or private dwellings, provision for expansion and contraction is relatively simple. Mains, risers, and branches to radiators should be free or floating at one end of the line. Holes should be large enough to permit free movement of the tube, and care should be exercised so that pipe hangers and supports permit unrestricted movement and do not anchor the tube. Wrought copper tube hangers that are both practicable and neat in appearance are available. Unusually long runs of copper tubing should be provided with an expansion bend or loop. By bending soft temper copper tube, a simple form of expansion loop can be made. With the addition of combination flared-tube to solder joint fittings, as illustrated in Figure 1, these types of loops can be used when space or other limitations exist. The correct proportions of such expansion loop to meet various conditions are shown in the accompanying table. FIGURE 1 EXPANSION AND CONTRACTION U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. The above chart is calculated using 10ft (3.05m) of copper tubing as the reference point. You may use it as follows: 100ft (30.5m) of copper tube, with a 200 F (93.3 C) temperature change. Reference point .2256 inches for 10ft, (5.73mm for 3.05m), multipy by 10 for 100ft (30.5m), resulting in an answer of 2.256 inches (57.3mm) of expansion or contraction. NOTE: Calculations for expansion and contraction should be based on the average coefficient of expansion of copper which is 0.0000094 per F (0.00001692 per C) between 77 F and 212 F (25 C and 100 C). For example, the expansion for each 10ft (3.05m) of any size of tube heated from room temperature of 70 F (21.1 C) to 170 F (76.7 C), that is, 100 F (55.6 C) rise, is: Rise Coefficient 100 F 10ft 12 inches 0.000094 0.1128 in.xx x =(55.6 C) (3.05m) (1000mm) (0.00001692) (2.87mm) a. U-Bend c. Offset and Return b. Coiled Loop APPROXIMATE FRICTION LOSS ALLOWANCES FOR FITTINGS AND VALVES IN FEET OF STRAIGHT TUBE Wrought-Copper Fittings Cast Copper Alloy Fittings and Valves Nominal 90 45 Tee Tee 90 180 90 45 Tee Tee Comp. Globe Gate Tube Size Elbow Elbow Run Side Outlet Bend Bend Elbow Elbow Run Side Outlet Stop Valve Valve (In Inches) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) 3/8 0.5 (0.15) 0.5 (0.15) 0.5 (0.15) 1 (0.31) 0.5 (0.15) 0.5 (0.15) 1 (0.31) 0.5 (0.15) 0.5 (0.15) 1/2 0.5 (0.15) 0.5 (0.15) 0.5 (0.15) 1 (0.31) 0.5 (0.15) 1 (0.31) 1 (0.31) 0.5 (0.15) 0.5 (0.15) 5/8 0.5 (0.15) 0.5 (0.15) 0.5 (0.15) 2 (0.61) 1 (0.31) 1 (0.31) 2 (0.61) 1 (0.31) 0.5 (0.15) 3/4 1 (0.31) 0.5 (0.15) 0.5 (0.15) 2 (0.61) 1 (0.31) 2 (0.61) 2 (0.61) 1 (0.31) 0.5 (0.15) 1 1 (0.31) 1 (0.31) 0.5 (0.15) 3 (0.92) 2 (0.61) 2 (0.61) 4 (1.22) 2 (0.61) 0.5 (0.15) 1 1/4 2 (0.61) 1 (0.31) 0.5 (0.15) 4 (1.22) 2 (0.61) 3 (0.92) 5 (1.53) 2 (0.61) 1 (0.31) 1 1/2 2 (0.61) 2 (0.61) 1 (0.31) 5 (1.53) 2 (0.61) 4 (1.22) 8 (2.44) 3 (0.92) 1 (0.31) 2 2 (0.61) 2 (0.61) 1 (0.31) 7 (2.14) 3 (0.92) 8 (2.44) 11 (3.36) 5 (1.53) 2 (0.61) 2 1/2 2 (0.61) 3 (0.92) 2 (0.61) 9 (2.75) 4 (1.22) 16 (4.88) 14 (4.27) 8 (2.44) 2 (0.61) 3 3 (0.92) 4 (1.22) – – – – 5 (1.53) 20 (6.10) 18 (5.49) 11 (3.36) 2 (0.61) 3 1/2 4 (1.22) – – – – – – 7 (2.14) 24 (7.32) 24 (7.32) 14 (4.27) 2 (0.61) 4 – – – – – – – – 8 (2.44) 28 (8.54) 28 (8.54) 17 (5.19) 2 (0.61) 5 – – – – – – – – 10 (3.05) 37 (11.29) 41 (12.51) 22 (6.71) 2 (0.61) 6 – – – – – – – – 13 (3.97) 47 (14.34) 52 (15.86) 28 (8.54) 2 (0.61) Notes: This table is based on tests conducted at Harvard University (1948). If the type of fitting is not known – i.e., whether wrought copper or cast alloy – use cast copper alloy values for design. Feet (m)Feet (m) Feet (m) Feet (m) 2 (0.61) 9 (2.75) – – – – 2 (0.61) 13 (3.97) – – – – 3 (0.92) 17 (5.19) – – – – 3 (0.92) 21 (6.41) – – – – 5 (1.53) 30 (9.15) – – 1 (0.31) 7 (2.14) – – 53 (16.17) 1 (0.31) 9 (2.75) – – 66 (20.13) 2 (0.61) 12 (3.66) – – 90 (27.45) 2 (0.61) 16 (4.88) – – – – 2 (0.61) 20 (6.10) – – – – 2 (0.61) 31 (9.46) – – – – 2 (0.61) 37 (11.29) – – – – 2 (0.61) 48 (14.64) – – – – – – 61 (18.61) – – – – – – AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 56 SELECTION OF TUBE SIZES The smooth interior of copper tube, and the design of both solder joint and flared-tube-type fittings, which have no shoulders projecting into the flow of water, decrease friction loss. With the use of copper tube, no allowance is necessary for the accumulation of rust deposits in supply and service lines. Consequently, copper tube lines are usually figured one size smaller than iron pipe for the same service. This rule does not apply to lines from a well to a pump where the nominal diameters specified by the pump manufacturer must be adhered to strictly. Water passing through any pipe line encounters resistance by friction. The resistance is increased by bends and turns in the line, which should be taken into account in complex piping systems. For example, a one-inch 90 elbow will cause friction loss equivalent to that of one foot (0.305m) of straight one-inch tube. (See below for allowance to be made for fittings and valves in equivalent lengths of tube.) Friction loss in terms of head loss must be taken into consideration in calculating tube sizes to be used for various types of installations. For most average-size-house installations with water pressures 40 PSI (275.8kPa) and higher, 3/4" copper tube will be ample for main supply lines, and 1/2" copper tube can be used for risers and branches to all fixtures. The smaller 3/8" tube is adequate to supply branches, but with pressures at 40 PSI (275.8kPa) and higher, water hammer becomes a concern when the flow is suddenly stopped. Copper Water Tube continued U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 57 COPPER WATER TUBE – INTERNAL WORKING PRESSURES* Service Temperature F ( C) 100 F (37.8 C) 200 F (93.3 C) 300 F (148.9 C) 400 F (204.4 C) Nominal S = 6000psi (414 bars) S = 4800psi (331 bars)S=4700 psi (324 bars) S=3000 psi (207 bars) Tube Size (In Inches) Type K Type L Type M Type K Type L Type M Type K Type L Type K Type L 1/4 1210 (83.43) 1025 (70.67) – – 850 (58.61) 700 (48.27) – – 830 (57.23) 690 (47.58) 530 (36.54) 3/8 1275 (87.91) 890 (61.37) 625 (43.09) 930 (64.12) 630 (43.44) 460 (31.72) 910 (62.74) 610 (42.06) 590 (40.68) 1/2 1005 (69.29) 810 (55.85) 560 (38.61) 730 (50.33) 580 (39.99) 415 (28.61) 720 (49.64) 570 (39.30) 460 (31.72) 5/8 830 (57.23) 705 (48.61) – – 600 (41.37) 500 (34.48) – – 580 (39.99) 500 (34.48) 380 (26.20) 3/4 950 (65.50) 645 (44.47) 450 (31.03) 700 (48.27) 470 (32.41) 325 (22.41) 690 (47.58) 460 (31.72) 440 (30.34) 1 725 (49.99) 550 (37.92) 380 (26.20) 540 (37.23) 400 (27.58) 270 (18.62) 530 (36.54) 400 (27.58) 340 (23.44) 1 1/4 590 (40.68) 495 (34.13) 375 (25.86) 440 (30.34) 370 (25.51) 270 (18.62) 430 (29.65) 360 (24.82) 280 (19.31) 1 1/2 550 (37.92) 455 (31.37) 370 (25.51) 410 (28.27) 340 (23.44) 270 (18.62) 400 (27.58) 330 (22.75) 260 (17.93) 2 485 (33.44) 405 (27.92) 335 (23.10) 350 (24.13) 310 (21.37) 240 (16.55) 345 (23.79) 305 (21.03) 230 (15.86) 2 1/2 450 (31.03) 375 (25.86) 305 (21.03) 330 (22.75) 275 (18.96) 220 (15.17) 320 (22.06) 270 (18.62) 210 (14.48) 3 430 (29.65) 355 (24.48) 280 (19.31) 320 (22.06) 260 (17.93) 205 (14.13) 315 (21.72) 255 (17.58) 210 (14.48) 3 1/2 410 (28.27) 340 (23.44) 280 (19.31) 300 (20.69) 250 (17.24) 200 (13.79) 300 (20.69) 245 (16.89) 190 (13.10) 4 400 (27.58) 325 (22.41) 280 (19.31) 295 (20.34) 240 (16.55) 200 (13.79) 290 (20.00) 235 (16.20) 190 (13.10) 5 385 (26.55) 300 (20.69) 260 (17.93) 290 (20.00) 220 (15.17) 190 (13.10) 280 (19.31) 215 (14.82) 180 (12.41) 6 385 (26.55) 280 (19.31) 240 (16.55) 280 (19.31) 205 (14.13) 180 (12.41) 280 (19.31) 200 (13.79) 190 (13.10) 8 410 (28.27) 300 (20.69) 255 (17.58) 300 (20.69) 220 (15.17) 190 (13.10) 300 (20.69) 215 (14.82) 200 (13.79) 10 410 (28.27) 300 (20.69) 255 (17.58) 310 (21.37) 225 (15.51) 190 (13.10) 305 (21.03) 220 (15.17) 200 (13.79) 12 410 (28.27) 280 (19.31) 225 (15.51) 310 (21.37) 210 (14.48) 190 (13.10) 305 (21.03) 205 (14.13) 200 (13.79) *Rated internal pressures for Copper Water Tube based on the strength of the tube alone and applicable to systems using suitable mechanical joints. The values are based on the formula in the American Standard Code, Power Piping ANSI/ASME B31.1 1992. Formulas 450 (31.03) 400 (27.58) 370 (25.51) 330 (22.75) 300 (20.69) 260 (17.93) 230 (15.86) 220 (15.17) 190 (13.10) 180 (12.41) 170 (11.72) 160 (11.03) 150 (10.34) 140 (9.65) 130 (8.96) 140 (9.65) 150 (10.34) 140 (9.65) PDtm = + C2S + 0.8P or 2 S tmP = when C is OD - 0.8 tm tm Minimum tube wall thickness P Maximum rated internal working pressure D Outside diameter of tube S Allowable stress in material due to internal pressure at operating temperature C Allowance for threading, mechanical strength and/or corrosion U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 60 1/2" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.626 inches (15.900 mm) Nominal O.D. = 0.6250 inches (15.875 mm) Minimum O.D. = 0.624 inches (15.850 mm) Nominal I.D. = 0.527 inches (13.3858 mm) Nominal Wall Thickness = 0.049 inches (1.245 mm) Flow Area = 0.2181 sq. inches (140.73 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 1.00 0.95 2.22 1.47 63 0.22 2.22 0.45 1.50 2.02 4.70 2.21 95 0.46 4.70 0.67 2.00 3.44 8.00 2.94 126 0.78 8.00 0.90 2.50 5.19 12.10 3.68 158 1.18 12.10 1.12 3.00 7.28 16.95 4.41 189 1.65 16.95 1.34 3.50 9.69 22.54 5.15 221 2.19 22.54 1.57 4.00 12.40 28.86 5.88 252 2.81 28.86 1.79 4.50 15.43 35.88 6.62 284 3.49 35.88 2.02 5.00 18.75 43.61 7.35 315 4.24 43.61 2.24 5.50 22.37 52.01 8.09 347 5.06 52.01 2.47 6.00 26.28 61.10 8.83 379 5.95 61.10 2.69 6.50 30.48 70.85 9.56 410 6.90 70.85 2.91 7.00 34.97 81.26 10.30 442 7.91 81.26 3.14 7.50 39.73 92.32 11.03 473 8.99 92.32 3.36 8.00 44.78 104.03 11.77 505 10.13 104.03 3.59 8.50 50.10 116.38 12.50 536 11.33 116.38 3.81 9.00 55.69 129.36 13.24 568 12.60 129.36 4.03 9.50 61.56 142.97 13.97 599 13.93 142.97 4.26 10.00 67.69 157.20 14.71 631 15.31 157.20 4.48 10.50 74.10 172.05 15.44 662 16.76 172.05 4.71 11.00 80.76 187.51 16.18 694 18.27 187.51 4.93 11.50 87.69 203.58 16.91 725 19.84 203.58 5.16 12.00 94.88 220.26 17.65 757 21.46 220.26 5.38 12.50 102.34 237.54 18.39 789 23.15 237.54 5.60 13.00 110.05 255.41 19.12 820 24.89 255.41 5.83 13.50 118.01 273.89 19.86 852 26.70 273.89 6.05 14.00 126.23 292.95 20.59 883 28.56 292.95 6.28 1/2" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.626 inches (15.900 mm) Nominal O.D. = 0.6250 inches (15.875 mm)Minimum O.D. = 0.624 inches (15.850 mm) Nominal I.D. = 0.5450 inches (13.843 mm)Nominal Wall Thickness = 0.049 inches (1.245 mm) Flow Area = 0.2333 sq. inches (150.50 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 1.00 0.81 1.89 1.38 63 0.18 1.89 0.42 1.50 1.71 3.99 2.06 95 0.39 3.99 0.63 2.00 2.92 6.80 2.75 126 0.66 6.80 0.84 2.50 4.41 10.27 3.44 158 1.00 10.27 1.05 3.00 6.18 14.39 4.13 189 1.40 14.39 1.26 3.50 8.23 19.14 4.81 221 1.86 19.14 1.47 4.00 10.53 24.51 5.50 252 2.38 24.51 1.68 4.50 13.10 30.47 6.19 284 2.96 30.47 1.89 5.00 15.92 37.03 6.88 315 3.60 37.03 2.10 5.50 19.00 44.17 7.56 347 4.30 44.17 2.31 6.00 22.32 51.89 8.25 379 5.05 51.89 2.52 6.50 25.89 60.17 8.94 410 5.86 60.17 2.72 7.00 29.70 69.01 9.63 442 6.72 69.01 2.93 7.50 33.74 78.41 10.31 473 7.63 78.41 3.14 8.00 38.03 88.35 11.00 505 8.60 88.35 3.35 8.50 42.55 98.83 11.69 536 9.62 98.83 3.56 9.00 47.30 109.86 12.38 568 10.70 109.86 3.77 9.50 52.28 121.41 13.07 599 11.83 121.41 3.98 10.00 57.49 133.50 13.75 631 13.00 133.50 4.19 10.50 62.92 146.11 14.44 662 14.23 146.11 4.40 11.00 68.59 159.24 15.13 694 15.51 159.24 4.61 11.50 74.47 172.89 15.82 725 16.85 172.89 4.82 12.00 80.58 187.05 16.50 757 18.23 187.05 5.03 12.50 86.91 201.73 17.19 789 19.66 201.73 5.24 13.00 93.46 216.91 17.88 820 21.14 216.91 5.45 13.50 100.22 232.60 18.57 852 22.67 232.60 5.66 14.00 107.20 248.78 19.25 883 24.25 248.78 5.87 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 61 1/2" TYPE “M” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.626 inches (15.900 mm) Nominal O.D. = 0.6250 inches (15.875 mm) Minimum O.D. = 0.624 inches (15.850 mm) Nominal I.D. = 0.5690 inches (14.4526 mm) Nominal Wall Thickness = 0.028 inches (0.711 mm) Flow Area = 0.2543 sq. inches (164.05 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 1.00 0.66 1.53 1.26 63 0.15 1.53 0.38 1.50 1.39 3.24 1.89 95 0.31 3.24 0.58 2.00 2.37 5.51 2.52 126 0.54 5.51 0.77 2.50 3.58 8.33 3.15 158 0.81 8.33 0.96 3.00 5.01 11.67 3.79 189 1.13 11.67 1.15 3.50 6.67 15.52 4.42 221 1.51 15.52 1.35 4.00 8.54 19.87 5.05 252 1.93 19.87 1.54 4.50 10.62 24.71 5.68 284 2.40 24.71 1.73 5.00 12.91 30.03 6.31 315 2.92 30.03 1.92 5.50 15.41 35.82 6.94 347 3.48 35.82 2.12 6.00 18.10 42.07 7.57 379 4.09 42.07 2.31 6.50 20.99 48.79 8.20 410 4.75 48.79 2.50 7.00 24.08 55.96 8.83 442 5.45 55.96 2.69 7.50 27.36 63.57 9.46 473 6.19 63.57 2.88 8.00 30.83 71.64 10.09 505 6.98 71.64 3.08 8.50 34.50 80.14 10.72 536 7.80 80.14 3.27 9.00 38.35 89.08 11.36 568 8.68 89.08 3.46 9.50 42.39 98.45 11.99 599 9.59 98.45 3.65 10.00 46.61 108.25 12.62 631 10.54 108.25 3.85 10.50 51.02 118.47 13.25 662 11.54 118.47 4.04 11.00 55.61 129.12 13.88 694 12.58 129.12 4.23 11.50 60.39 140.19 14.51 725 13.66 140.19 4.42 12.00 65.34 151.67 15.14 757 14.78 151.67 4.61 12.50 70.47 163.57 15.77 789 15.94 163.57 4.81 13.00 75.78 175.88 16.40 820 17.14 175.88 5.00 13.50 81.26 188.60 17.03 852 18.38 188.60 5.19 14.00 86.93 201.72 17.66 883 19.66 201.72 5.38 5/8" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.751 inches (19.075 mm) Nominal O.D. = 0.7500 inches (19.050 mm)Minimum O.D. = 0.749 inches (19.025 mm) Nominal I.D. = 0.6520 inches (16.5608 mm)Nominal Wall Thickness = 0.049 inches (1.245 mm) Flow Area = 0.3339 sq. inches (215.40 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 1.00 0.34 0.79 0.96 63 0.08 0.79 0.29 2.00 1.22 2.84 1.92 126 0.28 2.84 0.59 3.00 2.58 6.02 2.88 189 0.58 6.02 0.88 4.00 4.40 10.24 3.84 252 1.00 10.24 1.17 5.00 6.66 15.48 4.80 315 1.51 15.48 1.46 6.00 9.33 21.69 5.77 379 2.11 21.69 1.76 7.00 12.41 28.85 6.73 442 2.81 28.85 2.05 8.00 15.90 36.93 7.69 505 3.60 36.93 2.34 9.00 19.77 45.92 8.65 568 4.47 45.92 2.64 10.00 24.03 55.81 9.61 631 5.44 55.81 2.93 11.00 28.67 66.57 10.57 694 6.49 66.57 3.22 12.00 33.69 78.20 11.53 757 7.62 78.20 3.51 13.00 39.07 90.68 12.49 820 8.84 90.68 3.81 14.00 44.82 104.00 13.45 883 10.14 104.00 4.10 15.00 50.92 118.16 14.41 946 11.52 118.16 4.39 16.00 57.39 133.14 15.37 1009 12.98 133.14 4.69 17.00 64.21 148.95 16.34 1072 14.52 148.95 4.98 18.00 71.38 165.56 17.30 1136 16.15 165.56 5.27 19.00 78.89 182.98 18.26 1199 17.85 182.98 5.56 20.00 86.76 201.19 19.22 1262 19.63 201.19 5.86 21.00 94.96 220.19 20.18 1325 21.48 220.19 6.15 22.00 103.51 239.98 21.14 1388 23.41 239.98 6.44 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 62 5/8" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.751 inches (19.075 mm) Nominal O.D. = 0.7500 inches (19.050 mm) Minimum O.D. = 0.749 inches (19.025 mm) Nominal I.D. = 0.6660 inches (16.9164 mm) Nominal Wall Thickness = 0.042 inches (1.067 mm) Flow Area = 0.3484 sq. inches (224.75 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 1.00 0.30 0.71 0.92 63 0.07 0.71 0.28 2.00 1.10 2.56 1.84 126 0.25 2.56 0.56 3.00 2.33 5.43 2.76 189 0.53 5.43 0.84 4.00 3.97 9.24 3.68 252 0.90 9.24 1.12 5.00 6.00 13.96 4.60 315 1.36 13.96 1.40 6.00 8.41 19.56 5.53 379 1.90 19.56 1.68 7.00 11.20 26.02 6.45 442 2.53 26.02 1.96 8.00 14.34 33.31 7.37 505 3.24 33.31 2.25 9.00 17.83 41.41 8.29 568 4.03 41.41 2.53 10.00 21.67 50.33 9.21 631 4.90 50.33 2.81 11.00 25.86 60.03 10.13 694 5.85 60.03 3.09 12.00 30.38 70.52 11.05 757 6.87 70.52 3.37 13.00 35.23 81.77 11.97 820 7.97 81.77 3.65 14.00 40.41 93.79 12.89 883 9.14 93.79 3.93 15.00 45.92 106.56 13.81 946 10.39 106.56 4.21 16.00 51.75 120.07 14.74 1009 11.71 120.07 4.49 17.00 57.90 134.32 15.66 1072 13.10 134.32 4.77 18.00 64.37 149.30 16.58 1136 14.56 149.30 5.05 19.00 71.15 165.01 17.50 1199 16.09 165.01 5.33 20.00 78.24 181.43 18.42 1262 17.70 181.43 5.61 21.00 85.64 198.57 19.34 1325 19.37 198.57 5.89 22.00 93.34 216.42 20.26 1388 21.11 216.42 6.18 3/4" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.876 inches (22.250 mm) Nominal O.D. = 0.8750 inches (22.225 mm)Minimum O.D. = 0.874 inches (22.200 mm) Nominal I.D. = 0.7450 inches (18.923 mm)Nominal Wall Thickness = 0.065 inches (1.651 mm) Flow Area = 0.4359 sq. inches (281.24 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 2.00 0.64 1.49 1.47 126 0.14 1.49 0.45 4.00 2.30 5.35 2.94 252 0.52 5.35 0.90 6.00 4.88 11.34 4.42 379 1.10 11.34 1.35 8.00 8.31 19.30 5.89 505 1.88 19.30 1.79 10.00 12.56 29.17 7.36 631 2.84 29.17 2.24 12.00 17.61 40.87 8.83 757 3.98 40.87 2.69 14.00 23.42 54.36 10.30 883 5.30 54.36 3.14 16.00 30.00 69.59 11.78 1009 6.79 69.59 3.59 18.00 37.31 86.54 13.25 1136 8.44 86.54 4.04 20.00 45.35 105.16 14.72 1262 10.26 105.16 4.49 22.00 54.10 125.44 16.19 1388 12.24 125.44 4.94 24.00 63.56 147.34 17.66 1514 14.38 147.34 5.38 26.00 73.72 170.86 19.14 1640 16.68 170.86 5.83 28.00 84.56 195.97 20.61 1766 19.13 195.97 6.28 30.00 96.09 222.65 22.08 1893 21.74 222.65 6.73 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 63 3/4" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.876 inches (22.250 mm) Nominal O.D. = 0.8750 inches (22.225 mm) Minimum O.D. = 0.874 inches (22.200 mm) Nominal I.D. = 0.7850 inches (19.939 mm) Nominal Wall Thickness = 0.045 inches (1.143 mm) Flow Area = 0.4840 sq. inches (312.25 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 2.00 0.4944 1.1517 1.3258 126.17 0.1118 1.1517 0.4041 4.00 1.7846 4.1519 2.6516 252.35 0.4037 4.1519 0.8082 6.00 3.7815 8.7905 3.9774 378.52 0.8554 8.7905 1.2123 8.00 6.4425 14.9675 5.3032 504.69 1.4573 14.9675 1.6164 10.00 9.7393 22.6169 6.6290 630.87 2.2031 22.6169 2.0205 12.00 13.6513 31.6896 7.9548 757.04 3.0880 31.6896 2.4246 14.00 18.1618 42.1472 9.2806 883.21 4.1083 42.1472 2.8287 16.00 23.2573 53.9578 10.6064 1009.39 5.2610 53.9578 3.2328 18.00 28.9264 67.0944 11.9322 1135.56 6.5434 67.0944 3.6369 20.00 35.1590 81.5338 13.2580 1261.73 7.9532 81.5338 4.0411 22.00 41.9465 97.2555 14.5838 1387.91 9.4886 97.2555 4.4452 24.00 49.2811 114.2412 15.9096 1514.08 11.1477 114.2412 4.8493 26.00 57.1557 132.4747 17.2354 1640.25 12.9290 132.4747 5.2534 28.00 65.5641 151.9408 18.5613 1766.43 14.8311 151.9408 5.6575 30.00 74.5002 172.6261 19.8871 1892.60 16.8525 172.6261 6.0616 3/4" TYPE “M” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 0.876 inches (22.250 mm) Nominal O.D. = 0.8750 inches (22.225 mm)Minimum O.D. = 0.874 inches (22.200 mm) Nominal I.D. = 0.8110 inches (20.5994 mm)Nominal Wall Thickness = 0.032 inches (0.813 mm) Flow Area = 0.5156 sq. inches (333.27 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 2.00 0.42 0.98 1.24 126 0.10 0.98 0.38 4.00 1.52 3.54 2.48 252 0.34 3.54 0.76 6.00 3.23 7.50 3.73 379 0.73 7.50 1.14 8.00 5.50 12.77 4.97 505 1.24 12.77 1.51 10.00 8.31 19.30 6.21 631 1.88 19.30 1.89 12.00 11.65 27.04 7.45 757 2.64 27.04 2.27 14.00 15.50 35.97 8.70 883 3.51 35.97 2.65 16.00 19.85 46.05 9.94 1009 4.49 46.05 3.03 18.00 24.69 57.26 11.18 1136 5.58 57.26 3.41 20.00 30.00 69.58 12.42 1262 6.79 69.58 3.79 22.00 35.80 83.00 13.66 1388 8.10 83.00 4.16 24.00 42.06 97.49 14.91 1514 9.51 97.49 4.54 26.00 48.78 113.05 16.15 1640 11.03 113.05 4.92 28.00 55.95 129.66 17.39 1766 12.66 129.66 5.30 30.00 63.58 147.32 18.63 1893 14.38 147.32 5.68 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 64 1" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.1265 inches (28.613 mm) Nominal O.D. = 1.1250 inches (28.575 mm) Minimum O.D. = 1.1235 inches (28.537 mm) Nominal I.D. = 0.9850 inches (25.273 mm) Nominal Wall Thickness = 0.0650 inches (1.651 mm) Flow Area = 0.7776 sq. inches (501.65 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 2.50 0.24 0.55 1.03 158 0.05 0.55 0.31 5.00 0.85 1.98 2.06 315 0.19 1.98 0.63 7.50 1.80 4.19 3.09 473 0.41 4.19 0.94 10.00 3.07 7.14 4.13 631 0.70 7.14 1.26 12.50 4.65 10.78 5.16 789 1.05 10.78 1.57 15.00 6.51 15.11 6.19 946 1.47 15.11 1.89 17.50 8.66 20.10 7.22 1104 1.96 20.10 2.20 20.00 11.09 25.73 8.25 1262 2.51 25.73 2.52 22.50 13.80 31.99 9.28 1419 3.12 31.99 2.83 25.00 16.77 38.88 10.32 1577 3.79 38.88 3.14 27.50 20.01 46.37 11.35 1735 4.53 46.37 3.46 30.00 23.51 54.47 12.38 1893 5.32 54.47 3.77 32.50 27.27 63.17 13.41 2050 6.17 63.17 4.09 35.00 31.28 72.45 14.44 2208 7.08 72.45 4.40 37.50 35.54 82.31 15.47 2366 8.04 82.31 4.72 40.00 40.05 92.75 16.50 2523 9.06 92.75 5.03 42.50 44.81 103.76 17.54 2681 10.14 103.76 5.34 45.00 49.81 115.33 18.57 2839 11.27 115.33 5.66 47.50 55.06 127.47 19.60 2997 12.46 127.47 5.97 50.00 60.55 140.15 20.63 3154 13.70 140.15 6.29 52.50 66.27 153.39 21.66 3312 14.99 153.39 6.60 55.00 72.24 167.18 22.69 3470 16.34 167.18 6.92 1" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.1265 inches (28.613 mm) Nominal O.D. = 1.1250 inches (28.575 mm)Minimum O.D. = 1.1235 inches (28.537 mm) Nominal I.D. = 1.0250 inches (26.035 mm)Nominal Wall Thickness = 0.0500 inches (1.270 mm) Flow Area = 0.8252 sq. inches (532.36 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 2.50 0.20 0.48 0.97 158 0.05 0.48 0.30 5.00 0.74 1.71 1.94 315 0.17 1.71 0.59 7.50 1.56 3.63 2.92 473 0.35 3.63 0.89 10.00 2.66 6.18 3.89 631 0.60 6.18 1.19 12.50 4.02 9.33 4.86 789 0.91 9.33 1.48 15.00 5.64 13.08 5.83 946 1.27 13.08 1.78 17.50 7.50 17.39 6.80 1104 1.70 17.39 2.07 20.00 9.60 22.27 7.78 1262 2.17 22.27 2.37 22.50 11.94 27.69 8.75 1419 2.70 27.69 2.67 25.00 14.52 33.65 9.72 1577 3.28 33.65 2.96 27.50 17.32 40.13 10.69 1735 3.92 40.13 3.26 30.00 20.35 47.14 11.66 1893 4.60 47.14 3.56 32.50 23.60 54.67 12.64 2050 5.34 54.67 3.85 35.00 27.07 62.70 13.61 2208 6.12 62.70 4.15 37.50 30.76 71.24 14.58 2366 6.96 71.24 4.44 40.00 34.66 80.27 15.55 2523 7.84 80.27 4.74 42.50 38.78 89.80 16.52 2681 8.77 89.80 5.04 45.00 43.11 99.81 17.50 2839 9.75 99.81 5.33 47.50 47.65 110.31 18.47 2997 10.78 110.31 5.63 50.00 52.40 121.29 19.44 3154 11.85 121.29 5.93 52.50 57.36 132.75 20.41 3312 12.97 132.75 6.22 55.00 62.52 144.68 21.38 3470 14.14 144.68 6.52 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 65 1" TYPE “M” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.1265 inches (28.613 mm) Nominal O.D. = 1.1250 inches (28.575 mm) Minimum O.D. = 1.1235 inches (28.537 mm) Nominal I.D. = 1.0558 inches (26.797 mm) Nominal Wall Thickness = 0.0350 inches (0.889 mm) Flow Area = 0.8742 sq. inches (563.98 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 2.50 0.18 0.41 0.92 158 0.04 0.41 0.28 5.00 0.64 1.49 1.84 315 0.14 1.49 0.56 7.50 1.36 3.15 2.75 473 0.31 3.15 0.84 10.00 2.31 5.37 3.67 631 0.52 5.37 1.12 12.50 3.49 8.11 4.59 789 0.79 8.11 1.40 15.00 4.90 11.36 5.51 946 1.11 11.36 1.68 17.50 6.52 15.11 6.42 1104 1.47 15.11 1.96 20.00 8.34 19.35 7.34 1262 1.89 19.35 2.24 22.50 10.38 24.06 8.26 1419 2.35 24.06 2.52 25.00 12.61 29.24 9.18 1577 2.85 29.24 2.80 27.50 15.05 34.88 10.09 1735 3.40 34.88 3.08 30.00 17.68 40.97 11.01 1893 4.00 40.97 3.36 32.50 20.51 47.51 11.93 2050 4.64 47.51 3.64 35.00 23.52 54.49 12.85 2208 5.32 54.49 3.92 37.50 26.73 61.91 13.76 2366 6.05 61.91 4.19 40.00 30.12 69.76 14.68 2523 6.81 69.76 4.47 42.50 33.70 78.04 15.60 2681 7.62 78.04 4.75 45.00 37.47 86.74 16.52 2839 8.47 86.74 5.03 47.50 41.41 95.87 17.43 2997 9.37 95.87 5.31 50.00 45.54 105.41 18.35 3154 10.30 105.41 5.59 52.50 49.84 115.37 19.27 3312 11.28 115.37 5.87 55.00 54.33 125.74 20.19 3470 12.29 125.74 6.15 1 1/4" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.3765 inches (34.963 mm) Nominal O.D. = 1.3750 inches (34.925 mm)Minimum O.D. = 1.3735 inches (34.887 mm) Nominal I.D. = 1.2450 inches (31.623 mm)Nominal Wall Thickness = 0.0650 inches (1.651 mm) Flow Area = 1.2174 sq. inches (785.41 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 5.00 0.29 0.67 1.32 315 0.06 0.67 0.40 10.00 1.03 2.40 2.64 631 0.23 2.40 0.80 15.00 2.19 5.08 3.95 946 0.49 5.08 1.20 20.00 3.73 8.65 5.27 1262 0.84 8.65 1.61 25.00 5.64 13.06 6.59 1577 1.27 13.06 2.01 30.00 7.90 18.30 7.91 1893 1.79 18.30 2.41 35.00 10.51 24.34 9.22 2208 2.38 24.34 2.81 40.00 13.46 31.17 10.54 2523 3.04 31.17 3.21 45.00 16.74 38.75 11.86 2839 3.79 38.75 3.61 50.00 20.35 47.09 13.18 3154 4.60 47.09 4.02 55.00 24.27 56.18 14.49 3470 5.49 56.18 4.42 60.00 28.52 65.99 15.81 3785 6.45 65.99 4.82 65.00 33.07 76.52 17.13 4101 7.48 76.52 5.22 70.00 37.94 87.76 18.45 4416 8.58 87.76 5.62 75.00 43.11 99.71 19.77 4732 9.75 99.71 6.02 80.00 48.58 112.35 21.08 5047 10.99 112.35 6.43 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 66 1 1/4" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.3765 inches (34.963 mm) Nominal O.D. = 1.375 inches (34.925 mm) Minimum O.D. = 1.3735 inches (34.887 mm) Nominal I.D. = 1.265 inches (32.131 mm) Nominal Wall Thickness = 0.0550 inches (1.397 mm) Flow Area = 1.2568 sq. inches (810.85 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 5.00 0.26 0.62 1.28 315 0.06 0.62 0.39 10.00 0.96 2.22 2.55 631 0.22 2.22 0.78 15.00 2.02 4.70 3.83 946 0.46 4.70 1.17 20.00 3.45 8.00 5.11 1262 0.78 8.00 1.56 25.00 5.22 12.09 6.38 1577 1.18 12.09 1.95 30.00 7.31 16.94 7.66 1893 1.65 16.94 2.33 35.00 9.73 22.53 8.93 2208 2.20 22.53 2.72 40.00 12.45 28.84 10.21 2523 2.82 28.84 3.11 45.00 15.49 35.86 11.49 2839 3.50 35.86 3.50 50.00 18.83 43.58 12.76 3154 4.26 43.58 3.89 55.00 22.46 51.98 14.04 3470 5.08 51.98 4.28 60.00 26.39 61.06 15.32 3785 5.97 61.06 4.67 65.00 30.61 70.81 16.59 4101 6.92 70.81 5.06 70.00 35.11 81.21 17.87 4416 7.94 81.21 5.45 75.00 39.89 92.27 19.15 4732 9.02 92.27 5.84 80.00 44.96 103.97 20.42 5047 10.17 103.97 6.22 1 1/4" TYPE “M” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.3765 inches (34.963 mm) Nominal O.D. = 1.3750 inches (34.925 mm)Minimum O.D. = 1.3735 inches (34.887 mm) Nominal I.D. = 1.2910 inches (32.7914 mm)Nominal Wall Thickness = 0.0420 inches (1.067 mm) Flow Area = 1.3090 sq. inches (844.52 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 5.00 0.24 0.56 1.23 315 0.05 0.56 0.37 10.00 0.87 2.01 2.45 631 0.20 2.01 0.75 15.00 1.83 4.26 3.68 946 0.41 4.26 1.12 20.00 3.12 7.25 4.90 1262 0.71 7.25 1.49 25.00 4.72 10.95 6.13 1577 1.07 10.95 1.87 30.00 6.62 15.34 7.35 1893 1.50 15.34 2.24 35.00 8.81 20.40 8.58 2208 1.99 20.40 2.61 40.00 11.28 26.12 9.80 2523 2.55 26.12 2.99 45.00 14.03 32.48 11.03 2839 3.17 32.48 3.36 50.00 17.05 39.47 12.25 3154 3.86 39.47 3.74 55.00 20.34 47.08 13.48 3470 4.60 47.08 4.11 60.00 23.90 55.31 14.71 3785 5.41 55.31 4.48 65.00 27.72 64.14 15.93 4101 6.27 64.14 4.86 70.00 31.80 73.56 17.16 4416 7.19 73.56 5.23 75.00 36.13 83.57 18.38 4732 8.17 83.57 5.60 80.00 40.72 94.17 19.61 5047 9.21 94.17 5.98 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 67 1 1/2" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.6270 inches (41.326 mm) Nominal O.D. = 1.6250 inches (41.275 mm) Minimum O.D. = 1.6230 inches (41.224 mm) Nominal I.D. = 1.4810 inches (38.227 mm) Nominal Wall Thickness = 0.0720 inches (1.829 mm) Flow Area = 1.7227 sq. inches (1111.39 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 5.00 0.12 0.29 0.93 315 0.03 0.29 0.28 10.00 0.44 1.03 1.86 631 0.10 1.03 0.57 15.00 0.94 2.18 2.79 946 0.21 2.18 0.85 20.00 1.60 3.72 3.72 1262 0.36 3.72 1.14 25.00 2.42 5.61 4.66 1577 0.55 5.61 1.42 30.00 3.39 7.87 5.59 1893 0.77 7.87 1.70 35.00 4.52 10.46 6.52 2208 1.02 10.46 1.99 40.00 5.78 13.39 7.45 2523 1.31 13.39 2.27 45.00 7.19 16.65 8.38 2839 1.63 16.65 2.55 50.00 8.74 20.24 9.31 3154 1.98 20.24 2.84 55.00 10.43 24.14 10.24 3470 2.36 24.14 3.12 60.00 12.26 28.36 11.17 3785 2.77 28.36 3.41 65.00 14.21 32.88 12.11 4101 3.22 32.88 3.69 70.00 16.30 37.72 13.04 4416 3.69 37.72 3.97 75.00 18.53 42.85 13.97 4732 4.19 42.85 4.26 80.00 20.88 48.28 14.90 5047 4.72 48.28 4.54 85.00 23.36 54.01 15.83 5362 5.28 54.01 4.83 90.00 25.97 60.04 16.76 5678 5.87 60.04 5.11 95.00 28.70 66.35 17.69 5993 6.49 66.35 5.39 100.00 31.56 72.96 18.62 6309 7.14 72.96 5.68 105.00 34.55 79.85 19.56 6624 7.82 79.85 5.96 110.00 37.66 87.03 20.49 6940 8.52 87.03 6.24 115.00 40.89 94.49 21.42 7255 9.25 94.49 6.53 1 1/2" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.6270 inches (41.326 mm) Nominal O.D. = 1.6250 inches (41.275 mm)Minimum O.D. = 1.6230 inches (41.224 mm) Nominal I.D. = 1.5050 inches (37.6174 mm)Nominal Wall Thickness = 0.0600 inches (1.524 mm) Flow Area = 1.7789 sq. inches (1147.71 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 5.00 0.11 0.26 0.90 315 0.03 0.26 0.27 10.00 0.41 0.95 1.80 631 0.09 0.95 0.55 15.00 0.87 2.02 2.71 946 0.20 2.02 0.82 20.00 1.48 3.44 3.61 1262 0.34 3.44 1.10 25.00 2.24 5.19 4.51 1577 0.51 5.19 1.37 30.00 3.14 7.27 5.41 1893 0.71 7.27 1.65 35.00 4.18 9.67 6.31 2208 0.94 9.67 1.92 40.00 5.35 12.39 7.21 2523 1.21 12.39 2.20 45.00 6.65 15.40 8.12 2839 1.50 15.40 2.47 50.00 8.09 18.72 9.02 3154 1.83 18.72 2.75 55.00 9.65 22.32 9.92 3470 2.18 22.32 3.02 60.00 11.33 26.22 10.82 3785 2.56 26.22 3.30 65.00 13.14 30.41 11.72 4101 2.97 30.41 3.57 70.00 15.08 34.88 12.62 4416 3.41 34.88 3.85 75.00 17.13 39.63 13.53 4732 3.88 39.63 4.12 80.00 19.31 44.65 14.43 5047 4.37 44.65 4.40 85.00 21.60 49.95 15.33 5362 4.89 49.95 4.67 90.00 24.01 55.52 16.23 5678 5.43 55.52 4.95 95.00 26.54 61.36 17.13 5993 6.00 61.36 5.22 100.00 29.19 67.47 18.03 6309 6.60 67.47 5.50 105.00 31.95 73.84 18.94 6624 7.23 73.84 5.77 110.00 34.82 80.48 19.84 6940 7.88 80.48 6.05 115.00 37.81 87.38 20.74 7255 8.55 87.38 6.32 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 68 1 1/2" TYPE “M” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 1.6270 inches (41.326 mm) Nominal O.D. = 1.6250 inches (41.275 mm) Minimum O.D. = 1.6230 inches (41.224 mm) Nominal I.D. = 1.5270 inches (38.7858 mm) Nominal Wall Thickness = 0.0490 inches (1.2446 mm) Flow Area = 1.8313 sq. inches (1181.50 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 5.00 0.11 0.25 0.88 315 0.02 0.25 0.27 10.00 0.38 0.89 1.75 631 0.09 0.89 0.53 15.00 0.81 1.88 2.63 946 0.18 1.88 0.80 20.00 1.38 3.20 3.50 1262 0.31 3.20 1.07 25.00 2.09 4.84 4.38 1577 0.47 4.84 1.33 30.00 2.93 6.78 5.26 1893 0.66 6.78 1.60 35.00 3.89 9.02 6.13 2208 0.88 9.02 1.87 40.00 4.98 11.54 7.01 2523 1.13 11.54 2.14 45.00 6.20 14.35 7.88 2839 1.40 14.35 2.40 50.00 7.53 17.44 8.76 3154 1.70 17.44 2.67 55.00 8.99 20.80 9.64 3470 2.03 20.80 2.94 60.00 10.56 24.44 10.51 3785 2.39 24.44 3.20 65.00 12.25 28.34 11.39 4101 2.77 28.34 3.47 70.00 14.05 32.50 12.26 4416 3.18 32.50 3.74 75.00 15.96 36.92 13.14 4732 3.61 36.92 4.00 80.00 17.99 41.61 14.02 5047 4.07 41.61 4.27 85.00 20.13 46.55 14.89 5362 4.55 46.55 4.54 90.00 22.38 51.74 15.77 5678 5.06 51.74 4.81 95.00 24.73 57.18 16.64 5993 5.59 57.18 5.07 100.00 27.20 62.87 17.52 6309 6.15 62.87 5.34 105.00 29.77 68.81 18.40 6624 6.73 68.81 5.61 110.00 32.45 74.99 19.27 6940 7.34 74.99 5.87 115.00 35.23 81.42 20.15 7255 7.97 81.42 6.14 2" TYPE “K” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 2.1270 inches (54.026 mm) Nominal O.D. = 2.1250 inches (53.975 mm)Minimum O.D. = 2.1230 inches (53.924 mm) Nominal I.D. = 1.9590 inches (49.7586 mm)Nominal Wall Thickness = 0.0830 inches (2.1082 mm) Flow Area = 3.0141 sq. inches (1944.58 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 10 0.11 0.26 1.06 631 0.03 0.26 0.32 20 0.41 0.95 2.13 1262 0.09 0.95 0.65 30 0.87 2.02 3.19 1893 0.20 2.02 0.97 40 1.48 3.43 4.26 2523 0.34 3.43 1.30 50 2.24 5.19 5.32 3154 0.51 5.19 1.62 60 3.14 7.27 6.39 3785 0.71 7.27 1.95 70 4.18 9.67 7.45 4416 0.95 9.67 2.27 80 5.35 12.38 8.52 5047 1.21 12.38 2.60 90 6.66 15.39 9.58 5678 1.51 15.39 2.92 100 8.09 18.71 10.64 6309 1.83 18.71 3.24 110 9.66 22.32 11.71 6940 2.18 22.32 3.57 120 11.34 26.21 12.77 7570 2.57 26.21 3.89 130 13.16 30.40 13.84 8201 2.98 30.40 4.22 140 15.09 34.86 14.90 8832 3.41 34.86 4.54 150 17.15 39.61 15.97 9463 3.88 39.61 4.87 160 19.33 44.63 17.03 10094 4.37 44.63 5.19 170 21.62 49.93 18.10 10725 4.89 49.93 5.52 180 24.04 55.50 19.16 11356 5.44 55.50 5.84 190 26.57 61.34 20.22 11986 6.01 61.34 6.16 200 29.22 67.44 21.29 12617 6.61 67.44 6.49 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 69 2" TYPE “L” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 2.1270 inches (54.026 mm) Nominal O.D. = 2.1250 inches (53.975 mm) Minimum O.D. = 2.1230 inches (53.924 mm) Nominal I.D. = 1.9850 inches (50.419 mm) Nominal Wall Thickness = 0.0700 inches (1.778 mm) Flow Area = 3.0946 sq. inches (1996.54 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 10 0.11 0.25 1.04 631 0.02 0.25 0.32 20 0.39 0.89 2.07 1262 0.09 0.89 0.63 30 0.82 1.89 3.11 1893 0.18 1.89 0.95 40 1.39 3.22 4.15 2523 0.31 3.22 1.26 50 2.10 4.87 5.18 3154 0.48 4.87 1.58 60 2.95 6.82 6.22 3785 0.67 6.82 1.90 70 3.92 9.07 7.26 4416 0.89 9.07 2.21 80 5.02 11.61 8.29 5047 1.14 11.61 2.53 90 6.24 14.44 9.33 5678 1.41 14.44 2.84 100 7.59 17.55 10.37 6309 1.72 17.55 3.16 110 9.06 20.93 11.40 6940 2.05 20.93 3.48 120 10.64 24.58 12.44 7570 2.41 24.58 3.79 130 12.34 28.51 13.48 8201 2.79 28.51 4.11 140 14.15 32.70 14.51 8832 3.20 32.70 4.42 150 16.08 37.15 15.55 9463 3.64 37.15 4.74 160 18.13 41.86 16.59 10094 4.10 41.86 5.06 170 20.28 46.83 17.62 10725 4.59 46.83 5.37 180 22.54 52.05 18.66 11356 5.10 52.05 5.69 190 24.92 57.53 19.70 11986 5.64 57.53 6.00 200 27.40 63.25 20.73 12617 6.20 63.25 6.32 2" TYPE “M” COPPER TUBE — WATER FLOW AND FRICTION LOSS PER 100 FEET Maximum O.D. = 2.1270 inches (54.026 mm) Nominal O.D. = 2.1250 inches (53.975 mm)Minimum O.D. = 2.1230 inches (53.924 mm) Nominal I.D. = 2.0090 inches (51.0286 mm)Nominal Wall Thickness = 0.0580 inches (1.4732 mm) Flow Area = 3.1699 sq. inches (2045.11 sq. mm)Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velocity(GPM) (psi/100 ft) (ft/100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m) (m/sec.) 10 0.10 0.23 1.01 631 0.02 0.23 0.31 20 0.36 0.84 2.02 1262 0.08 0.84 0.62 30 0.77 1.78 3.04 1893 0.17 1.78 0.93 40 1.31 3.04 4.05 2523 0.30 3.04 1.23 50 1.98 4.59 5.06 3154 0.45 4.59 1.54 60 2.78 6.43 6.07 3785 0.63 6.43 1.85 70 3.70 8.55 7.08 4416 0.84 8.55 2.16 80 4.74 10.95 8.10 5047 1.07 10.95 2.47 90 5.89 13.62 9.11 5678 1.33 13.62 2.78 100 7.16 16.55 10.12 6309 1.62 16.55 3.08 110 8.54 19.74 11.13 6940 1.93 19.74 3.39 120 10.03 23.19 12.15 7570 2.27 23.19 3.70 130 11.64 26.89 13.16 8201 2.63 26.89 4.01 140 13.35 30.84 14.17 8832 3.02 30.84 4.32 150 15.17 35.04 15.18 9463 3.43 35.04 4.63 160 17.10 39.48 16.19 10094 3.87 39.48 4.94 170 19.13 44.17 17.21 10725 4.33 44.17 5.24 180 21.26 49.09 18.22 11356 4.81 49.09 5.55 190 23.50 54.26 19.23 11986 5.32 54.26 5.86 200 25.84 59.66 20.24 12617 5.85 59.66 6.17 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 84 Copper Water Tube continued COPPER TUBE – TYPES, STANDARDS, APPLICATIONS, TEMPERS AND LENGTHS Commercially Available Lengths Tube Type Color Code Standard Application Nominal or Standard Sizes Drawn Annealed Type K Green ASTM B 88 Domestic Water Service Distribution Straight Lengths:1/4-inch to 8-inch 20 ft. (6.1m) 20 ft. (6.1m) Fire Protection 10-inch 18 ft. (5.5m) 18 ft. (5.5m) Solar 12-inch 12 ft. (3.7m) 12 ft. (3.7m) Fuel/Fuel Oil Coils:1/4-inch to 1-inch – 60 ft. (18.3m) HVAC – 100 ft. (30.5m) Snow Melting 11/4-inch & 11/2-inch – 60 ft. (18.3m) 2-inch – 40 ft. (12.2m) – 45 ft. (13.7m) Type L Blue ASTM B 88 Domestic Water Service Distribution Straight Lengths: 1/4-inch to 10-inch 20 ft. (6.1m) 20 ft. (6.1m) Fire Protection 12-inch 18 ft. (5.5m) 18 ft. (5.5m) Solar Fuel/Fuel Oil Natural Gas Coils:1/4-inch to 1-inch – 60 ft. (18.3m) Liquified Petroleum (LP) Gas – 100 ft. (30.5m) HVAC 11/4-inch & 11/2-inch – 60 ft. (18.3m) Snow Melting 2-inch – 40 ft. (12.2m) – 45 ft. (13.7m) Type M Red ASTM B 88 Domestic Water Service Distribution Straight Lengths: 1/4-inch to 12-inch 20 ft. (6.1m) N/A Fire Protection Solar Fuel/Fuel Oil HVAC Snow Melting DWV Yellow ASTM B 306 Drain Straight Lengths: 1 1/4-inch to 8-inch 20 ft. (6.1m) N/A Waste Vent HVAC Solar ACR Blue ASTM B 280 Air Conditioning Straight Lengths: 1/4-inch to 41/8-inch 20 ft. (6.1m) 20 ft. (6.1m) 1 Refrigeration Natural Gas Coils:1/8-inch to 15/8-inch – 50 ft. (15.3m) 1 Liquified Petroleum (LP) Gas OXY Type K ASTM B 819 Medical Gas Straight Lengths: 1/4-inch to 8-inch 20 ft. (6.1m) N/A MED Green OXY/MED OXY/ACR Type L ACR/MED Blue Type G Yellow ASTM B 837 Natural Gas Straight Lengths: 3/8-inch to 11/8-inch 12 ft. (3.7m) 12 ft. (3.7m) 1 Liquified Petroleum (LP) Gas 20 ft. (6.1m) 20 ft. (6.1m)1 Coils:3/8-inch to 7/8-inch – 60 ft. (18.3m) 1 – 100 ft. (30.5m) 1 1 Available as special order only. U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. The Fine Art of Soldering AHEAD OF THE FLOW ™ www.nibco.com Revision 5/14/02 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 SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 85 1. Cut tube end square, ream, burr and size. When adjoining surfaces of copper and copper alloys meet under proper conditions of cleanliness and temperature, solder will make a perfect adhesion. The strength of joint is equal to or even greater than the strength of tube alone. Surface tension seals the joint. Capillary attraction draws solder into, around, and all about the joint. It’s easy to learn to make a perfect solder joint when you use NIBCO Fittings. WITH 95-5 SOLDER AND INTERMEDIATELY CORROSIVE FLUX 6. Remove excess solder with a small brush or wiping cloth while the solder is plastic. 2. Use sand cloth or steel wire brush to clean tube and cup to a bright metal finish. 3. Apply solder flux to outside of tube and inside of cup of fitting carefully so that surfaces to be joined are completely covered.Use flux sparingly. 4. Apply flame to the fitting to heat tube and solder cup of fitting until solder melts when placed at joint of tube and fitting. 5. Remove flame and feed solder into the joint at one or two points until a ring of solder appears at the end of the fitting. The correct amount of solder is approximately equal to 11/2 the diameter of the fitting… 3/4" (20mm) solder for 1/2" fitting, etc. 4 For the most up to date information, visit www.sammysuperscrew.com Wood Flooring Wood Joist Double Sheetrock Ceiling Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) FM Test Load (lbs) Box Qty Case Qty 1/4" 8002957 GST 100 1/4 x 1" 210 (7/16” OSB)670 (3/4” Ply)25 125 1/4" 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 125 1/4" 8004957 GST 300 1/4 x 3" 2060 (Fir) 25 125 3/8" 8006957 GST .75 1/4 x 3/4" 564 (3/4" Ply) 25 125 3/8" 8007957 GST 10 1/4 x 1" 210 (7/16” OSB) 670 (3/4” Ply)300 25 125 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 3/8" 8068925 GST 20-SS 1/4 x 2" 1760 (Fir) 850 25 125 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 3/8" 8069925 GST 30-SS 1/4 x 3" 2060 (Fir) 25 125 3/8" 8011925 GST 40 1/4 x 4" 2180 (Fir) 25 125 3/8" 8012925 GST 60 1/4 x 6" 2230 (Fir) 25 125 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1/2" 8014925 GST 2.5-380 3/8 x 2-1/2" 2113 (Fir) 25 125 1/2" 8015925 GST 3 1/4 x 3" 2275 (Fir) 25 125 1/2" 8016925 GST 4 1/4 x 4" 2180 (Fir) 25 125 1/2" 8017925 GST 6 1/4 x 6" 2230 (Fir) 25 125 Not less than 2” nominal width (1-1/2”) Not less than 3” nominal thickness (2-1/2”) (depth or side of vertical member) VERTICAL MOUNT WOOD WOOD WOOD WOOD WOODSAMMYS® for Wood Installs VERTICALLY into the bottom of wood structures easily and quickly! #14 Black Nut Driver Part # 8113910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. #14 SW Red Nut Driver Part # 8114910 Composite / Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for GST 25-380 . Tool available on page 10. For vertical use - install in center of lower face. Minimum 2” embedment into base material for NFPA 13 compliance. Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) FM Test Load (lbs) Min Thickness Box Qty Case Qty 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475 25 125 125 3/8" 8141957 SH-GST 30 1/4 x 3" 1720 (Fir) 1500 1475 25 125 #14 Black Nut Driver Part # 8113910 SAMMY Swivel Head®for Wood Product Features • No pre-drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation cost. • Made in the U.S.A. Product Features • Eliminates distortion of threaded rod. • Accommodates up to 3 ½” x 12 pitch roof. • Allows 17° deﬂection from vertical. • Saves time from traditional methods. • Reduces installation cost. • Made in the U.S.A. Installs VERTICALLY and swivels up to 17° in wood structure 5 To ﬁnd a distributor near you, call 800-BUILDEX Not less than 2” nominal width (1-1/2”) up to 3-1/2” pipe; not less than 3” (2-1/2”) nominal width 4” & 5” pipe Minimum 2-1/2” from bottom for branch lines. Minimum 3” from bottom for main lines. Exception: This requirement shall not apply to 2” or thicker nailing strips resting on top of steel beams. Floor Joist HORIZONTAL MOUNT WOOD WOOD WOOD WOOD WOODSIDEWINDERS® for Wood Installs HORIZONTALLY into the side of wood structures easily and quickly! Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) Box Qty Case Qty 1/4" 8018957 SWG 100 1/4 x 1" 622 (Fir) 25 125 1/4" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 3/8" 8073925 SWG 20-SS 1/4 x 2" 1725 (Fir) 850 25 125 3/8" 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 #14 SW Red Nut Driver Part # 8114910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. INSTALLATION STEPS - VERTICAL INTO WOOD & STEEL: 1. Insert the appropriate nut driver into a 3/8” or 1/2” portable drill. 2. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. 3. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 1/4”, 3/8”, 1/2” or metric all thread rod, bolt stock. (The 1/2” requires the #14SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. INSTALLATION STEPS - HORIZONTAL INTO WOOD & STEEL: 1. Insert the appropriate nut driver into a 3/8” or 1/2” portable drill. 2. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. 3. When the nut driver spins free on the SAMMYS, stop the drill and remove. 4. The unit is now ready to receive 1/4”, 3/8” or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. Composite/Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for Model SWG 25-380 (tools available on pg 10 ) Product Features • No pre-drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation cost. • Made in the U.S.A. ffice an fact ring acilit 1375 Sampson Ave. Corona, CA 92879 Ph: 951.737.5599 Fax: 951.737.0330 stomer Ser ice 800.786.5266 tolco com 72 www.tolco.com Revision 5/24/2001a brand of Fig. 98 - Rod Stiffener Size Range — Secures 3/8" thru 7/8" hanger rod Material — Carbon Steel Function — Secures channel to hanger rod for vertical seismic bracing. Finish — Electro Galvanized Note — Available in HDG finish or Stainless Steel materials. Order By — Figure number Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in 1" increments Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter, rod length and finish Fig. 100 - All Thread Rod Full Lengths Size Range — Secures 3/8" thru 7/8" rod in 10’ lengths Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter and finish Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 11/2 11630 10370 510 ffice an fact ring acilit 1375 Sampson Ave. Corona, CA 92879 Ph: 909.737.5599 Fax: 909.737.0330 stomer Ser ice 800.786.5266 tolco com 89 www.tolco.com Revision 5/24/2001a brand of Fig. 202 - Adjustable Copper Tubing Ring Hanger Size Range — 1/2" thru 6" copper tubing Material — Carbon Steel Function — Recommended for the suspension of non- insulated stationary copper tubing. Approvals — Conforms to Federal Specification WW-H-171E, Type 10, 1/2" thru 4", and Manufacturers Standardization Society SP-69, Type 10 Finish — Copper-plated Order By — Figure number and nominal tubing size Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Rod Size ABCLoad Lbs. Wt./100 1/2 3/8 3 1/8 23/4 11/2 400 11 3/4 3/8 3 1/8 25/8 11/4 400 11 13/831/8 21/2 1 400 12 11/4 3/8 3 1/4 21/2 1 400 13 11/2 3/8 3 7/8 311/4 400 14 23/841/2 33/8 11/2 400 15 21/2 3/8* 5 1/2 43/8 2 600 40 31/263/8 43/4 2 600 45 31/2 1/2 6 3/8 41/2 11/2 600 52 41/2*73/8 51/4 21250 59 55/883/8 53/4 21250 97 65/891/2 63/8 11/8 1250 139 *21/2" CT filled with water weighs less than 2" IP filled with water, 4" CT less than 31/2" IP with water. 2 1/2" CT available with 1/2" thread and 4" CT available with 5/8" thread for Government Specs. Identification Signs For Sprinkler Systems and Devices NFPA 13 Signing Requirements Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Page 1 of 4 AUGUST, 2007 TFP1615 WARNINGS The Identification Signs described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing 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. Technical Data Material & Finish 18 gauge aluminum with mylar facing. Installation The Identification Signs are provid- ed with 1⁄8 Inch (3,2 mm) diameter or larger holes (or slots) in the corners for easy attachment using standard hard- ware chain, wire, plastic lock ties, or light gauge metal strap (not included). General Description Identification Signs (Ref. Figure 1) are designed to provide information to the end user about the sprinkler system and its components. They are avail- able with a variety of wording combi- nations to meet the signing require- ments of NFPA 13. The five basic types of Identification Signs are as follows: Type A- Control Valve Sign Type B- Multi-Purpose Text Signs (See Below) Type D- Fire Alarm Sign Type E- Hydraulic Calculation Sign Type B- Identification Signs are avail- able with the following text options: AIR CONTROL AIR LINE ALARM TEST ANTIFREEZE SYSTEM AUXILIARY DRAIN CONTROL VALVE DRAIN DRAIN VALVE INSPECTORS TEST MAIN CONTROL MAIN DRAIN Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairments must be immediately corrected. 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 authority hav- ing jurisdiction. The installing contrac- tor or product manufacturer should be contacted relative to any questions. It is recommended that automatic sprin- kler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local re- quirements and/or national codes. After placing a fire protection system in service, notify the proper authorities and advise those responsible for mon- itoring proprietary and/or central sta- tion alarms. INSPECTION PROCEDURE Annual visual inspections are recom- mended to ensure that Identification Signs are properly located. Width x Height Inches (mm) Type A 9 x 7 (229 x 178) Type B 6 x 2 (152 x 51) Type C 7¾ x 1¼ (197 x 32) Type D 9 x 7 (229 x 178) Type E 5 x 7 (127 x 178) Page 2 of 4 TFP1615 SIGN- TYPE B, AVAILABLE WITH THE FOLLOWING TEXT OPTIONS “AIR CONTROL” .........................P/N 2328 “AIR LINE” ..............................P/N 2302 “ALARM TEST” ........................ P/N 2304A “ANTIFREEZE SYSTEM” ..................P/N 2306 “AUXILIARY DRAIN”. . . . . . . . . . . . . . . . . . . . . .P/N 2307 “CONTROL VALVE” ......................P/N 2310 “DRAIN” ...............................P/N 2311 “DRAIN VALVE” .........................P/N 2327 “INSPECTORS TEST” ....................P/N 2313 “MAIN CONTROL” .......................P/N 2319 “MAIN DRAIN” ..........................P/N 2320 SIGN- TYPE E, P/N 2317 SIGN- TYPE D RECTANGULAR 6-1/2” X 8-1/2”, P/N 2316 OR ROUND 7-1/4” DIAMETER, P/N 2329 SIGN- TYPE A, P/N 2300A FIGURE 1 IDENTIFICATION SIGNS TFP1615 Page 3 of 4 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 warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP’s sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP 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 TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- 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. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular 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 Procedure Orders must include the description and Part Number (P/N). Contact your local distributor for availability. Hardware for hanging is not sup- plied with the Sign. It must be ordered separately. Identification Signs, (Types A, C, D, or E) Specify: Type (A, C, D, or E) Identification Sign, P/N (specify). Identification Signs (Type B) Specify: Type B Identification Sign in- scribed (specify, e.g. “AIR CONTROL”), P/N (specify). Type A ..........................P/N 2300A Type D (Round) ....................P/N 2329 Type D (Rectangle) .................P/N 2316 Type E ...........................P/N 2317 Type B “AIR CONTROL” ...................P/N 2328 “AIR LINE” ........................P/N 2302 “ALARM TEST” ...................P/N 2304A “ANTIFREEZE SYSTEM” ............P/N 2306 “AUXILIARY DRAIN”. . . . . . . . . . . . . . . . P/N 2307 “CONTROL VALVE” ................P/N 2310 “DRAIN” .........................P/N 2311 “DRAIN VALVE” ...................P/N 2327 “INSPECTORS TEST” ..............P/N 2313 “MAIN CONTROL” .................P/N 2319 “MAIN DRAIN” ....................P/N 2320 Page 4 of 4 TFP1615 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 Sprinkler Cabinets 3, 6, & 12 Sprinklers, 1/2 or 3/4 Inch NPT 6 ESFR Sprinklers, 3/4 or 1 Inch NPT Page 1 of 4 AUGUST, 2007 TFP785 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 General Description Tyco® Sprinkler Cabinets are con- structed of metal enclosures with hinged covers designed to provide on- site storage of an emergency supply of sprinklers and a sprinkler wrench. NFPA 13 requires a representative number of each type of sprinkler used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers that may have operated or become damaged. Sprinkler Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate NPT threaded sprin- klers and are painted an attractive red enamel. WARNINGS The Sprinkler Cabinets described here- in 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 Material Carbon Steel Weights 3 Sprinkler Cabinet ............. . . . . . . . . . . . . . . . . .1.5 Lbs. (0,68 kg) 6 Sprinkler Cabinet .............. . . . . . . . . . . . . . . . . .2.3 Lbs. (1,04 kg) 12 Sprinkler Cabinet ............. . . . . . . . . . . . . . . . . . 4.0 Lbs. (1,81 kg) 6 ESFR Sprinkler Cabinet ......... . . . . . . . . . . . . . . . . .3.3 Lbs. (1,36 kg) Page 2 of 4 TFP785 5-1/4" R (133,4 mm) DOOR SWING MINIMUM CLEARANCE 6" (150 mm) 2-9/16" (65,1 mm) HOLES ACCOMMODATE (127,0 mm) (25,4 mm) SCREWS 3/16" (5 mm) HOLES FOR 2"1-3/16" (50,8 mm) 1" 5" (30,2 mm) (127,0 mm) 5" (184,2 mm) 7-1/4" 1-1/4" (31,8 mm) REMOVE KNOCKOUTS 3/4" NPT SPRINKLERS TO ACCOMMODATE 1/2" NPT SPRINKLERS 1-3/4" (44,5 mm) (98,4 mm) 3-1/4"2-5/8" (66,7 mm) 1-1/8" (28,6 mm) 1" (25,4 mm) STRAP HANGER SLOTS FORSPRINKLER SHELF WRENCH SHELF 1-5/16" (33,3 mm) HINGES DOOR NOT SHOWN AND HINGES 1-3/4" (44,5 mm) (152,4 mm)3-1/4" (98,4 mm) 10-13/16" (274,6 mm) 6" 14-1/16" (357,2 mm) (30,2 mm) (127,0 mm) 1" (25,4 mm) 5" 1-5/8" 1-3/16" (41,3 mm) (31,8 mm) 1-1/4" TO ACCOMMODATE 3/4" NPT SPRINKLERS REMOVE KNOCKOUTS 1/2" NPT SPRINKLERS (33,3 mm) 1-5/16" HOLES ACCOMMODATE MINIMUM 6" (150 mm) CLEARANCE (65,1 mm) 2-9/16" DOOR SWING (133,4 mm) 5-1/4" R (50,8 mm) 2" SHELF WRENCHHOLES FOR 3/16" (5 mm) SCREWS SPRINKLER SLOTS FOR STRAP HANGER 1" (25,4 mm)SHELF HINGES DOOR NOT SHOWN AND HINGES FIGURE 1 3 SPRINKLER CABINET FIGURE 2 6 SPRINKLER CABINET TFP785 Page 3 of 4 (127,0 mm) HOLES ACCOMMODATE 1-3/4"(25,4 mm) SCREWS 3/16" (5 mm) HOLES FOR (44,5 mm) 1" (25,4 mm) STRAP HANGER SLOTS FORSPRINKLER SHELF WRENCH SHELF 1-1/2" (98,4 mm) 3-1/4" 6"2"1-3/16" (152,4 mm)(50,8 mm) 1"5" (30,2 mm) (274,6 mm) 10-13/16" (357,2 mm) 14-1/16" (41,3 mm) 1-5/8" 1-1/8" (28,6 mm) (38,1 mm) REMOVE KNOCKOUTS 3/4" NPT SPRINKLERS TO ACCOMMODATE 1/2" NPT SPRINKLERS 5-1/4" R 4-1/8"MINIMUM CLEARANCE (104,8 mm) 6" (150 mm) DOOR SWING (133,4 mm) 1-1/2" (38,1 mm)HINGES DOOR NOT SHOWN AND HINGES (357,2 mm) 14-1/16" (274,6 mm) 10-13/16" (157,2 mm) 6-3/16" MINIMUM 7" (180 mm) (152,4 mm) 6" (39,7 mm) 1-9/16" 2" (50,8 mm) 1-5/8" (41,3 mm) (96,8 mm) 3-13/16" (60,3 mm) 2-3/8" CLEARANCE DOOR SWING (163,5 mm) 6-7/16" R 1-3/16" (30,2 mm) (25,4 mm) 1" 3/4" NPT SPRINKLERS HOLES ACCOMMODATETO ACCOMMODATE REMOVE KNOCKOUTS 1" NPT SPRINKLERS 3-1/8" (79,4 mm) DOOR AND HINGES SLOTS FOR STRAP HANGER 1" (25,4 mm)3/16" (5 mm) HOLES FOR SCREWS SHELF WRENCH SHELF SPRINKLER HINGES (39,7 mm) 1-9/16" NOT SHOWN FIGURE 3 12 SPRINKLER CABINET FIGURE 4 6 ESFR SPRINKLER CABINET Page 4 of 4 TFP785 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 Installation Sprinkler Cabinets are designed with two 3/16 Inch (4,7 mm) diameter holes for wall mounting or direct attachment to the system riser with a strap-type hanger. The Sprinkler Cabinet should be installed at or near the system con- trol 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 In System Spare Sprinklers Required Under 300 6 300-1000 12 Over 1000 24 The 3, 6, and 12 Sprinkler Cabinets are designed to accept both 1/2 & 3/4 Inch NPT threaded sprinklers, where- as the 6 ESFR Sprinkler Cabinets are designed to accept both 3/4 & 1 Inch NPT threaded sprinklers. As neces- sary, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout an- nular ring. Press the screwdriver han- dle down to remove the knockout ring. Care and Maintenance The Sprinkler Cabinet, wrench, and stock of spare sprinklers should be in- spected at least quarterly. The follow- ing items should be checked: • The Sprinkler Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or tem- peratures in excess of 100°F (38°C). • The stock of spare sprinklers should include an adequate number of each type and temperature rating. • The stock of sprinklers must be in good condition. • A sprinkler wrench of the appropriate type must be included in the Sprin- kler Cabinet. 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 warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP’s sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP 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 TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- 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. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular 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 Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability. Sprinkler Cabinet: Specify: (Description), P/N (specify). 3 Sprinkler Cabinet. . . . . . . . . . . . . . . . . P/N 1177 6 Sprinkler Cabinet. . . . . . . . . . . . . . . . . P/N 1119 12 Sprinkler Cabinet ................P/N 1124 6 ESFR Sprinkler Cabinet ........... P/N 1111