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Home My WebLink AboutF16-0017 Calcs data sheets.pdf Fleeger 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 CALCULATION SUMMARY Project Name: Fleeger Res Project Location: 2950 Booth Creek Dr Drawing No. : City: Vail, CO Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source up) (gpm) (psi) (gPm/tt2) (psi) (gpm) # (gpm) (Psi) 1 Demand (HW) Res 784 80 Required 0.1 8.1 19.6 4 0 11.4 60.5 2 Demand (HW) Res 784 80.3 Required 0.1 8.1 19.6 4 0 15.4 56.5 3 Demand (HW) Res 1024 114.6 Required 0.1 13.8 25.6 4 0 4.5 67.3 4 Demand (HW) Res 784 82.7 Required 0.1 8.1 19.6 4 0 16.9 File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name: Fleeger Res Contract No. : City: Vail, CO Project Location: 2950 Booth Creek Dr Date:3/30/2016 Contractor Information Name of Contractor: Phoenix Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Vail Design Remote Area Name 1 Remote Area Location Mater Bed Occupancy Classification Res Density(gpm/ft2) 0.1 Area of Application(ft2) 784 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 80 Required Pressure at Source(psi) 60.5 Type of System Wet Volume-Entire System (gal) 34.4 gal Water Supply Information Date March 2016 Location near site Source W1 Notes 14'x14' maximum spacing File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Fleeger Res Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) 3 r1011P OP. File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job: Fleeger Res Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) • 0 72 972.2 62.1 Supply Analysis Static Pressure Residual Available Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 72 62.1 972.2 71.9 80 60.5 Hoses 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) Sprinklers Ovehead Sprinkler Flow(gpm) 80 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 80 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 60.5 W1 -Flow(gpm) 80 Demand w/o System Pump(s) N/A File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job: Fleeger Res Hydraulic Analysis for : 1 U Supply f System Demand 807 I S1i 70 S2 D2 59.5591 60- •N a 50- L - cn cn 40 30 I ....... 20- D1 10 0 300 400 500 600 700 800 900 1000 1101 Flow, gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job: Fleeger Res Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 72 S2 Supply point#2-Residual 972.2 62.1 D1 Elevation Pressure 0 12.4 D2 System Demand 80 60.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 71.9 89.7 11.4 80 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 100 Overhead 196 6.9 0.1 19.6 8.1 0.1 19.6 8.1 Sprinkler 101 Overhead 196 6.9 0.1 19.6 8.1 0.102 20 8.4 Sprinkler 102 Overhead 196 6.9 0.1 19.6 8.1 0.102 20 8.4 Sprinkler 103 Overhead 196 6.9 0.1 19.6 8.1 0.104 20.4 8.7 Sprinkler File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 100 8324.71 6.9 19.6 1 lx(us.Tee-Br)=7.76 12.09 150 8.1 287 8330.71 19.6 1.055 lx(us.90)=3.11 10.87 0.0804 -2.6 22.96 1.8 287 8330.71 20 1.25 4 150 7.3 002 8330.71 39.6 1.291 0 0.1103 0 4 0.4 002 8330.71 40.4 1.25 1x(us.Tee-Br)=6.55 20.93 150 7.8 009 8326.21 80 1.291 2x(us.90)=6.55 13.1 0.4066 2 34.03 13.8 009 8326.21 0 2 1x(coupling)=1.31 104.8 150 23.5 085-0 8297.71 80 2.009 7x(us.90)=46.01 99.91 0.0472 12.3 4x(us.Tee-Br)=52.58 204.7 9.7 085-0 8297.71 0 2 0.5 0 45.6 Flow Switch 085-I 8297.71 80 0 0 1.0113 0 *** 0.5 0.5 085-I 8297.71 0 2 1x(coupling)=1.31 0.84 150 46.1 086-0 8297.71 80 2.009 1.31 0.0472 0 2.16 0.1 086-0 8297.71 0 2 0.5 0 46.2 Febco 850 086-I 8297.71 80 0 0 11.9377 0 SMALL 0.5 6 *** 086-I 8297.71 0 2 lx(coupling)=1.31 0.71 150 52.1 087-0 8297.71 80 2.009 1.31 0.0472 0 2.02 0.1 087-0 8297.71 0 2 0.5 0 52.2 WILKINS PRV 087-I 8297.71 80 0 0 4.3893 0 *** 0.5 2.2 087-I 8297.71 0 2 5x(us.90)=32.86 81.3 150 54.4 W1 8296.21 80 2.009 32.86 0.0472 0.6 114.17 5.4 W1 60.5 Path No: 2 101 8324.71 6.9 20 1 1x(us.Tee-Br)=7.76 7.84 150 8.4 287 8330.71 20 1.055 lx(us.90)=3.11 10.87 0.083 -2.6 18.71 1.6 287 7.3 Path No: 3 102 8324.71 6.9 20 1 1x(us.Tee-Br)=7.76 12.09 150 8.4 002 8330.71 20 1.055 lx(us.90)=3.11 10.87 0.0837 -2.6 22.96 1.9 002 7.8 File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 103 8324.71 6.9 20.4 1 lx(us.Tee-Br)=7.76 7.84 150 8.7 002 8330.71 20.4 1.055 lx(us.90)=3.11 10.87 0.0865 -2.6 18.71 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. * Maximum Velocity of 19.6 ft/s occurs in the following pipe(s): (009-002) *** 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 friction loss 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 based solely on the curve data. File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job: Fleeger Res Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 80= — 75- ' 70. 65 • ' 60 55 N) - Q 50 • 45 •_ N) - y 40. L O. 35- 30 25 • 20 15 10= 5- O O O O O O O O N 0 0 O O 0 O 0 N N x T N 0, Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-0 8.9 7.9 6.9 6 psi @ 80 gpm111 to •- 5.9 • L _ to d 4.9 a 3.9' 2.9 1.9 0.9 o o o 0 0 0 N Vl 00 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job: Fleeger Res Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-0 89 - 79- - 69 to Q - • N 59 L _ y d 49: L a 39' 29 19- 9- 2.2 psi @80gpm o 0 0 0 0 0 rI v Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-0 15.492 14.492 13.492 12.492 11.492 et. • 10.492 FI 9.492 N 8.492 0 d 7.492 6.492 5.492 4.492 3.492 2.492 0.5 psi @80gpm 1.492= 0.492_ o 0 0 0 0 0 0 0 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name: Fleeger Res Contract No. : City: Vail, CO Project Location: 2950 Booth Creek Dr Date:3/30/2016 Contractor Information Name of Contractor: Phoenix Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Vail Design Remote Area Name 2 Remote Area Location Guest Master Bed Occupancy Classification Res Density(gpm/ft2) 0.1 Area of Application(ft2) 784 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 80.3 Required Pressure at Source(psi) 56.5 Type of System Wet Volume-Entire System (gal) 33.8 gal Water Supply Information Date March 2016 Location near site Source W1 Notes 14'x14' maximum spacing File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Fleeger Res Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hydraulic Simplified) PIP" File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job: Fleeger Res Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) • 0 72 972.2 62.1 Supply Analysis Static Pressure Residual Available Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 72 62.1 972.2 71.9 80.3 56.5 Hoses 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) Sprinklers Ovehead Sprinkler Flow(gpm) 80.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 80.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 56.5 W1 -Flow(gpm) 80.3 Demand w/o System Pump(s) N/A File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job: Fleeger Res Hydraulic Analysis for : 2 U Supply f System Demand 80 s ,i.l _ ... .. I S2 59.559 6 D2 a 50 L - U) 40 I ; L _ a - . 30- I 1 20 I M".... .. _.... aLlr 10 0 � 0 300 400 500 600 700 800 900 1000 110C Flow, gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job: Fleeger Res Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 72 S2 Supply point#2-Residual 972.2 62.1 D1 Elevation Pressure 0 12.1 D2 System Demand 80.3 56.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 71.9 94.3 15.4 80.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 200 Overhead 196 6.9 0.1 19.6 8.1 0.104 20.4 8.7 Sprinkler 201 Overhead 196 6.9 0.1 19.6 8.1 0.1 19.6 8.1 Sprinkler 202 Overhead 196 6.9 0.1 19.6 8.1 0.105 20.6 8.9 Sprinkler 203 Overhead 196 6.9 0.1 19.6 8.1 0.101 19.8 8.2 Sprinkler File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 201 8324.21 6.9 19.6 1 lx(us.Tee-Br)=7.76 18.61 150 8.1 129 8332.54 19.6 1.055 lx(us.90)=3.11 10.87 0.0804 -3.6 29.48 2.4 129 8332.54 20.4 1.5 3.75 150 6.8 128 8332.54 40 1.527 0 0.0497 0 3.75 0.2 128 8332.54 40.3 1.5 1x(us.Tee-Br)=9.34 52.06 150 7 110 8327.04 80.3 1.527 3x(us.90)=14 23.34 0.1808 2.4 75.4 13.6 110 8327.04 0 2 1x(coupling)=1.31 74.74 150 23 085-0 8297.71 80.3 2.009 5x(us.90)=32.86 47.32 0.0475 12.7 lx(us.Tee-Br)=13.15 122.06 5.8 085-0 8297.71 0 2 0.5 0 41.5 Flow Switch 085-I 8297.71 80.3 0 0 1.0188 0 *** 0.5 0.5 085-I 8297.71 0 2 1x(coupling)=1.31 0.84 150 42.1 086-0 8297.71 80.3 2.009 1.31 0.0475 0 2.16 0.1 086-0 8297.71 0 2 0.5 0 42.2 Febco 850 086-I 8297.71 80.3 0 0 11.9371 0 SMALL 0.5 6 *** 086-I 8297.71 0 2 lx(coupling)=1.31 0.71 150 48.1 087-0 8297.71 80.3 2.009 1.31 0.0475 0 2.02 0.1 087-0 8297.71 0 2 0.5 0 48.2 WILKINS PRV 087-I 8297.71 80.3 0 0 4.419 0 *** 0.5 2.2 087-I 8297.71 0 2 5x(us.90)=32.86 81.3 150 50.4 W1 8296.21 80.3 2.009 32.86 0.0475 0.6 114.17 5.4 W1 56.5 Path No: 2 203 8324.21 6.9 19.8 1 1x(us.Tee-Br)=7.76 18.61 150 8.2 128 8332.54 19.8 1.055 lx(us.90)=3.11 10.87 0.0817 -3.6 29.48 2.4 128 7 Path No: 3 200 8324.21 6.9 20.4 1 1x(us.Tee-Br)=7.76 9.07 150 8.7 129 8332.54 20.4 1.055 lx(us.90)=3.11 10.87 0.0863 -3.6 19.94 1.7 129 6.8 File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 202 8324.21 6.9 20.6 1 lx(us.Tee-Br)=7.76 9.07 150 8.9 128 8332.54 20.6 1.055 lx(us.90)=3.11 10.87 0.0878 -3.6 19.94 1.7 128 7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.07 ft/s occurs in the following pipe(s): (110-128) *** 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 friction loss 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 based solely on the curve data. File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job: Fleeger Res Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 80= — 75- ' 70- 65_ • ' 60 55_ • 0. N) - 50. • 45_ • N) - y 40. L O. 35- 30 25 • 20 15 10= 5. 0� I • • • O O O O O O O O N 0 0 O O 0 O O N N T Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-0 8.9 7.9 6.9- 6psi ©80.3gpm_ to Q " 5.9 L _ to d 4.9 L 0- 3.9 2.9 1.9 0.9 i N Vl 00 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job: Fleeger Res Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-0 89 - 79- - 69 to Q - • N 59 L _ y d 49: L a 39' 29 19- 9- 2.2 psi @80.3 gpm I , o M o o o O O N v Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-0 15.492 14.492 13.492 12.492 11.492 et. • 10.492 FI 9.492 N 8.492 0 d 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.5 psi @80.3gpm � 0.492 -� Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 19 HYDRAULIC CALCULATIONS for Job Information Project Name: Fleeger Res Contract No. : City: Vail, CO Project Location: 2950 Booth Creek Dr Date:3/30/2016 Contractor Information Name of Contractor: Phoenix Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Vail Design Remote Area Name 3 Remote Area Location Mechanical Room Occupancy Classification Res Density(gpm/ft2) 0.1 Area of Application(ft2) 1024 Coverage per Sprinkler(ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 114.6 Required Pressure at Source(psi) 67.3 Type of System Wet Volume-Entire System (gal) 27.8 gal Water Supply Information Date March 2016 Location near site Source W1 Notes 16'x16' maximum spacing File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:Fleeger Res Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (Optimized Hydraulic Simplified) File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job: Fleeger Res Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) • 0 72 972.2 62.1 Supply Analysis Static Pressure Residual Available Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 72 62.1 972.2 71.8 114.6 67.3 Hoses 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) Sprinklers Ovehead Sprinkler Flow(gpm) 114.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 114.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 67.3 W1 -Flow(gpm) 114.6 Demand w/o System Pump(s) N/A File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job: Fleeger Res Hydraulic Analysis for : 3 U Supply f System Demand 80-11D2 59.559 60- .- 0 a 50- _ N 40- cD 30- — 20- 0 l 0 300 400 500 600 700 800 900 1000 1101 Flow, gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job: Fleeger Res Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 72 S2 Supply point#2-Residual 972.2 62.1 D1 Elevation Pressure 0 2.8 D2 System Demand 114.6 67.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 71.8 118.9 4.5 114.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 300 Overhead 256 6.9 0.1 25.6 13.8 0.139 35.6 26.6 Sprinkler 301 Overhead 256 6.9 0.1 25.6 13.8 0.1 25.6 13.8 Sprinkler 302 Overhead 256 6.9 0.1 25.6 13.8 0.102 26.1 14.3 Sprinkler 303 Overhead 256 6.9 0.1 25.6 13.8 0.107 27.4 15.7 Sprinkler File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 301 8302.71 6.9 25.6 1 lx(us.Tee-Br)=7.76 5.22 150 13.8 072 8304.71 25.6 1.055 lx(us.90)=3.11 10.87 0.1318 -0.9 16.09 2.1 072 8304.71 26.1 1 2.66 150 15 071 8304.71 51.7 1.055 0 0.4847 0 2.66 1.3 071 8304.71 27.4 1 6.6 150 16.3 070 8304.71 79.1 1.055 0 1.064 0 6.6 7 070 8304.71 0 1.25 lx(us.Tee-Br)=6.55 19.5 150 23.3 046 8304.71 79.1 1.291 6.55 0.3981 0 26.05 10.4 046 8304.71 35.6 2 lx(coupling)=1.31 48.11 150 33.7 085-0 8297.71 114.6 2.009 4x(us.90)=26.29 27.61 0.0919 3 75.72 7 085-0 8297.71 0 2 0.5 0 43.7 Flow Switch 085-I 8297.71 114.6 0 0 1.9639 0 *** 0.5 1 085-I 8297.71 0 2 lx(coupling)=1.31 0.84 150 44.7 086-0 8297.71 114.6 2.009 1.31 0.0919 0 2.16 0.2 086-0 8297.71 0 2 0.5 0 44.9 Febco 850 086-I 8297.71 114.6 0 0 12.8338 0 SMALL 0.5 6.4 *** 086-I 8297.71 0 2 lx(coupling)=1.31 0.71 150 51.3 087-0 8297.71 114.6 2.009 1.31 0.0919 0 2.02 0.2 087-0 8297.71 0 2 0.5 0 51.5 WILKINS PRV 087-I 8297.71 114.6 0 0 9.4248 0 *** 0.5 4.7 087-I 8297.71 0 2 5x(us.90)=32.86 81.3 150 56.2 W1 8296.21 114.6 2.009 32.86 0.0919 0.6 114.17 10.5 W1 67.3 Path No: 2 302 8302.71 6.9 26.1 1 lx(us.90)=3.11 8.28 150 14.3 072 8304.71 26.1 1.055 3.11 0.1368 -0.9 11.39 1.6 072 15 Path No: 3 303 8302.71 6.9 27.4 1 lx(us.Tee-Br)=7.76 2 150 15.7 071 8304.71 27.4 1.055 7.76 0.149 -0.9 9.76 1.5 071 16.3 File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Path No: 4 300 8302.71 6.9 35.6 1 2x(us.90)=6.21 15.32 150 26.6 056 8304.71 35.6 1.055 6.21 0.2421 -0.9 21.53 5.2 056 8304.71 0 1.25 lx(us.Tee-Br)=6.55 23.32 150 30.9 048 8304.71 35.6 1.291 6.55 0.0906 0 29.86 2.7 048 8304.71 0 2 9.24 150 33.6 046 8304.71 35.6 2.009 0 0.0105 0 9.24 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. * Maximum Velocity of 29.02 ft/s occurs in the following pipe(s): (070-071) *** 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 friction loss 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 based solely on the curve data. File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job: Fleeger Res Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 80 75_ 70 65_ 60_ 55_ Q 50. 45_ N1 - • 40_ L O. 35_ 30. 25_ 20_ 15_ 10_ 5_ O O O O O O O O O N O O N Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-0 8.9- 7.9- 6.4psi @114.6gpm 6.9- .N 0- - d 5.9- L 3 d 4.9 3.9 2.9 1.9- 0.9- N Vl 00 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job: Fleeger Res Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-0 89 - 79- - 69 to Q - N 59 L _ y d 49: a 39' 29 19_ 4.7 psi @114.6 gpm 9 0 0 0 0 0 (I v Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-0 15.492 14.492 13.492 12.492 11.492 et. • 10.492 FI 9.492 N 8.492 0 d 7.492 6.492 5.492 4.492 3.492 2.492 [ 1 psi @ 114.6 gpm 1.492 0.492 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 28 HYDRAULIC CALCULATIONS for Job Information Project Name: Fleeger Res Contract No. : City: Vail, CO Project Location: 2950 Booth Creek Dr Date:3/30/2016 Contractor Information Name of Contractor: Phoenix Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Vail Design Remote Area Name 4 Remote Area Location Great Room Occupancy Classification Res Density(gpm/ft2) 0.1 Area of Application(ft2) 784 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 82.7 Required Pressure at Source(psi) 55 Type of System Wet Volume-Entire System (gal) 31.6 gal Water Supply Information Date March 2016 Location near site Source W1 Notes File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:Fleeger Res Node Labels: Off Pipe Labels: Off Diagram for Design Area : 4 (Optimized Hydraulic Simplified) PP. File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job: Fleeger Res Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) • 0 72 972.2 62.1 Supply Analysis Static Pressure Residual Available Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 72 62.1 972.2 71.9 82.7 55 Hoses 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) Sprinklers Ovehead Sprinkler Flow(gpm) 82.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.7 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 55 W1 -Flow(gpm) 82.7 Demand w/o System Pump(s) N/A File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job: Fleeger Res Hydraulic Analysis for : 4 U Supply f System Demand 807 slit 70- S2 :.. 59.559 64D2 •N a 50- L - cn cn 40I 30- I — 10 o 0 300 400 500 600 700 800 900 1000 1101 Flow, gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job: Fleeger Res Hydraulic Analysis for : 4 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 72 S2 Supply point#2-Residual 972.2 62.1 D1 Elevation Pressure 0 12.1 D2 System Demand 82.7 55 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 71.9 99 16.9 82.7 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 400 Overhead 196 6.9 0.1 19.6 8.1 0.109 21.4 9.6 Sprinkler 401 Overhead 196 6.9 0.1 19.6 8.1 0.1 19.6 8.1 Sprinkler 402 Overhead 196 6.9 0.1 19.6 8.1 0.102 20 8.4 Sprinkler 403 Overhead 196 6.9 0.1 19.6 8.1 0.111 21.8 10 Sprinkler File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 401 8324.21 6.9 19.6 1 4x(us.90)=12.42 25.67 150 8.1 210 8328.95 19.6 1.055 12.42 0.0804 -2.1 38.09 3.1 210 8328.95 21.4 1 lx(us.Tee-Br)=7.76 7.77 150 9.1 197 8327.04 41 1.055 7.76 0.3151 0.8 15.53 4.9 197 8327.04 0 1.5 4.48 150 14.8 196 8327.04 41 1.527 0 0.052 0 4.48 0.2 196 8327.04 41.8 1.5 lx(us.Tee-Br)=9.34 20.27 150 15 110 8327.04 82.7 1.527 9.34 0.1911 0 29.61 5.7 110 8327.04 0 2 lx(coupling)=1.31 74.74 150 20.7 085-0 8297.71 82.7 2.009 5x(us.90)=32.86 47.32 0.0502 12.7 lx(us.Tee-Br)=13.15 122.06 6.1 085-0 8297.71 0 2 0.5 0 39.5 Flow Switch 085-I 8297.71 82.7 0 0 1.0764 0 *** 0.5 0.5 085-I 8297.71 0 2 lx(coupling)=1.31 0.84 150 40.1 086-0 8297.71 82.7 2.009 1.31 0.0502 0 2.16 0.1 086-0 8297.71 0 2 0.5 0 40.2 Febco 850 086-I 8297.71 82.7 0 0 11.937 0 SMALL 0.5 6 *** 086-I 8297.71 0 2 lx(coupling)=1.31 0.71 150 46.1 087-0 8297.71 82.7 2.009 1.31 0.0502 0 2.02 0.1 087-0 8297.71 0 2 0.5 0 46.2 WILKINS PRV 087-I 8297.71 82.7 0 0 4.6613 0 *** 0.5 2.3 087-I 8297.71 0 2 5x(us.90)=32.86 81.3 150 48.6 W1 8296.21 82.7 2.009 32.86 0.0502 0.6 114.17 5.7 W1 55 Path No: 2 402 8324.21 6.9 20 1 4x(us.90)=12.42 21.53 150 8.4 217 8328.88 20 1.055 12.42 0.0832 -2 33.95 2.8 217 8328.88 21.8 1 lx(us.Tee-Br)=7.76 7.76 150 9.2 196 8327.04 41.8 1.055 7.76 0.326 0.8 15.52 5.1 196 15 Path No: 3 400 8324.21 6.9 21.4 1 lx(us.Tee-Br)=7.76 5.22 150 9.6 210 8328.95 21.4 1.055 lx(us.90)=3.11 10.87 0.0945 -2.1 16.09 1.5 210 9.1 File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job: Fleeger Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 403 8324.21 6.9 21.8 1 lx(us.Tee-Br)=7.76 4.81 150 10 217 8328.88 21.8 1.055 7.76 0.0977 -2 12.57 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. * Maximum Velocity of 15.32 ft/s occurs in the following pipe(s): (196-217) *** 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 friction loss 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 based solely on the curve data. File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job: Fleeger Res Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 80. — 75 • - 70- 65_ 60 • 55_ (i) - Q 50. •45_ N) - y 40. L O. • 35- 30 • 25 20 15 10= 5- O O O O O O O O N 0 0 O O 0 O 0 N N M .7r V1 O N x T N 0, Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 406 (Febco 850 SMALL, Size = 2); Inlet Node: 086-I; Outlet Node: 086-0 8.9 7.9 6.9- [ 6psi @82.7gpm to Q • N 5.9 L to d 4.9 a 3.9' 2.9 1.9 0.9 N Vl 00 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job: Fleeger Res Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 405 (WILKINS PRV, Size = 2); Inlet Node: 087-I; Outlet Node: 087-0 89 - 79- - 69 to Q - • N 59 L _ y d 49: L a 39' 29 19- 9 2.3 psi @82.7 gpm O O 0 0 0 0 — cv vi Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 407 (Flow Switch, Size = 2); Inlet Node: 085-I; Outlet Node: 085-0 15.492 14.492 13.492 12.492 11.492 et. • 10.492 FI 9.492 N 8.492 0 d 7.492 6.492 5.492 4.492 3.492 2.492 0.5 psi @82.7 gpm 1.492 0.492 0 Flow,gpm File:C:\dwg\PHOENIX-FLEEGER RESIDENCE\Fleeger Res FP1.dwg Date 3/30/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 37 (LCD Worldwide Contacts ��WW tyco-fire.com RAPID RESPONSE Series LFII Residential Sprinklers 6.9 K-factor, Pendent/Recessed Pendent/Concealed, NFPA 13 Optimized Wet Pipe Systems General or Concealed Cover Plate provides a measure of flexibility with regard to 111 Description which the length of fixed pipe drops to p the sprinklers must be cut. The TYCO RAPID RESPONSE Series The concealed version utilizes a coy- LFII Residential Pendent, Recessed er plate assembly that conceals the Pendent, and Concealed Pendent sprinkler operating components above Sprinklers (TY4234) are decorative, the ceiling. The separable two-piece fast response, frangible bulb sprin- design of the Cover Plate and Support klers designed for use in residential Cup Assemblies allows installation of occupancies such as homes, apart- the sprinklers and pressure testing of ments, dormitories, and hotels. When the fire protection system prior to the enhanced flow characteristics for resi- installation of the ceiling or application dential portions of any occupancy per of a finish coating. NFPA 13 is the major consideration, Also, the separable "push on and the Series LFII (TY4234) should be the thread-off" two-piece design of the first choice. concealed version provides for 1/2 When higher flow demands are re- inch (12,7 mm)of vertical adjustment. quired for residential sprinklers used The Series LFII Residential Pendent, in an NFPA 13 design, the large 6.9 Recessed Pendent, and Concealed K-factor of the Series LFII (TY4234) is Pendent Sprinklers have been de- _ t an attractive choice. Although mostly signed with heat sensitivity and water intended where residential sprinklers distribution characteristics proven to are to be used in an NFPA 13 design, help in the control of residential fires the Series LFII (TY4234) can also be and to improve the chance for occu- used in wet pipe residential sprin pants to escape or be evacuated. kler systems for one- and two-fam- ily dwellings and mobile homes per The Series LFII Residential Concealed NFPA 13D, and wet pipe residential Pendent Sprinklers (TY4234) are sprinkler systems for residential occu- shipped with a Disposable Protective pancies up to and including four sto- Cap. The Protective Cap is temporar ries in height per NFPA 13R. ily removed for installation,and it mus The recessed version of the sprinkler be replaced to protect the sprinkle is intended for use in areas with fin- while the ceiling is being installed o ished ceilings. It employs a two-piece finished. The tip of the Protective Ca. Style 30 Recessed Escutcheon. The can also be used to mark the coarct1,00:AkilioN) Recessed Escutcheon provides 1/4 of the ceiling hole into plaster board inch (6,4 mm) of recessed adjustment ceiling tiles, etc. by gently pushing th= or up to 1/2 inch (12,7 mm)of total ad- ceiling product against the Protectiv- justment from the flush mounting sur- Cap. When ceiling installation is cornface position. The adjustment pro plete, the Protective Cap must be re- vided by the Recessed Escutcheon moved and the Cover Plate Assem- bly installed.The Protective Cap must be removed to ensure proper perfor- IMPORTANT mance of the sprinklers. Always refer to Technical Data 's.'ction. ai re to .o .o a im.ai Sheet TFP700 for the "INSTALLER NOTICE the per o m. c- o - e :- ' - . WARNING" that provides cautions The Series LFII (TY4234) Residential The owner is responsible for maintain- with respect to handling and instal- Pendent, Recessed Pendent, and ing their fire protection system and lation of sprinkler systems and corn- Concealed Pendent Sprinklers de- devi•ces in proper operating condition. ponents. Improper handling and in- scribed herein must be installed and The installing contractor or sprinkler stallation can permanently damage maintained in compliance with this manufacturer should be contacted a sprinkler system or its components document and with the applicable with any questions. and cause the sprinkler to fail to standards of the National Fire Pro- operate in a fire situation or cause it tection Association, in addition to the to operate prematurely. standards of any authorities having ju- Page 1 of 8 APRIL 2013 TFP408 TFP408 Page 2 of 8 1/2"(12,7 mm) ESCUTCHEON 3/4" Components: NOMINAL NPT PLATE SEATING 2-7/8" DIA. 1 Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 3 Sealing Assembly 1 4 Bulbf ,- ---_ 5 - Compression 2 IF _______---------- I,-,Screw ,� } 21/4" lam6 - Deflector* 3 �_EB _ 1�� (57,2 mm) �M 7 - Ejection Spring I' rI —` top4I7 1 1 1/2" STYLE 30 1 (38,1 mm) WRENCH *Temperature 5 i� FLATS RECESSED ESCUTCHEON rating is 11I 1 Ns indicated on 6* -,—"1b1."_�4 Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS(TY4234) 2-7/8" DIA. C (73,0 mm) 1/2±1/8" 1/2"(12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) WRECESS FACE OF (57,2 mm) – (END"B" USED SPRINKLER MOUNTING /" RENCH FOR TY4234) FITTING PLATE FIGURE 3 W-TYPE 6 `'m=�. � SPRINKLER WRENCH f \ 1 MOUNTING II, WRENCH SURFACE 1/8" RECESS ill (3,2 mm) ------- 1-3/8"(34,9 mm) 7171 CLOSURE TY4234 1-1/8"(28,6 mm) FIGURE 2 STYLE 30 RECESSED ESCUTCHEON FOR USE WITH THE liwai' RAPID RESPONSE SERIES LFII RESIDENTIAL PUSH WRENCH PENDENT SPRINKLER(TY4234) IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP408 Page 3 of 8 ------------ �.E& SUPPORT CUP WITH SPRINKLERROLL FORMED STRAP(SEE 0 THREADS INSTALLATION ` Y SECTION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO I RETAINER SUPPORT CUP J ) WITH THREAD UNTIL MOUNTING O TABS SURFACE IS FLUSH WITH I EJECTION CEILING I SPRING SOLDER �I, COVER TABS(3) PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 5 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER(TY4234) (Shown with Sprinkler Strap) 2-1/2" DIA. SPRINKLER- (63,5 mm) 1/2" (12,7 mm) FACE OF SUPPORT CUP 3/4" THREADED SPRINKLER ASSEMBLY NPT ADJUSTMENT FITTING / COVER = PLATE ....-- -..71 as._. 3/32"GAP 1-1/8"+1/4" RETAINER tir I iitI (2,4 mm) — (28,6 mm — Ail . ±6,4 mm) �LvA_ MOUNTING A 1 .... , SURFACE 1 \ COVER- SPRINKLER- 1 °IP! 3/8"(9,5 mm) OPERATED RETAINER SUPPORT CUP (25,4 mm) 7/8" (22,2 mm) SPRINKLER ASSEMBLY ASSEMBLY 3-5/16" DIA. PROTECTIVE (84,1 mm) TIP CAP FIGURE 6 DOMED CONCEALED COVER FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER(TY4234) (Shown with Protective Cap) TFP408 Page 4 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b,c) Max. Pendent and Recessed Pendent Coverage Maximum Area(a) Spacing Ordinary Temp.Rating Intermediate Temp.Rating Minimum Ft.(m) Deflector to Installation Spacing Ft.x Ft. 155°F(68°C) 175°F(79°C) (m x m) - Ceiling Type Ft. Flow Pressure Flow Pressure (m) GPM PSI GPM PSI (L/min) (bar) (L/min) (bar) _ _ 12 x 12 12 19 7.6 19 7.6 Smooth (3,7 x 3,7) (3,7) (71,9) (0,52) (71,9) (0,52) Ceilings 1-1/4 to 14 x 14 14 19 7.6 19 7.6 4 inches (4,3 x 4,3) (4,3) (71,9) (0,52) (71,9) (0,52) Beamed Recessed Ceilings per using Style 30 16 x 16 16 19 7.6 19 7.6 NFPA 13D, Escutcheon or 8 (4,9 x 4,9) (4,9) (71,9) (0,52) (71,9) (0,52) 13R,or 13 non-recessed (2,4) Pendent and per NFPA 13D, 18 x 18 18 19 7.6 19 7.6 Recessed 13R,or 13 (5,5 x 5,5) (5,5) (71,9) (0,52) (71,9) (0,52) Pendent 1-1/4 to 1-3/4 inches below 20 x 20 20 22 10.2 22 10.2 bottom of (6,1 x 6,1) (6,1) (83,3) (0,70) (83,3) (0,70) beam. (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. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS(TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA Sprinkler Pip NTThread Connection:/4Physical CharacteristicsFrame Brass Button Copper Identification Sprinkler Temperature Rating Sealing Assembly Beryllium • Pendent and Recessed Pendent: Nickel w/TEFLONBulb Number (SIN) 155°F(68°C)or 175°F(79°C) 3 mm Glass Compression Screw Bronze • Concealed Pendent: Deflector Bronze TY4234 Ejection Spring Stainless Steel 155°F(68°C) Support Cup Steel w/139°F(59°C) Cover Plate* Cover Plate Brass Technical Retainer Brass 175°F(79°C) Cover Plate Ejection Spring Stainless Steel Data w/139°F(59°C) Cover Plate* Design °Suitable for use with maximum Approvals 100°F(38°C)ceiling temperature. Criteria UL and C-UL Listed NSF Certified to NSF/ANSI 61 Finishes UL AND C-UL LISTING CRITERIA NYC Approved under MEA 44-03-E-2. • Sprinkler: FM Approved (Pendent and Natural Brass, Pure or Signal White, The TYCO RAPID RESPONSE Series Recessed Pendent Only) or Chrome Plated LFII Residential Pendent, Recessed The Series LFII Concealed Pendent • Recessed Escutcheon: Pendent, and Concealed Pendent Brass, Pure or Signal White, or Sprinklers (TY4234) are UL and C-UL Sprinklers are only listed and ap- Chrome Listed for installation in accordance proved with the Series LFII Concealed with the following criteria. Cover Plates having a factory applied • Concealed Cover Plate: finish. Refer to Ordering Procedure Residential Sprinkler Design Guide section. When conditions exist that are outside For details on these approvals, refer to the scope of the provided criteria, re- the Design Criteria section. fer to the Residential Sprinkler Design Maximum Working Pressure Guide TFP490 for the manufacturer's 175 psi (12,1 bar) recommendations that may be ac- Discharge Coefficient ceptable to the local authority having K=6.9 GPM/psi1/2 (99,4 LPM/bar1/2) jurisdiction. TFP408 Page 5 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressurelb,c) Max. Concealed Pendent Coverage Maximum Area(a) Spacing Ordinary Temp.Rating Intermediate Temp.Rating Minimum Ft.(m) Deflector to Installation Spacing Ft.x Ft. 155°F(68°C) 175°F(79°C) (m x m) Ceiling Type Ft. Flow Pressure Flow Pressure (m) GPM PSI GPM PSI (L/min) (bar) (L/min) (bar) 12 x 12 12 19 7.6 19 7.6 Smooth (3,7 x 3,7) (3,7) (71,9) (0,52) (71,9) (0,52) Ceilings 3/8 to 7/8 �� 14 x 14 14 19 7.6 19 7.6 inches. (4,3 x 4,3) (4,3) (71,9) (0,52) (71,9) (0,52) Beamed 16 x 16 16 19 7.6 19 7.6 Ceilings per 8 (4,9 x 4,9) (4,9) (71,9) (0,52) (71,9) (0,52) NFPA 13D, Concealed (2,4) 13R,or13 installed in 18 x 18 18 21 9.3 21 9.3 beam (5,5 x 5,5) (5,5) (79,5) (0,64) (79,5) (0,64) 3/8 to 7/8 inches below 20 x 20 20 24 12.1 24 12.1 bottom of (6,1 x 6,1) (6,1) (90,8) (0,83) (90,8) (0,83) beam (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. TABLE B WET PIPE SYSTEM SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLERS(TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA System Type •The flow rates given in Tables A and 20 ft. coverage area is 22 GPM. How- Only wet pipe systems may be utilized. B for NFPA 13D and 13R as a func- ever based on minimum discharge of tion of temperature rating and the 0.1 gpm/ft2. the flow rate would be 24 Ceiling Types mooth flat horizontal, or beamed, or maximum allowable coverage area GPM. In this case a minimum flow rate sloped, in accordance with the 2013 •A minimum discharge of 0.1 gpm/ft2. of 24 GPM for this design sprinkler Edition of NFPA 13D, 13R, or 13 as over the "design area" comprised of must be utilized. applicable. the four most hydraulically demand- Obstruction to Water Distribution ing sprinklers for the actual cover- Sprinklers are to be located in accor- Hydraulic(NFPA Design and 13R) age areas being protected by the dance with the obstruction rules of The minimum required sprinkler flow four sprinklers NFPA 13D, 13R, and 13 as applica- rate for systems designed to NFPA Example No. 1: A corridor being pro wit for residential sprinklers as well as 13D or NFPA 13R are given in Tables tected is 8 ft. wide; consequently, an with the obstruction criteria described A and B as a function of tempera- actual coverage area of 8 ft. x 20 ft. is within the TYCO Technical Data Sheet ture rating and the maximum allow- being contemplated. Based on using TFP490. able coverage areas. The sprinkler the LFII (TY4234) Residential Pendent Operational Sensitivity flow rate is the minimum required dis- Sprinkler, the flow rate provided in Sprinklers are to be installed with a charge from each of the total number Table A and B for a 20 ft. x 20 ft. coy- deflector-to-ceiling distance of 1-1/4 of "design sprinklers" as specified in erage area is 22 GPM. However based to 4 inches or in the recessed position NFPA 13D or NFPA 13R. on minimum discharge of 0.1 gpm/ using only the Style 30 escutcheon as ft2. the flow rate would be 16 GPM. In shown in Figure 2. Hydraulic Design this case a minimum flow rate of 22 (NFPA 13) GPM for this design sprinkler must be For concealed pendent sprinkler in- For systems designed to NFPA 13,the utilized. stallations, the sprinklers relative to number of design sprinklers is to be the ceiling mounting surface are to be the four most hydraulically demanding Example No. 2: A long narrow room installed per Figure 6. sprinklers. The minimum required dis- being protected is 12 ft. wide; con The concealed pendent sprinkler must charge from each of the four sprinklers sequently, an actual coverage area of not be used in applications where is to be the greater of the following: 12 ft. x 20 ft. is being contemplated. the air pressure above the ceiling is Based on using the LFII (TY4234) Res- idential Pendent Sprinkler, the flow greater than that below. Down drafts rate provided in Table A for a 20 ft. x through the Support Cup could delay sprinkler operation in a fire situation. TFP408 Page 6 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressurelb,c) Max. Coverage Maximum Ordinary Temp.Rating Intermediate Temp.Rating Area(a) Spacing 155°F(68°C) 175°F(79°C) Minimum Ft.x Ft. Ft.(m) — Deflector to Installation Spacing (m x m) Flow Pressure Flow Pressure Ceiling Type Ft. GPM PSI GPM PSI (m) (L/min) (bar) (L/min) (bar) 12 x 12 12 20 8.4 20 8.4 (3,7 x 3,7) (3,7) (75,7) (0,58) (75,7) (0,58) Smooth 14 x 14 14 20 8.4 20 8.4 Ceilings (4,3 x 4,3) (4,3) (75,7) (0,58) (75,7) (0,58) 1-1/4 to 4 inches Recessed 16 x 16 16 20 8.4 20 8.4 Beamed using Style 30 8 (4,9 x 4,9) (4,9) (75,7) (0,58) (75,7) (0,58) Ceilings Escunon-tcheon d o (2,4) 1-1/4 to 1-3/4 18 x 18 18 20 8.4 20 8.4 inches below (5,5 x 5,5) (5,5) (75,7) (0,58) (75,7) (0,58) bottom of — beam. 20 x 20 20 23 11.1 23 11.1 (6,1 x 6,1) (6,1) (87,1) (0,76) (87,1) (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. TABLE C FM APPROVAL WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS(TY4234) HYDRAULIC DESIGN CRITERIA Sprinkler Spacing Residential Sprinkler Design Guide dent Sprinkler, the flow rate provided The minimum spacing between sprin- When conditions exist that are outside in Table C for a 20 ft. x 20 ft. cover- klers is 8 feet (2,4 m). The maximum the scope of the provided criteria, re- age area is 23 GPM. However, based spacing between sprinklers cannot fer to the Residential Sprinkler Design on minimum discharge of 0.1 gpm/ exceed the length of the coverage Guide TFP490 for the manufacturer's ft2, the flow rate would be 20 GPM. In area (Ref. Tables A and B) being hy- recommendations that may be ac- this case, a minimum flow rate of 23 draulically calculated (e.g., maximum ceptable to the local authority having GPM for this design sprinkler must be 12 feet for a 12 ft. x 12 ft. coverage jurisdiction. utilized. area,or 20 feet for a 20 ft.x 20 ft.cov- System Type Example No. 2: A long narrow room erage area). Only wet pipe systems may be utilized. being protected is 12 ft. wide; con- FM APPROVAL CRITERIA Hydraulic Design sequently, an actual coverage area of 1The Series LFII (TY4234) Residen- The number of design sprinklers is Based fx 20 usingfis being contemplated. Res- tial Pendent and Recessed Pendent to be the greater of the four most hy- on the LFII (TY4234)the w Sprinklers are FM Approved for in- draulically demanding sprinklers, or rate r Pendent Sprinkler, the flow stallation in accordance with the ap- 1500 sq.ft. as per FM Data Sheet 2-5. rate provided in areaTablC for a GPM. ft. x How- plicable Factory Mutual Loss Pre- The minimum required discharge from 20 ever, based coverage is vention Data Sheet FM 2-5. Criteria each of the four sprinklers is to be the based n minimumwdischarge provided by FM may differ from UL greater of the following: of GPM.0. Int gpm/ft2, the flow minimumrate would be and/or NFPA, therefore the design- 24 In this case, a flow er should review and become famil- The flow rates given in Table C as a rate of 24 GPM for this design sprin- iar with Factory Mutival requirements function of the maximum allowable kler must be utilized. (In no case shall before proceeding with design. coverage area the design pressure be less than 7 •A minimum discharge of 0.1 gpm/ft2. psi.) The following information pertaining to System Type, Hydraulic Design, and over the "design area" comprised of Sprinkler Spacing Sprinkler spacing are provided for ref- the four most hydraulically demand- The minimum spacing between sprin- erence and are not intended to pro- ing sprinklers for the actual cover- klers is 8 feet (2,4 m). The maximum vide complete installation criteria as age areas being protected by the spacing between sprinklers cannot provide in the applicable Factory Mu- four sprinklers exceed the length of the coverage tual Loss Prevention Data Sheet. Example No. 1: A corridor being pro- area (Ref. Table C) being hydraulically tected is 10 ft. wide; consequently, an calculated(e.g., maximum 12 feet for a actual coverage area of 10 ft. x 20 ft. 12 ft. x 12 ft. coverage area, or 20 feet is being contemplated. Based on us for a 20 ft.x 20 ft. coverage area). ing the LFII (TY4234) Residential Pen- TFP408 Page 7 of 8 Operation Step 3P.Tighten the sprinkler into the Step 3C. With pipe thread sealant sprinkler fitting using only the W-Type applied to the pipe threads, and us- For pendent and recessed pendent 6 Sprinkler Wrench(Figure 3).With ref- ing the W-Type 7 Wrench shown in sprinklers, the glass bulb contains a erence to Figure 1, apply the W-Type 6 Figure 4, install and tighten the Sprin- fluid that expands when exposed to Sprinkler Wrench to the wrench flats. kler/Support Cup Assembly into heat. When the rated temperature is Refer to Technical Data Sheet TFP700 the fitting. The W-Type 7 Wrench reached, the fluid expands sufficientlyregarding instructions for the removal will accept a 1/2 inch ratchet drive. to shatter the glass bulb allowing the of the Sprinkler Strap. Step 4C. Replace the Protective Cap sprinkler to activate and flow water. by pushing it upwards until it bottoms For the concealed pendent sprinkler, Series LFII Residential Recessed out against the Support Cup.The Pro- Pendent Sprinklers the cover plate which is soldered to tective Cap helps prevent damage to The Series LFII Residential Recessed the Deflector and Arms duringceiling the support cup at three places, first Pendent Sprinklers must be installed falls away when exposed to heat from in accordance with Steps 1R through installation and/or during application a fire.The sprinkler then operates sim- 4R of the finish coatingof the ceilingIt ilar to pendent and recessed pendent may also be used to locate the center sprinklers described above. Step 1R. Install recessed pendent of the clearance hole by gently push- sprinklers in the pendent position with ing the ceiling material against the Installation the deflector parallel to the ceiling. center point of the Cap. Step 2R. After installing the Style As long as the Sprinkler Strap (Fig. 5) The TYCO RAPID RESPONSE Series 30 Mounting Plate over the sprinkler or the Protective Cap (Fig. 6) remains LFII Residential Pendent, Recessed threads and with pipe thread seal- in place, the system is considered to Pendent, and Concealed Pendent ant applied to the pipe threads, hand- be"Out Of Service". Sprinklers (TY4234) must be installed tighten the sprinkler into the sprinkler Step 5C. After the ceiling has been in accordance with this section. fitting. completed with the 2-1/2 inch (63 mm) General Instructions The recessed sprinkler has been pro- diameter clearance hole and in prep- Do not install any bulb type sprinkler vided with a Sprinkler Strap similar aration for installing the Cover Plate/ if the bulb is cracked or there is a loss to that shown in Figure 5 for the con- Retainer Assembly, remove and dis- of liquid from the bulb. With the sprin- cealed sprinkler assembly. Refer to card the Protective Cap and the Sprin- kler held horizontally, a small air bub- NFPA 13 for guidance regarding re- kler Strap. ble should be present. The diameter moval of protective straps and caps. Refer to Technical Data Sheet TFP700 of the air bubble is approximately 1/16 As long as the Sprinkler Strap remains regarding instructions for the removal inch (1,6 mm). in place, the system is considered to of the Sprinkler Strap. A leak-tight 3/4 inch NPT sprinkler be"Out Of Service". Step Push the Cover Plate/Re- joint should be obtained by applying Step 3R. Tighten the sprinkler into tainer Assembly into the Support Cup, a minimum to maximum torque of 10 the sprinkler fitting using only the W- and as necessary, make the final ad- to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher Type 7 Recessed Sprinkler Wrench justment of the Cover Plate with re- levels of torque may distort the sprin- (Figure 4). With reference to Figure 1, spect to the ceiling by turning the kler inlet with consequent leakage or apply the W-Type 7 Recessed Sprin- Cover Plate/Retainer Assembly clock- impairment of the sprinkler. kler Wrench to the sprinkler wrench wise until its flange just comes in con- Do not attempt to compensate for in- flats. tact with the ceiling. sufficient adjustment in an Escutch- Step 4R. After the ceiling has been If it becomes necessary to remove eon Plate by under or over-tightening installed or the finish coat has been the Cover Plate, it can be removed the Sprinkler. Re-adjust the position of applied, slide on the Style 30 Clo- by unscrewing in a counter-clockwise the sprinkler fitting to suit. sure over the Series LFII Sprinkler and direction. Series LFII Residential Pendent push the Closure over the Mounting Sprinklers Plate until its flange comes in contact If the Cover Plate/Retainer Assembly Sees LFII Residential Pendent with the ceiling. cannot be engaged with the Support Theo As- Sprinklers must be installed in Refer to Technical Data Sheet TFP700 Cup ly the Covertbe engaged sufficient- accordance As- p sembly cannot engaged sufficient- accordance with the Steps 1P through regarding instructions for the removal ly to contact the ceiling, the Sprinkler 3P. of the Sprinkler Strap. Fitting must be repositioned. Step 1P. Install pendent sprinklers in Series LFII Residential Concealed the pendent position with the deflector Pendent Sprinklers parallel to the ceiling. The Series LFII Residential Concealed Step 2P. With pipe thread sealant Pendent Sprinklers must be installed applied to the pipe threads, hand- in accordance with Steps 1C through 6C. tighten the sprinkler into the sprinkler fitting. Step 1C. Install the sprinkler in the The sprinkler has been provided with pendent position and with the center- linea Sprinkler Strap similar to that shown of the sprinkler perpendicular to t in Figure 5 for the concealed sprinkler the mounting surface. assembly. Refer to NFPA 13 for guid- Step 2C. Remove the Protective Cap. ance regarding removal of protective Refer to NFPA 13 for guidance regard- straps and caps.As long as the Sprin- ing removal of protective straps and kler Strap remains in place,the system caps is considered to be"Out Of Service". TFP408 Page 8 of 8 Care and Care must be exercised to avoid dam- Concealed Pendent Sprinkler age to the sprinklers - before, during, Assembly: Maintenance and after installation. Sprinklers dam- Specify: Series LFII (TY4234), K=6.9, aged by dropping, striking, wrench Residential Concealed Pendent Sprin- The TYCO RAPID RESPONSE Series twist/slippage, or the like, must be kler, (specify) temperature rating LFII Residential Pendent, Recessed replaced. Also, replace any sprinkler without Cover Plate Assembly, P/N Pendent, and Concealed Pendent that has a cracked bulb or that has (specify). Sprinklers (TY4234) must be main- lost liquid from its bulb. (Ref. Installa- 155°F(68°C) P/N 51-068-1-155 tained and serviced in accordance tion Section.) 175°F(79°C) P/N 51-068-1-175 with this section. The owner is responsible for the in- Separately Ordered Recessed Before closing a fire protection system spection, testing, and maintenance of Escutcheon: main control valve for maintenance their fire protection system and devic- Specify: Style 30 Recessed Es- work on the fire protection system that es in compliance with this document, cutcheon with (specify*) finish, P/N it controls, obtain permission to shut as well as with the applicable stan- (specify*). down the affected fire protection sys- dards of the National Fire Protection tem from the proper authorities and Association(e.g., NFPA 25), in addition *Refer to Technical Data Sheet TFP770. notify all personnel who may be affect- to the standards of any other authori- Separately Ordered Cover Plate ed by this action. ties having jurisdiction.Contact the in- Assembly: ence of a Cover Plate can de stalling contractor or sprinkler manu- Specify: 139°F(58°C), Cover Plate As- Abs yhspinkler oeeratioin a dire facturer regarding any questions. sembly having a(specify)finish for the lasituation. Automatic sprinkler systems are rec- Series LFII (TY4234), K=6.9, Residen- ommendedThe owner must assure that the sprin- to be inspected, tested, tial Concealed Pendent Sprinkler, P/N klers are not used for hanging any ob- and maintained by a qualified Inspec- (specify). tilers and the or nlers are only tion Service in accordance with local Grey White(RAL9002) P/N 56-873-0-135 jectcleaned thaty means of gently dusting requirements and/or national codes. Pure White(RAL 9010)(a) P/N 56-873-3-135 with a feather duster; otherwise, non- Signal White(RAL 9003) P/N 56-873-4-135 operation in the event of a fire or inad Chrome P/N 56-873-9-135 vertent operation may result. Ordering Custom P/N 56-873-X-135 Procedure (a)Eastern Hemisphere sales only. When properly installed, Separately Ordered Sprinkler nominal 3/32 inch (2,4 mmm)air ir ggap be-there is a Contact your local distributor for avail- Wrench: tween the lip of the Cover Plate and ability. When placing an order, indi- Specify: W-Type 6 Sprinkler Wrench, the ceiling, as shown in Figure 6. This cate the full product name and Part P/N 56-000-6-387. (For pendent air gap is necessary for proper opera- Number(P/N). sprinklers.) tion of the sprinkler by allowing heat flow from a fire to pass below and • For pendent sprinkler,order pendent Specify: W-Type 7 Sprinkler Wrench, above the Cover Plate to help assure sprinkler assembly plus sprinkler P/N 56-850-4-001. (For recessed pen- appropriate release of the Cover Plate wrench. dent sprinklers and concealed pen- in a fire situation. If the ceiling needs • For recessed pendent sprinkler, or dent sprinklers.) repainting after sprinkler installation, der pendent sprinkler assembly plus exercise care to ensure that the new separately ordered recessed es- paint does not seal off any of the air cutcheon plus sprinkler wrench. gap. Failure to do so may impair sprin- kler operation. • For concealed pendent sprinkler, Factory painted Cover Plates must order concealed pendent sprinkler not be repainted. They should be re- assembly plus separately ordered placed, if necessary, by factory paint cover plate assembly plus sprinkler ed units. Non-factory applied paint wrench. may adversely delay or prevent sprin- Pendent Sprinkler Assembly kler operation in the event of a fire. Specify: Series LFII (TY4234), K=6.9, Do not pull the Cover Plate relative to Residential Pendent Sprinkler, (speci- the Retainer. Separation may result. fy) temperature rating, (specify) finish, P/N (specify). Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- 155°F(68°C) sion must be replaced. Natural Brass P/N 51-069-1-155 Pure White(RAL9010)(a).... P/N 51-069-3-155 Automatic sprinklers must never be Signal White(RAL9003) P/N 51-069-4-155 painted, plated, coated, or other- Chrome Plated P/N 51-069-9-155 wise altered after leaving the factory. 175°F(79°c) Modified sprinklers must be replaced. Natural Brass P/N 51-069-1-175 Sprinklers that have been exposed to Pure White(RAL9010)(a).... P/N 51-069-3-175 corrosive products of combustion, but Signal White(RAL9003) P/N 51-069-4-175 have not operated,should be replaced Chrome Plated P/N 51-069-9-175 if they cannot be completely cleaned (a) Eastern Hemisphere sales only. by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. *(SCO TEFLON is trademark of The DuPont Corporation. SPECIFICATION SHEET MODEL 850 (1/2" - 2") /FEACO/ DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTION Characteristics Physical Properties U Size 1/2", 3/4", 1", 1-1/4", 1-1/2",2" “ 0 11 O V Max.Working Pressure 175 PSI (1200 KPa) `�� w ,.� '-. boa Tal Hydrostatic Test Press. 350 PSI (2400 KPa) , al ` ._• Temperature Range 32°F to 140°F (0°C to 60°C) o i I' iiI. il End Connections Threaded ANSI B2.1I 1 Materials . Valve Body Bronze Elastomers Silicone Springs Stainless Steel MODEL 850(1/2"-2")DOUBLE CHECK ASSEMBLY Agency Compliance • ANSI/AWWA Conformance (C510-92) Application • ASSE Listed (Std. 1015) Non-Health Hazard • CSA • Approved by the Foundation for Cross Connection Options Control and Hydraulic Research at the University of ❑ Wye - Strainer Southern California. Model 850 (1/2" - 2") Flow Curves 1/2" 1-1/2" - 20 - 20 - a 15 a 15 - US J 10 - J 10 m 5 �� — a5 d m = fr,0 — = 0 , 0 3 6 9 12 15 18(GPM) I •I 110 I -.e4 ) 3/4" 2" - 20 - rn 20 a 15 - a- 15 - O 10 - I o 10 J J 51....,""' ai 5 U) I 0 , z 0 , - 0 5 10 15 20 25 30 - ) 0 30 60 90 120 150 180 (G' ) 1" - 20 - I 's .l :t's R-c,, n,,a,'oAs a 15 - 0• 10 — 1 a 5 12"Minimum Clearance .n r•rol ,�, o to Fixed Structure = 0 ,.._ ,.. 0 10 20 30 40 50 60 (GPM) ' ■�I ' 1 ■ i 1-1/4" .III, ■�i ,1II I1i■i!�1.i 20 — N12" a 15 — MinimumI 1 Jw• 10 CO 5 Flow MODEL 850(1/2"-2") = 0 , 1 y Outdoor Installation 0 20 40 60 80 100 120(GPM) Model 850 (1/2" - 2") A ITEM DESCRIPTION MATERIALS O11 ® O CD €040 1 Body Bronze 1.2 Tailpiece Bronze 4111 --�� t I � j 1.4 0-Ring Silicone 0 2 Cover Bronze • I 1 I 2.2 0-Ring Silicone ill- 4 Ili E41 3 Seat Noryl B _, I► 'fi 0 - 1 _ 3.1 0-Ring Silicone - 8 i1 4 Poppet Noryl L_J [Li 1 5 Seat Disc Silcone 5.1 Disc Retainer Noryl 5.2 Rnd HD Screw Stainless Steel 6 Spring Stainless Steel ©® OS O it 7 Guide Noryl (T1 III 8 Retainer Spacer Noryl �©p HI 9 Ball Valve(w/tap) Brozne ��yAIrtgau 9.1 Ball Valve Bronze D 'IPe�y �DR�ii�iv WILKINS Model ZW109FP a ZURN,,, company Fire Protection Pressure Reducing Valve oSTEDSPECIFICATIONSUBMIT1iLSHEtYL #31)® APPLICATION The Pressure Reducing Valve automatically reduces a higher inlet pressure to a steady lower downstream pressure re- i, gardless of changing flow rate and/or varying inlet pressure � in a fire protection system. This valve's pilot control system I.. - is very sensitive to slight downstream pressure fluctuations and will automatically open or close to maintain the desired SIZES pressure setting. GLOBE: Flanged ends ❑ 1 1/2"thru 8"(class 150) MATERIALS ❑ 1 1/2"thru 6"(class 300) Main Valve Body&Bonnet Ductile Iron ASTM A536 Threaded ❑ 1 1/2"thru 3" Disc Guide & Seat Bronze ASTM B 61 Grooved ❑ 1 1/2", 2", 3", 4" &6" Disc Buna-N Rubber ANGLE: Flanged ends ❑ 2"thru 6"(class 150) Diaphragm Nylon reinforced Buna-N ❑ 2"thru 6"(class 300) Stem &Spring Stainless Steel Threaded ❑ 1 1/2"thru 3" UUULC LISTING Grooved ❑ 2", 3" &4" (class 300) 3001b Flange 1501b Flange Globe Body Angle Body TEMPERATURE RATING: ❑water 33°F to 180°F Size Grooved Grooved PILOT SPRING RANGE: ❑ 30-165 psi UL ULC UL ULC UL UL ❑ Pressure differential,10 psi min. .I 1/2 •• 2" •••• • • MAX.INLET PRESSURE: ❑ 300 psi (class 300) 2 1/2" •••• FEATURES 3" •••• • • ❑ Epoxy Coated, FDA approved 4" •••• • • ❑ Pilot Assembly s •••• • s° ••• • Flow clean strainer(sizes 1 1/2"-3") 10" •• • "Y"type strainer(sizes 4"-10") • Opening speed control(sizes 1 1/2"-3") - - J I � • Isolation Valve(sizes 4"-10") ;Ir v• - I; D _ 0 X41 DD =i -.i MAIN VALVE OPTIONS :I1 ��I: 1 N- .-<111°-.1--- 'w �I r Size G �r 1 - l au FFFF X Class 150 flange(175 psi max.) �� ..`�'O.. --� EEEE TH Threaded ends(400 psi max.) ENTHEADESSURE NGSTE"CLOCKWSE.ONCAEASE ETTING KB - Viton rubber Jim <IN\-' SS - Stainless Steel Seat r' 1 ° a .!1�■ - . � Il Ij Arro' 1 � WA- r�, ANAngle body � I ,lI— `�-gr• �•TIT D - Check Valve in pilot1.11"-"--11B F FFF J— xer II I BB I IFF G - Groove body �ri� I A CS - Cast steel(ASTM A216)main valve I M �� EE rEEE body&bonnet DIMENSIONS DIM ANSI CLASS VALVE SIZE inches 11/2 2 21/2 3 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 81/2 9 - 121/2 15 20 - - B 11/8 11/2 111/16 29/16 33/16 45/16 55/16 91/4 BB GROOVED 115/16 21/8 - 6 41/8 6 - - C Max. 51/2 61/2 7 9/16 83/16 105/8 133/8 16 171/8 CC Max. 43/32 5 - 61/2 813/16 113/32 - - D 2 13/16 3 5/16 4 4 9/16 53/4 7 7/8 10 11 13/16 DD GROOVED 2 13/16 3 5/16 - 4 9/16 53/4 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 - 31/4 - 41/2 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 - - DOCUMENT#: REVISION: REG-ZW109FP 12/05 Page 1 of 2 OPERATION The Model ZW109FP utilizes a pressure reducing pilot valve that installs on the discharge side of the control circuitry.The pilot is a direct acting, normally open, spring loaded, diaphragm actuated valve;the spring being adjustable within a 5.5:1 ratio.The operation of the ZW109FP begins with accurately sizing the valve,then fine tuning the control circuit by adjusting the pilot spring to the desired downstream pressure. Inlet pressure is piped to the inlet port of the pressure reducing pilot.A sensing line runs internally from the discharge side of the pilot to its lower control chamber under the diaphragm. Thus, downstream pressure exceeding the preset acts to close the pilot while the adjustable spring seeks to keep it open. The result is a modulating action in the pilot that is transmitted to the bonnet of the main valve.This creates a mirror modulation of the diaphragm assembly in the main valve. Downstream pressure is maintained within narrow limits regardless of changing flow rates or varying inlet pressures. FLOW CHARACTERISTICS Value Size inches 1 1/2 2 2 1/2 3 4 6 8 10 mm 40 _ 50 65 80 100 150 200 250 Max. Flow Rate (GPM) 160 262 373 576 992 2251 3900 6150 Min. Flow Rate (GPM) 10 15 20 30 50 115 200 300 For basic valves suggested flow calculations are based on flow through Schedule 40 Pipe. Maximum continuous flow is approx. 20 ft./sec(6.1 meters/sec)&maximum intermittent is approx. 25 ft./sec(7.6 meters/sec)and minimum continu- ous flow is approx. 1 ft./sec (0.3 meters/sec). Many factors should be considered in sizing pressure reducing valves including inlet pressure, outlet pressure and flow rates. TYPICAL INSTALLATION Underwriters Laboratories requires the MAIN FIRE HEADER ZW109FP installation of pressure gauges upstream PRESSURE and downstream of the Pressure Reduc- REDUCING VALVE ing Valve.Also, a relief valve of not less than 1/2"in size must be installed on the downstream side of the pressure control valve. Adequate drainage for the relief O O valve discharge must be provided. UL INSTALLATION SPECIFICATIONS REQUIREMENTS MODEL P4000 PRESSURE The valve is to be installed in accordance RELIEF VALVE with the standard for installation of sprin- kler systems, NFPA 13. 0 DISTRIBUTION TO EACH FLOOR The valve is to be inspected, tested and I O O maintained in accordance with the stan- dard for the inspection,testing and Main- ZW109FP tenance of Water-Based Fire Protection PRESSURE Systems, NFPA 25. REDUCING VALVE MODEL P4000 PRESSURE SPECIFICATIONS RELIEF VALVE The Pressure Reducing Valve shall be a single seated, line pressure operated,diaphragm actuated, pilot controlled,globe or angle valve.The valve shall seal by means of a corrosion-resistant seat and resilient, rectangular seat disc.These and other parts shall be replaceable in the field;all such service and adjustments to be possible without removing the valve from the line. The main valve body shall be Ductile Iron ASTM A 536.The stem of the basic valve shall be guided top and bottom by integral bushings.The basic valve and its pilot control system shall contain no packing glands or stuffing boxes.The diaphragm shall not be used as a seating surface nor shall pistons be used as an operating medium.All internal and external ferrous surfaces shall be coated with a high quality,fusion epoxy coating. The pilot control system shall consist of a two-way, normally open, direct acting,adjustable spring loaded,diaphragm actuated pressure reducing pilot.The pilot control shall be field adjustable from 30 psi to 165 psi; adjustment range not to exceed a 5.5:1 ratio. The Pressure Reducing Valve shall be a WILKINS Model ZW109FP. JOB NAME CONTRACTOR JOB LOCATION ENGINEER Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Vico I Fire & Building Products rapid response HOME FIRE SPRINKLER 5'YSTENI Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 Figure 513D (130) 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 General Technical Description Data • The Riser Manifolds described in this Approvals technical data sheet provide the nec- The Figure 513D (13D) and 513D/R essary waterflow alarm, pressure (13D/R) Riser Manifolds with a cover gauge,and drain equipment in a single tamper switch for the waterflow alarm assembly for use in NFPA 13D or 13R switch are UL Listed, ULC Listed, and residential sprinkler systems as fol- FM Approved. lows: The Figure 513D (13D) and 513D/R NFPA 13D (13D/R) Riser Manifolds without a e 513D (13D) cover tamper switch for the waterflow • Figur 1 Inche 513D(DN2alarm switch are UL Listed and FM iler Female Thread x Female Thread Approved. NFPA 13D/13R Maximum Working Pressure 175 psi (12,1 bar) line prior to performing the alarm test. • Figure 513D/R (13D/R) Assembly The second option is to install an In- 1-1/2 Inch (DN40) The manifold body of the Figure 513 is spector's Test Connection down- Male Thread x Female Thread ductile iron, whereas the manifold stream of the Waterflow Alarm Switch. Male Thread x Male Thread body of the Figure 13 is cast iron. The (3) Never remove any piping compo- • Figure 513D/R (13D/R) two assemblies are completely inter- nent nor correct or modify any piping 2 Inch (DN50) changeable in function, application, deficiencies without first depressuriz- Groove x Groove and end-to-end laying length. ing and draining the system. Male Thread x Groove Finish Step 1. Install the manifold body with The variety of sizes and end connec- Red painted. the flow arrow pointing in the down- tions allow cost effective and easy stream position using threaded con- transition to check valves, controlInstallation nections and/or listed mechanical valves, and system piping. The Riser grooved connections, as applicable. Manifolds may be installed in either the The Riser Manifolds may be installed Step 2. Connect the drain line, and horizontal (flow switch on top)or verti- in either the horizontal (flow switch on then close the drain valve. cal (flow going up). top) or vertical (flow going up). The inlet of the Riser Manifold may be di- Step 3. Refer to Figure 4 for wiring WARNING rectly connected to a shut-off control guidance. All wiring must be per- The Riser Manifolds described herein valve. formed in accordance with the Author- must be installed and maintained in ity Having Jurisdiction and/or the Na- compliance with this document, as NOTES tional Electrical Code. well as with the applicable standards (1) Where applicable pipe thread Step 4. Place the system in service by of the National Fire Protection Asso- sealant is to be applied sparingly. Use filling the system with water.When fill- ciation, in addition to the standards of of a non-hardening pipe thread sealant ing the system, partially open the con- any other authorities having jurisdic- is recommended. trol valve to slowly fill the system. Fill- tion. Failure to do so may impair the ing the system slowly will help avoid performance of these devices. (2) Provisions for an alarm test flow damaging the waterflow alarm switch. The owner is responsible for maintain- must be made. The alarm test flow is ing their fire protection system and de- to be through an orifice having a flow After the system is fully pressurized, vices in proper operating condition. capacity equal to or smaller than the completely open the control valve. The installing contractor or sprinkler smallest orifice sprinkler in the system. Step 5. Secure all supply valves One of two options can be considered. manufacturer should be contacted The first option is to temporarily install open. with any questions. a test orifice in the outlet of the drain Page 1 of 6 APRIL, 2006 TFP960 Page 2 of 6 TFP960 NO. DESCRIPTION QTY. P/Nf O, 1 1"Manifold Body, 3-1/2" Female x Female NPT... 1 N/A (88,9 mm) 2 Waterflow Alarm Switch: J VSR-SF modified with `Co Paddle,UL/FM 1 971-096-01 VSR-SF modified with Paddle and Cover Tamper Switch,ULC/FM 1 976-519-01 3 200Pressure rkPa Water ' Waterr Pree sss ure Gauge .. 1 2343 3 =1 2 NOTES: / 1. Approximate weight,7.5 lbs.(3,4 kg). Waterfiow 1.1 2. ULC Listed Manifolds are equipped with Im Cover Tamper Switches installed internal 9-3/4" II 4111 to the Water(ow Alarm Switches. (247,7 mm) REP 3. CH:Common Hardware PliffM 3-5/8" 2-7/8" (92,1 mm) - . 1 (73,0 mm) lII!ILLi! f 3/4"NPT Drain Valve 4-1/2" (Normally Closed) (114,3 mm) 10" (254,0 mm) FIGURE 1 1 INCH(DN25)RISER MANIFOLD ASSEMBLY AND DIMENSIONS NO. DESCRIPTION QTY. P/Nf o`— 1 1-1/2"Manifold Body, 3-1/2" Male x Female NPT 1 N/A (88,9 mm) 1 11 Male x Male NPT 1 N/A _ 2 Waterflow Alarm Switch: r `Co ., VSR-SF modified with Paddle,UL/FM 1 971-096-00 VSR-SF modified with Paddle and Cover Tamper I Switch,ULC/FM 1 976-519-02 3 300 psi/2000 kPa 3 / 2 Water Pressure Gauge .. 1 2341 NOTES: Waterflow 1.1 1 1. Approximate weight,8.7 lbs.(3,9 kg). . 4111 M 2. ULC Listed Manifolds are equipped with REP . Cover Tamper Switches installed internal 11-3/8"to the Waterfow Alarm Switches. (288,9 mm) 3. CH:Common Hardware ,4 4-1/2" 5-3/8" (114,3 mm) (136,5 mm) IIApia 1„ NPT Drain Valve IFS 2-1/8" (Normally Closed) (54,0 mm) 10"(254,0 mm) Male x Female NPT - Manifold 11-1/8"(282,6 mm) Male x Male NPT Manifold FIGURE 2 1-1/2 INCH(DN40)RISER MANIFOLD ASSEMBLY AND DIMENSIONS TFP960 Page 3 of 6 NO. DESCRIPTION QTY. P/N in 1 2"Manifold Body, 3-1/2" Groove x Groove 1 N/A (88,9 mm) Male NPT x Groove 1 N/A Li I 2 Waterflow Alarm Switch: ` -- VSC with Paddle, UL/FM 1 976-357-01 VSC with Paddle and Cover Tamper Switch, ULC/FM 1 976-520-01 3 kPa — 3 / 2 Water Press ure Gauge .. 1 2341 I=1 Optionally Grooved or NOTES: 1 Waterflow Male NPT 1. Approximate weight,11.0 lbs.(5,0 kg). . 4Supply End MP Connection 2. ULC Listed Manifolds are equipped withV II Cover Tamper Switches installed internal 12" to the Waterflow Alarm Switches. (304,8 mm) 3. CH:Common Hardware } 4-1/2" 5-7/16" M (114,3 mm) (138,1 mm) _ III III�. i� 1" NPT FIGURE 3, Drain Valve 2-1/4" (Normally Closed) (57,2 mm) 2 INCH(DN50)RISER MANIFOLD ASSEMBLY AND DIMENSIONS 13"(330,2 mm) Groove x Groove, Male NPT x Groove result in operation of the associated recorded for the system when it was Care and alarms. Consequently, notification first installed. must be given to the owner and the fire Maintenance department, central station, or other Alarm Test Procedure With A Test signal station to which the alarms are Orifice (See Installation Note 2) The following inspection procedure connected, and notification must be must be performed as indicated, in ad- given to the building occupants. Step 1. Temporarily install a test ori- dition to any specific requirements of fice in the drain line outlet. the NFPA, and any impairment must Before closing a fire protection system be immediately corrected. control valve for inspection or mainte- Step 2. Fully open the drain valve. nance work on the fire protection sys- Make certain that drainage water will The owner is responsible for the in- tern that it controls,permission to shut not cause any damage or injury. spection, testing, and maintenance of down the effected fire protection sys- Step 3.Verify operation of the associ- their fire protection system and de- tern must first be obtained from the vices in compliance with this docu- proper authorities and all personnel ated alarms. ment, as well as with the applicable who may be affected by this action Step 3. Close the drain valve. standards of the National Fire Protec- must be notified. tion Association (e.g., NFPA 25), in Step 4. Remove the test orifice from addition to the standards of any After placing a fire protection system the drain line outlet. authority having jurisdiction. The in- in service, notify the proper authorities stalling contractor or product manufac and advise those responsible for moni- Alarm Test Procedure With An turer should be contacted relative to toring proprietary and/or central sta- Inspector's Test Connection (See any questions. tion alarms. Installation Note 2) It is recommended that automatic Flow Test Procedure Step 1.Fully open the Inspector's Test sprinkler systems be inspected, Connection Valve. Make certain that tested, and maintained by a qualified Step 1. Fully open the drain valve. drainage water will not cause any dam- Inspection Service in accordance with Make certain that drainage water will age or injury. local requirements and/or national not cause any damage or injury. codes. Step 2.Verify operation of the associ Step 2. Verify that the residual (flow- ated alarms. NOTES ing) pressure indicated by the pres- Step 3. Close the Inspector's Test No attempt is to be made to repair any sure gauge is no less that originally Connection Valve. Riser Manifold component in the field. recorded for the system when it was Only the pressure gauge or waterflow first installed. alarm switch can be replaced. If any Step 3. Close the drain valve. other problems are encountered the entire riser manifold must be replaced. Step 4.Verify that the static(not flow ing) pressure indicated by the pres- The flow and alarm test procedure will sure gauge is no less that originally Page 4 of 6 TFP96O SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not SEPARATE permitted to be looped around CONDUCTORS CLAMPING the terminal and serve as two PLATE separate connections.The TERMINAL wire must severed to serve INCOMING as two separate co connections, 44111114) . "'kr thereby providing supervision of the connection in the event • that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS SPDT(Form C) END OF LINE LOCAL RESISTOR CONTACT RATING .... 5A @ 125 VAC SIGNAL 2.5A @ 30 VDC DEVICE NC NO �G NC E\10_1(4•NO• �G NC OM 1 COM COM CONTROL POWER PANEL NO FLOW NON-SUPERVISED STYLE B/CLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT (SEE NOTE) NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remove signaling unit,while the other contact is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY) CONTACTS SPDT(Form C) CONTACT RATING .... 3A @ 250 VAC 5A @ 125 VAC 1 mA @ 5 VDC min. NO • NC COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 4 WIRING GUIDANCE TFP960 Page 5 of 6 Limited Ordering Warranty Information Products manufactured by Tyco Fire& Riser Manifold: Building Products (TFBP) are war- Specify;Size(specify),Figure(specify ranted solely to the original Buyer for 513D or 513D/R, (specify connection ten (10)years against defects in mate- type inlet x outlet) Riser Manifold rial and workmanship when paid for (specify-without or with)a cover tarn- and properly installed and maintained per switch for the waterflow alarm under normal use and service. This switch, P/N (specify). warranty will expire ten (10) years from date of shipment by TFBP. No NOTES warranty is given for products or corn- Orders for Figure 513D or 513D/R may ponents manufactured by companies be filled with a Figure 13D or 13D/R, not affiliated by ownership with TFBP respectively. The two assemblies are or for products and components which completely interchangeable in func- have been subject to misuse,improper tion, application, and end-to-end lay- installation, corrosion, or which have ing length. not been installed, maintained, modi- If a ULC Listing is required, the Riser fied or repaired in accordance with ap- Manifold must be ordered with a cover plicable Standards of the National Fire tamper switch for the waterflow alarm Protection Association, and/or the switch. standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either UL/ULC/FM Assemblies repaired or replaced, at TFBP's sole With Cover Tamper Switch option. TFBP neither assumes, nor 1 Inch(DN25) authorizes any person to assume for it, FT x FT P/N 4085 any other obligation in connection with 1-1/2 Inch(DN40) MT x FT P/N 4088 the sale of products or parts of prod- 1-1/2 Inch(DN40) ucts.TFBP shall not be responsible for MT x MT P/N 4089 sprinkler system design errors or inac- 2 Inch(DN50) curate or incomplete information sup- G x G P/N 4093 plied byor Buyer's re re- 2 Inch(DN5o) Buyer ' Y p MT x G P/N 4094 sentatives. In no event shall TFBP be liable, in UL/FM Assemblies contract, tort, strict liability or under Without Cover Tamper Switch other legal theory, for incidental, 1 InchT(DN25) any g y FT x FT P/N 4047 indirect,special or consequential dam- 1-1/2 Inch(DN40) ages, including but not limited to labor MT x FT P/N 4057 charges, regardless of whether TFBP 1-1/2 Inch(DN40) was informed about the possibility of MT x MT P/N 4058 such damages, and in no event shall 2 Inch(GN5o) g G x G P/N 4059 TFBP's liability exceed an amount 2 Inch(DN50) equal to the sales price. MT x G P/N 4064 The foregoing warranty is made in lieu of any and all other warranties, ex- Replacement Parts: press or implied, including warranties Specify: (description)for use with Fig- of merchantability and fitness fora par- ure 513D, 513D/R, 13D, or 13D/R ticular purpose. Riser Manifold, P/N (Ref. Figure 1, 2 This limited warranty sets forth the ex or 2, as applicable). 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. Page 6 of 6 TFP960 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale,Pennsylvania 19446 NIBCO www.nibco.com AHEAD O F THE FLOW^^ Ievision 5/14/02 Sijccifi t ■ All of the advantages found in oopper as a r r elal have been capitalized to the utr rayl in the manufacture of NIBOD Ftti ngs. Because of the accuracy of construction and design,copper plumbing is more efficient and Icoc expensive. NIBODmanufactures nine general types of fittings:Wrot Ressure;Cast Ressure;Wrot Damage;Cast Drainage; Flanges; Flared Tube;Threaded Bronze; Insert Rttings for RDC;Barbed Insert Fittings for Fblybutylene. Each has its particular place and use and each offers its own advantages when used for the proper service requirement. ALLOY AND RNISH—NIBOD Fltti ngs are made from highest quality raw utter—ids available—Cast Rttings are Trade from Copper AI l oy 034400 which consists of 81%Capper,7%Lead,3%Tin,and 9%ZI nc per ASTM Spedfi cation B584.Wrot Capper Fittings are made from oomuerdally pure copper Trill products per ASTM Specifications B75 Alloy 012200. NIBCDfittirxgs are produced to meet requirements of applicable standards wherever practicable. NIBOD brand wrot and cast fittings are manufactured in the LISA and Med o.The manufacturing plants at South Gens Falls, NY Stuarts Draft,VA Nacogdoches,TX and Feynosa, Mexico are registered to 1909002 quality standards. Following is suggested phrasing to be incorporated in your specifications or bills of material for Copper Tube Rttings. WRJTSCLDBRJONT RTIINGS—"Wrot Solder Joint Fittings shall be produced to one of the following specifications: 1. Material and workmanship shall be in accordance with ASM HANSI B16.22;Wrought Copper aril Capper Alloy Solder Joint Ressure Rttings." 2. The dimensional,n aerial al and workn anshi p shall dimensions of Federal d fi cati ons W W-F-4C6 or meet the requirements of MSS SP-104;Wrought ASME Std. B16.24. Copper Solder Joint Ressure Filings." CLASS 125—Material,worlmanshi p and 3. The dimensional,material and worlaianshi p of di mensi oris of flanges shall be in accordance with 5"-12"copper fitti rigs shall ri bet the requirements MSS SR106. of MSS SR109"Welded Fabricated Copper Solder Joint Ressure Filings." CAST ill-FD®RTI1NCS— "Cast Bronze Threaded Filings shall be in accordance 4. Certified to ANSI/NSF 61. with ANSI/ASME B16.15." CAST=EP ALLOY SCLD&JONT RTIINCS— FCLYBUTYLB\IE 021TM INSERT TYPE VALVES AND "Cast Copper AI l oy Solder Joint Filings shall be in RTTI NCS—"Wrot Copper Insert Filings shall be accordance with ANS Std. B16.18." manufactured per the following specifications: WROTDRAINAGE RTflNGS—"Wrot Graf nage MSS SR103 or ASTM F1380." Fittings shall be in accordance with ASMHANSI Std. NIBOD Copper Tube Fittings are all produced to above B16.29." Standards.To simplify,write your specifications to CAST ODTII'ALLOY SCLD�J a NT DRAINAGE read:"Copper Tube Filings to be in accordance with RTT1NCS—"Cast Copper Alloy Solder Joint Damage specifications as outlined in NIBODCatalog c-cf-0602." Fittings shall be in accordance with ASME Std. WRJT OOTTRMEDI ON_MEDICAL G .S SYSTEM B16.23." CL MFCNBVTS—Wrot copper fittings that are to be CAST C)`L T mALLCN RAFT TUBE RTIINGS—"Cast installed in medical gas applications shall be prepared Copper Alloy Flared Tube Rttings shall be in a000r in accordance with NFI P,99, Health Care Facilities Gas and Vacuum Syste dance with ASMHANSI Std. B16.26. ms and the Compressed C> Association, Pamphlet G4.1. Packaging shall be CAST OOTTRALLCN RANGES AND FLANGED adequately protective and include l abel i ng that RTI1NCS— identifies the preparer and states that the product has CLASS 150—Cast Capper AI l oy Ranges and been cleaned and bagged for oxygen or mad gas oe Ranged Fittings shall meet the requirements of MSS SP-106 and/or the wale-anship and For technical information and dimensions refer to the engineering section contained in this catalog. 4 NIBDDINC WORDFEADCLIARTE'S• 1516MIDDLIEBUWST..• RJKV� - r,IN 465164740• LEA. R-t 1.800.234.0227 I IIH SERv1C6 R-t 1.888.446.4226• FAX:1.800.234.0557• iNlENFaTI NAL SEFUCE R-t+1.574.295.3221• FAX+1.574.205.3455 www.nibop.mm NIBCO www.nibco.com AHEAD O F THE FLOW^^ Ievision 5/14/02 Cl3pper T Ise Rttims TYPES OF J CI NTS Flared Joint—The principle of the flared j of nt was first developed nned i ons,or to add copper tube to flanged pipe installations or for copper tube plumbing in 1928 by NI BOO The flared type j oint is other'purposes,NI BOO provides flanges.The flanges are produced in whol l y a mechanical means of joining copper tubes.The tube nut is two standard types widely used in this field where copper tube can placed over the end of the Dopper tube to be joined;the tube end then serve—Gass 150,corrpl y with ASM E B16.24,"Cast Copper Al l oy is flared out at an approximate 45 degree angle by a fl aring tool.The Rpe Ranges and Ranged Fittings Cox 150,300,400,600,900, 1500 flared end is then drawn up by the tube nut so the inside surface is and 2500"; and Oass 125, which conform to MSS SP 106, "Cast tightly secured against the ball seat of the fitting.This joint can be Copper Alloy Flanges and Ranged Rttings Oass 125, 150 and 300." readily dismantled at any time and is, in effect, a type of union connection. Its use is generally restricted to soft(annealed)copper Barbed Insert Fittingsfor Polybutylene(PB)—NIBODoffers a tubes since hard drawn tubes would be subject to splitting when compete line of copper barbed insert fittings for joining FB tube.The flared Of the ends were not previously annealed).The flared ends of insert fittings are produced to the requirements of ASTM F 1380. NI BOO Flared Rttings are produced to the requirements of ASME Along with the insert fittings are oopper crirrp rings,which,when B16.26, "Cast Copper Al I oy R tt i ngs for Rared Copper Tube." Properly i nstal led, proud de a leak-tight mechanical j o nt.Transition fittings are available for adapting to new or existing threaded or Sol der Joint — NI BOD pioneered the development of solder j d nt ends. the solder joint and its application to the field of copper tube piping. Today the solder joint is widely adopted, as evidenced by the Barbed Insert Rttings for PEX—NIBOOoffersacorrpleteline of majority of cities and states that have written axles to include coPPer barbed insert fittings for joining FEXtube.The insert fittings copper tube and solder joints as desirable for general plurrbing, are produced to the requirements of ASTM F1807.Along with the waterlines,vent,stack,waste and drain lines,as well as other uses insert fittings are copper cri rrp rings,which,when properly installed, in industry.Testing has shown that often the solder joint has greater provide a leak-tight mechanical joint.Transition fittings are available strength than the tubes being joined, depending upon the soldering for adapting to new or existing threaded or solder joint ends. alloy selected. While the rrethod 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 R tti ng Terms and Abbrevi ati ons the protection afforded by properly prepared joints— that NIBOD c Ferrule solder cup products are marketed through the reputable sources of supplyto the piping trades. Important procedures for preparing a solder joint are Rg Male solder end graphically illustrated in this catalog on page 95. F Ferrule NPT thread M Male NPrthread Brazed Joint—This type of joint has long been used wherever and Hose Standard hose thread whenever aitical situations have been encountered in copper piping. Hub Ferree end for sal pipe The joint itself is completed much in the saran manner as the solder joint; however,considerably more heat and several refinements of q3i9ot Male end for sal pipe technique require separate procedures that are described further in No Hub Used with mechanical coupling this catalog on pages 96-97. OD.Tube Actual tube outside diarreter S Straight thread Threaded Ends — To adapt copper tube to equipment having sj Slipjant National Standard Rpe Taper(NPT)threads or to add copper tube to FL Flared existing iron pipe installations or other threaded connections,NIBOD provides fittings having both external and internal NFT threads. Those threaded ends are produced to the requirements of PS iE B1.20.1,"R pe Threads,General Rarpose(Inch)." Ranges — To adapt copper tube to equipment having flanged 42 NIB3)INC WORD EF CLIARTES• 1516MIDDIBUWSr.• ELW-I R1 IN 46516-4740• USA• R-t 1.800.234.027 ELFI SE4v10ES R4 1.888.446.4226• FAX 1.800.234.0557• INTH:NATICNAL SERACE R4+1.574.295.3221• FAx+1.574.295.3455 www.niboo.mm NIBCO www.nibco.com AHEAD OF THE FLOW- Ievision 5/14/02 Qopper Tube Rttirscant nued SOLDER JO NT SPED R CATION 1. Soldering a earance(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 C!earance and Sol der Cup Depth raoaa joe0 i25381 Norri nal Maxi rrun Mirrnun Maxirnrn Depthcf iv Sze I.D.of GD.of Clearance Solder alp eci RAM of Fitting Rtting Tube for Soldering 0629p (Indies) Inch (rrm) Inch (nm) Inch (rrm) Inch (rrm) 1/4 0.381 (9.66) 0.374 (9.50) 0.007 (0.18) 0.31 (7.9) Roo ■ 3/8 10.506 (1285) 0.499 (1267) 0.007 (0.18) 0.38 (9.7) raar1 1/2 0.631 (16.03) 0.622 (15.85) 0.009 (0.18) 0.50 (12.7) i 4.064 98 0.756 (19.20) 0.749 (19.02) 0.007 (0.18) 0.62 (15.7) [iidt1r 3/4 0.881 (2238) 0.872 (2220) 0.009 (0.18) 0.75 (19.1) 2.121:10 .1 tCM pppp2p 1 1.132 (28.75) 1.123 (28.54) 0.008 (0216) 0.91 pal) art • I I 11/4 1.382 (35.10) 1.373 (34.::) 0.008 (0216) 0.97 (24.6) u 1 1/2 1.633 (41.48) 1.623 (41.22) 0.010 (0.25) 1.09 (27.7) a o DA 0R ER 1 t 2 2.133 (54.18) 2.123 (53.92) 0.010 (0.25) 1.34 (34.0) b9 11 ut OM fad 1251 MI 21/2 2.633 (66.88) 2.623 (66.62) 0.010 (0.25) 1.47 (37.3) DEPTH OF 8 GRE.INCHES I mml 3 3.133 (79.58) 3.123 (79.32) 0.010 (0.25) 1.66 (422) 31/2 3.633 (9228) 3.623 (9202) 0.010 (0.25) 1.91 (4&5) 4 4.133 (104.98) 4.123 (104.72) 0.010 (0.25) 216 (54.9) 5 5.133 (130.38) 5.123 (130.12) 0.010 (0.25) 266 (67.6) 6 6.133 (155.78) 6.123 (155.52) 0.010 (0.25) a.09 (78.5) HOW TO BE SURE CF PROPER TOLERANCES the National Beau of Stattards FtEpat BMS68,"Strength of Soft-Soldered Jdnts in(w It is apparent that all of the scientific apparatus used to test tube Tuning,"reporting ontests mndixtedwith 3/4-irxhtub ngmdfitting,says"When the aid fittings,according to the dinensions indicated in Qiart 1,would dearan is geatQr than 0.010 inch(0.25 rrrn),tl role is ciffictityin fill ing the jcint properly." be i rrpracti cal tousecnthejob.It is therefore essential that you install tube and fittings manufactured by oorrpanies known to be 2. Depth of Solder Penetration drastically affects the breaking dedicated to the highest qualityocntrd standards.Should you load of the joint.When there is too great asddenngdearance, encounter aoonditionwhere there isdifficulty infilling the joint there is nocapiIlay flow toassure c pletesoderpenetration. properly,NIBODwill analthe trouble without charge.Just send As shown in the chart below,the holding power of the 3/4-inch six inches of the tube,along with the fitting andour technicians will joint is directly proportional to the depth of solder penetration. provide you with an authoritative report. For exarrple: If you get only one-third penetration,you get approxi n atel y one-third the strength needed to assure oonpl ete satisfaction. Chart 2-Type K 3/4"Tubing f ljII ' : • i .� V Solder penetration of one-third Sd der penetration of the entire the up depth-bree4dng load, cup depth-breeldng load approxirratdy2,1001b.(955 kg) approxirratdy7,,000lb.(3175 kg) US.asto any wits in this doarrent are the staxlad;the metric nits are provided for reference only.-fhevalues stated in each systema not exact egtiyalents. NIBODINC WORDFE41XUARTEFS• 1516 MIECIIIKW ST.• BJ4-lAR,IN 46516-4740. 1154• FR 1.800.234.0227 44 187-1 SBRv1C6 FR 1.x::.446.4226• IBX 1.800.234.0557• IN1ffd'IA1lCNALSS'ACE R4+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.aom NIBCO° www.nibco.corn AHEAD OF THE FLOW- Revision 5/14/02 BRAZING INFORMATION Water For Esti mad ng FUrposes CopperTube Sm ng'Fl ler Recpi red Tq-ch Tp Acetylene ansurption O cjen Ftessure(Approx) Acetylene F essire(Approx) (In Indies) Indies (rrm) Drill Sm No. CFH (CM.H) PSI (lea) PS (lea) 1/4 0.253 (6.4) 54 15.9 (0.5) 4 (27) 4 (27) 3/8 0.388 (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) 11/4 2.00 (51.0) 48 31.6 (0.9) 6 (41) 6 (41) 11/2 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) 21/2 5.90 (150.0) 40 60.0 (1.7) 7 (48) 7 (48) 3 7.90 (200.0) 35 70.0 (2.0) 7/2 (52) 71/2 (52) 31/2 10.50 (207.0) 35 70.0 (2.0) 7/2 (52) 71/2 (52) 4 13.50 (343.0) 30 885 (25) 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) "Approld nate oonsurrption when brazing one sip d the fitti ng.Actual mnsu rption depends on waivranshi p. For fiIler sizes shown,one pound of filler allay provides 1,063 indres(27.13 nm)of 1/16-inch wire or 475 irxiies(12,065 nm)of 3/a2-inch wire. e1/16-Inch(1.59nm)cdiarreterwire;AIotherIs3/a2-inch(228mm)dear er. SOLDER AND FLUX REQUIREMENTS Nom SmJant Solder Required,LB(kg) (In lid les) Geral 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) 11/2 1A80 1.4 (0.6) 2 2.380 1.5 (0.7) 21/2 3.225 - 3 4.335 28 (1.3) 31/2 5.786 - 4 7.446 4.2 (1.9) 5 11.392 - 6 15.815 - 8 26.955 - Sclder rectri remeMs in this table are based cn esiirmate of weight of solder used to prepare 100 solder joints of sizes shown Two(2)sines(0.06kg)ofsolder flcncwilI beread red for each pand(0.45 kg)of sdder. U.S.astorrery units in this doe Trent are the standard;the n etric units are provided for reference only.The values stated in each system are not exact equivalents. NIBODINC WCRDFEACCUARf6S• 1516MICCUEBLlftfSt• BiHAR1,IN46516.4740• USA• R-11.800.234.0227 Tt3}i SBRv1C6 Rt 1.x;;.446.4226• FiaX 1.800.234.0557• INERNAl1CNALSBRv10E Rt+1.574.295.3221• FAX+1.574.295.3455 45 www.riboacom NIBCO www.nibco.com AHEAD OF THE FLOW- Ievision 3/29/04 a)pper Tube Rttirsainued RATED I NTBRIVAL WCRKI NG PRESSURES CF J a NTS MADE WITH COPPER WATERTUBEAND SOLDER TYPE RTTINGS, PSI (BAR) Maximum Chage Wald ng Ftxsure for Standard Water Tube Sizes[Note(1)] Saturated Stearn WaiingTerpe-ature 1/8'tha.gh1" 11/4'through 2' 21/2"through 4" 5"through 8" 10"to12" LB(kg) JaringMaterid F C F51 BAR PSI BAR P51 BAR F51 BAR FSI BAR All Sass Alloy S-150 100 38 200 (14) 175 (12) 150 (10) 135 (9) 100 (6) 50-50110 Lead solder 15 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 1(X) 38 1090 (75) 850)8) (59) 705)9, (49) 660(8) (46) 340 (23) 150 66 62500) (43) 48500) (34) 40510) (28) 37500) (26) 280 (19) 95-5 rAntimonysd15 der 200 93 50501) (35) 39500( (27) 32510) (32) 30510) (21) 230 (16) [Note(4)] 250 121 270 (19) 210 (15) 175 (12) 165 (11) 120 (8) 100 38 71010) (49) 55510) (38) 46010) (32) 430)10) (30) 320 (22) Alloy 150 66 475"1" (33) 37000 (26) 30510) (21) 28501) (20) 215 (15) 200 93 375 (26) 290 (20) 24011) (17) 22501) (16) 170 (12) 15 250 121 320 (22) 250 (17) 205 (14) 195 (13) 145 (9) Alloy I-B 100 38 1035 0 (71) 805 0 (56) 670 0 (46) 625 9) (43) 340 (23) [Note(6)] 150 66 71010 (49) 555(10) (38) 46000) (32) (10) (30) 320 (22) 15 200 93 44011) (30) 345"1) (24) 28511) (20) 26501) (18) 200 (14) 250 121 43011) (30) 33501) (23) 27511) (19) 26011) (18) 195 (13) Joining rraterialsat or above 593 C R-ensure-tempe-atu-e ratings consistent with the materials and procedures employed. [Note(7)] GENERAL NOTE For extremely lav working temperaturesinthe 0 Fto200 Frange,itisrecorr ended that a joint materid melting ator above 1000 Fbeemployed[see Note(5)]. NOTES (1) Standard water tube sizes per AS1M B88 (2) ASTM B32AIloyOadeS•r50 (3) The Safe tai nld ng Water Act Amendment of 1986 prohibits the use of any solder having a lead content in excess of 0.2%in pdablewater systems. (4) ASTM B32AIloyOadeSb5 (5) ASTM B32AIloyOadeE (6) ASTM B 32 Al I oy O ade I-B (7) 11kw joining materialsaedefined as brazing aloysbytheAmericanWelcingSociety. (8) The solder joint exceeds the strength of Types K L&M tube in drawn and annealed tempers. (9) The solder joint exceeds t he strencgth of Types L&M tube in drawn terrper atcl Type Ktube in annealed tenger. (10) The solder joint exceeds thedreigthofType Mtube indrawn te7perat'Types L&Kinaui edtenper. (11) The solder joint exceeds thedreigthofType Ltube inannealed terpe: RATED I NTERNAL WCFN NG PRESSURES CF J a NTS RATED I NTH AL WOWING PRESSURES CF MADE WITH FLARED FITT!NGS AND COPPER WATER TUBE PCLBUTYLBVETUBE AND OOPPERBARBED INSERTHTTI NGS Nominal SaJoint Nominal SaJdnt (In Indies) Temperature, F(Cr Ressure,R3(BAF (In Inches) Temperahre, F(C) Flessure,PSI(BAR) 3/8,1/2,3/4,1, 3/8,1/2,3/4,1 73 (23) 200 (14) 1 1/4,1 1/2 2 100 (38) 175 (12) 140 (60) 160 (11) AASv1EB16.26 180 (82) 100 (7) 200 (93) 80 (5) U.S astcnary units in this dazrrant are the staiclard;the metric units are provided far reference only.The values stated in each systemae not exat egtivalents. NIBOD INC WCRD FEADC,iJARTBZS• 1516 M I DDL63 RY ST.• RJ4-WR(,IN 46516-4740• USA• R-t 1.800.234.0227 46 TEC SERv1C6 Fl-t 1.888.446.4226• FAX 1.800.234.0557• INTB3'JATlCNALSEFMCER-t+1.574.295.3221• FAX+1.574295.3455 www.rtiboo.com NIBCO° www.nibco.corn AHEAD OF THE FLOW %vision 5/14/02 RATED INT6 AL WOWING PRESSURE FOR COPPERFlTTINGS, PSI (BAR) Water Terrperatuxe .Je Nominal Water Tube Sze -20 to 100 F 150 F 200 F 250 F 3X)F 350 F 400 F (In Inches) (29 to 38 C) (e6 C) (95 G) (120 C) (149 C) (177 G) (204 Ca 1/4 912 (62) 775 (53) 729 (5)) 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) 11/4 439 (30) 373 (26) 351 (24) 351 (24) 344 (23) 293 (20) 219 (15) 11/2 408 (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) 21/2 336 (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) 156 (11) 31/2 304 (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 (9) 6 251 (17) 213 (15) 201 (14) 201 (14) 196 (14) 167 (12) 125 (8) 8 270 (19) 230 (16) 216 (15) 216 (15) 212 (15) 180 (12) 135 (9) 'lhe fitting pressure rating applies to the largest opening of the fitting. RATED I NTERNAL WORKING PRESSURES OF CAST COPP6 ALLOY RANGES AND RANCID Fl 71 NGS Resare(FS) Nominal SzaJoint TenTeratire (In Inches) F(qA Class 125"B Class 1508 Class 150A 1/2,3/4,1,1 1/4, 0-150(0-66) 105 (7) 210 (14) 225 (15) 1 1/2, 2,21/2, 175 (79) 100 (7) 205 (14) 220 (15) 3,4,5,6,8 200 (93) 95 (7) 195 (13) 210 (15) (also 10'for 225 (107) 90 (6) 190 (13) 205 (14) Class 125) 250 (121) 90 (6) 180 (12) 195 (13) 275 (135) 85 (6) 175 (12) 190 (13) 300 (149) 85 (6) 170 (12) 180 (12) 350 (177) 75 (5) 150 (10) 165 (11) 406 (208) 70 (5) 140 (9) 150 (10) "MSS SR106 'ASTM 8584,WS 033800 and LNS 034400 °ASTM B62,UNSC83600and ASMI B584,WS(83600 U.S customary units in this doa.rrsnt are the standard;the rabic wits are provided for reference only The val ues stated in each system are not exad equivalents NIBODINC WCRDFEACCUARTES• 1516MI000EBLE'St• aW-PKIN46516-4740. 1J54• R-11.800.234.0277 47 TT3}i SERv1ClS Rt 1.x;;.446.4226• FAX 1.800.234.0557• INERIAl1CNALSBRv10E Rt+1.574.295.3221• FAX+1.574.295.3455 www.ribix oom NIBCO www.nibco.com AHEAD O F THE FLOW- Ibvision 5/14/02 Opprier Water Tube continued DIM EN SI OVAL DATA-CCPPER WATER TUBE-TYPE"K' TYFE"K' Ford Drawn: 20-ft.(6.1m)Straight Lengths Soft Annealed: 20-ft.(6.1m)Straight Lengths,or40-ft.(12.2m)and 60-ft.(18.3m)Length ails(to and i nduding size 1 1/2) Usage: Far urde groLrd service and general purpose pl urrbi rig and heating instal Iaticns under severe conditions. Td era-des Ford Dawn Soft Annealed (I-rd Dawn ally) CLtside ng CD Nord rid Wall Weight Bursting Safe Waiing Wrsting Safe Working Nominal Dameter Thickness Par Foot RessureA FtecsreB Ressure" Rcurec Water Tube Min. Max 9�(In Inches) Inch (nm) Inch (nm) Inch (nm) Inde (rrm) Lb (kg) psi (bars) psi (bas) psi (Liars) psi (hers) 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 0.930 (1270) 0.497 (1262) 0.501 (12.73) 0.049 (124) 0.269 (0.12) N/A N/A 1675 (115) N/A N/A 960 (66) 1/2 0.625 (15.86) 0.622 (15.80) 0.626 (15.90) 0.049 (124) 0.344 (0.16) 9640 (678) 1337 (92) 4535 (313) 753 (52) 5/8 0.750 (19.05) 0.747 (1897) 0.751 (19.08) 0.049 (124) 0.418 (0.19) N/A N/A 1104 (76) N/A N/A 626 (43) 3/4 0.875 (2223) 0.872 (22.15) 0.876 (22.25) 0.065 (1.66) 0.641 (0.29) 9300 (641) 1278 (88) 4200 (290) 724 (5)) 1 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.065 (1.66) 0.839 (0.38) /AJ0 (496) 982 (68) 3415 (235) 557 (38) 11/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 0.065 (1.66) 1.040 (0.47) 5525 (381) 797 (55) 2800 (193) 452 (31) 11/2 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) 42) (29) 2 2.125 (53.98) 2121 (53.87) 2127 (54.03) 0.083 (211) 2060 (0.93) 3915 (270) 662 (45) 2235 (154) 370 (26) 21/2 2625 (66.68) 2621 (66.57) 2627 (66.73) 0.095 (241) 2930 (133) 3575 (246) 597 (41) N/A N/A 338 (23) 3 3.125 (79.38) 3.121 (7927) 3.127 (79.43) 0.109 (277) 4.000 (1.81) 3450 (238) 578 (40) N/A N/A 328 (23) 31/2 3125 (92.08) 3.621 (91.97) 3.537 (92.13) 0.120 (3.05) 5120 (232) 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 5125 (130.18) 5121 (130.07) 5127 (130.23) 0.160 (4.06) 9.670 (4.39) 3585 (247) 517 (36) N/A N/A 293 (2)) 6 6.125 (155.58) 6.121 (156.A7) 6.127 (156.63) 0.192 (4.::) 13.900 (6.30) 3425 (236) 520 (36) N/A N/A 295 (20) 8 8125 (233.38) 8119 (233.22) 8.127 (206.43) 0.271 (6.::) 25.900 (11.75) 3635 (251) 563 (38) N/A N/A 314 (22) 10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.338 (859) 40.300 (18.28) N/A N/A I 563 (38) N/A N/A 314 (22) 12 12125 (307.98) 12.119 (357.82) 12127 (308.03) 0.405 (10.29) 57.800 (26.22) N/A N/A 555 (38) N/A N/A 314 (22) Note:Information ad data contained in these charts,as tdcen fromASTM Specifications B88. Rated irttemsi pressure for copper water tube based on the stt rgth of the tube alone and applicabletosystems using suitaden aicdjdnts Based on actual laboratory test data provided by Copper Developnent Assadaticn,Inc. 'Eased cpon150 F(65.6 gwithandlowadestress d9500psi(668 kPa). 'Based upon 150 F(65.6 C)with alalIowadestiu:bd5100psi(3591dDa) US astarary nits in this doarrent are the staxiard;the metric nits are provided for reference only.The values stated in each system are not exact egtivalents. NIBOD INC WORD FE41XUARTEFS• 1516 MIIS. Ai'ST.• Bil-lAR,IN 46516-4740• USA• N 1.800.234.0227 50 lEH SBRNAC6 FH 1. ::.446.4220"• F X 1.800.234.0557• INTIEFNA11CNALSBR10E R-t+1.574.295.3221• FAX+1.574.295.3455 www.rrboaozrn NIBCO° www.nibco.corn AHEAD O F THE FLOW.M Pevision 5/14/02 DIM ENSI OVAL DATA-COPPER WATER TUBE-TYPE"L" TYFE"L' Ford Dawn: 20-ft.(6.1m)Straight Lengths Soft Anneded: 20-ft.(6.1m)Straight Lengths,or 40-ft.(12.2m)and 60-ft.(18.3m)Length(bits(to and including sire 1 1/2) Usage: For general purpose plurrbing and heating conditions. Tolerances I-lard Dawn Soft Annealed (l-k rd Dawn Oily) Outside Tubing CD Nominal Wall Weight larsting Safe Working Bjrsting Safe World ng Nord nal Dareter lhidviess Fier Foot Ffessrxe" FfessureB Ftessure" Ftesgjrec Water Tube Min. Max Sm(In Indies) Inch (m) Inch (mm) Inch (m) Inch (mm) Lb (kg) psi (bas) psi (bars) psi (bars) psi (bars) 1/4 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) 0.03) (0.76) 0.126 (0.06) N/A N/A 1367 (94) N/A N/A 775 (53) 3/8 0.500 (1270) 0.497 (12.62) 0.501 (12.73) 0.035 (0.89) Q193 (Q09) N/A N/A 1168 (81) N/A N/A 662 (46) 1/2 0.625 (15::) 0.622 (15.83) 0.626 (15.90) 0.040 (1.02) Q235 (Q13) 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) Q332 (Q16) N/A N/A 947 (65) N/A N/A 537 (37) 3/4 0.875 (2223) 0.872 (22.15) 0.876 (22.25) 0.045 (1.14) 0.455 (0.21) 9900 (407) 873 (60) 2935 (202) 495 (34) 1 1.125 (28.53) 1.122 (28.50) 1.127 (28.63) 0.050 (1.27) 0.656 (0.30) 5115 (353) 741 (51) 2660 (183) 420 (9) 11/4 1375 (34.93) 1372 (34.85) 1377 (34.96) 0.055 (1.40) (2884 (0.40) 4550 (314) 658 (45) 2400 (166) 373 (26) 11/2 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 0.060 (1.52) 1.140 (0.52) 4103 (283) 613 (42) 2200 (152) 347 (24) 2 2125 (53.96) 2121 (5387) 2127 (54.03) 0.070 (1.78) 1.750 (0.79) 3365 (2V) 545 (38) 1910 (132) 309 (21) 21/2 2625 (66.68) 2621 (66.57) 2627 (66.73) 0.080 (2.03) 2480 (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) 31/2 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) 5380 (2A4) 2865 (198) 440 (30) N/A N/A 249 (17) 5 5.125 (133.18) 5.121 (130.07) 5.127 (130.23) 0.125 (318) 7.610 (345) 2985 (236) 404 (28) N/A N/A 229 (16) 6 6.125 (155.53) 6.121 (15547) 6.127 (155.63) 0.140 (3.56) 10.200 (4.63) 23SO (185) 376 (26) N/A N/A 213 (15) 8 8.125 (206.38) 8.119 (206.22) 8.127 (206A3) 0230 (508) 19.290 (8.75) 2660 (183) 4C6 (28) N/A N/A 230 (16) 10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.250 (635) 32100 (13.65) N/A N/A 407 (28) N/A N/A 231 (16) 12 12125 (307.98) 12119 (307.82) 12127 (308.03) 0.280 (7.11) 40.400 (18.33) N/A N/A 383 (26) N/A N/A 215 (15) Note:Infomretion and data contained in these charts,astaken fromASTM Spedfications B88. Fated internal pressure for copper water tube based on the situ yth of the trice alcne ad applicade tosysterrs using suitable mechanical joints. A Based on actual leboratcrytest data provided by apper CamIoprrent Association,Inc B Based upon 150 F(65.6 C)with al lavadestress of 9500 psi(668 kPa) C Based upas 150 F(65.6 Ca with anal lavable stress of 5100 psi(359 kPa). U.S astomery units in this doarrent are the standard;the rretric units are provided for reference only.The values stated in each system are not exact equivalents. NIBOD INC WCRDFEADCJART6S• 1516MIEDLB3.WSL• BJ4-IAR1",IN 46516-4740• U54• R-t 1.800.234.0277 T137-1 SBRv1C1 Hi 1.x;:.446.4226• IBX 1.800.234.0557• IN1B3yA11CNALSBFMCE R-t+1.574.295.3221• FAX+1.574.295.3455 wwwniboacom NIBCO www.ni bco.com AHEAD O F THE FLOW- Ibvision 5/14/02 Opprier Water Tube continued DIM EN SI OVAL DATA-CCPPER WATER TUBE-TYPE"M" TYFE"M" Hard DawnQrly 20-ft.(6.1m)Straight Lengths Usage: For general purpose pi uniai ng,heating and drainage installations. Tolerances Hard Dawn (Hard Dawn Oily) Outside Tubing CD Nari nal Wall Weight Bursting Safe Wald ng Narinal Darer Thickness Fla-Foot Ftessure^ FtessureB Water Tube Min. Max gas(In Indies) Inch (rrm) Inch (rrm) Inch (nm) 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 (1270) 0.497 (1262) 0.501 (12.73) 0.025 (0.64) 0.145 (0.07) N/A N/A 855 (59) 1/2 0.625 (15.86) 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 WA 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 (78.58) 1.122 (23.50) 1.127 (78.63) 0.035 (0.88) 0.465 (0.21) 3865 (266) 506 (35) 11/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 0.042 (1.07) 0.662 (0.31) . srm (267) 507 (35) 11/2 1.625 (41.28) 1.621 (41.17) 1.627 (4133) 0.049 (124) 0.940 (0.43) 359) (245) 497 (34) 2 2.125 (53.98) 2121 (53.87) 2127 (54.03) 0.058 (1.47) 1.460 (0.66) 2935 (202) 448 (31) 21/2 2625 (66.68) 2621 (66.57) 2627 (6673) 0.0E6 (1.65) 2030 (0.92) 2800 (193) 411 98) 3 3.125 (79.38) 3.121 (7927) 3.127 (79.43) 0.072 (1.83) 2680 (1.22) 2665 (184) 380 (26) 31/2 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 0.063 (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) 5121 (130.07) 5.127 (130.23) 0.109 (2.77) 6660 (302) 2490 (172) 349 (24) 6 6.125 (155.58) 6.121 (155A7) 6127 (155.63) 0.122 (3.10) 8.930 (4.05) 2000 (138) 328 (23) 8 8125 (205.38) 5119 (206.22) 8.127 (206.43) 0.170 (4.32) 16.530 (7.48) 2235 (153) 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 12125 (307.98) 12.119 (307.82) 12127 (308.03) 0.254 (6.45) 36.700 (16.65) N/A N/A 345 (24) Note:Information end data mntained in these charts,as talen fromASTM Spedfications B88. Rated irtemsi pressure for oopperwater tube used cn the shayth of thetcbe alone and applicable to systems using suitable me haical joints. 'Eased on actual laboratory test data presided by Copper Development Assadaticn,Inc. 'Eased cpon150 F(65.6(;)with aiallowableshes,d9500psi(668 kPa). US astarnry units i n this daxan ent are the sta hard;the metric units are provided fcr reference a1y.The val ues stated in each systemare r>ot exact egivalents. ® NIBODINC WORDFECCUARTEFS• 1516MIEUERAi'ST.• BJ4-l/RT,,IN46516-4740• USA• N1.800.234.0227 113CH SBvACIS FR 1. ::.446.4220"• TAX 1.800.234.0557• IN19'dslA11CNALSBRACE R4+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.com NIBCO www.nibco.com AHEAD OF THE FLOW- Ibvision 5/14/02 thpperWerTube continued Under normal conditions,the physical properties of copper tubes,when produced by responsible manufacturers are perfectly adapted for the conveyance of hot and odd water,steam,d I,gas,and ai r.Copper tubes wi l l stand up under ordinary conditions,bit the user is specifically cautioned against I ayi ng underground tube i n d nderf i II,especially if the ground is apt to be wet. Due to the sulphur compounds in the cinders,a condi t i on of this kind may corrode the outside of the tubes.This may be overcorre ei t her by wrappi ng the tube with canvas and asphaltum or by surrounding the tube with a bed of dean sand nixed with lime,or with Ii rrestone or broken plaster.When conditions are doubtful, it is advisable to consult the Copper Development Association,or the tube manufacturer. Annealed Dopper tubes are generally recommended for underground use.1/2"annealed Dopper tubes have been frozen as many as six times before fi nal Iy bursting,eight ti mss for 1"size,and eleven ti ries for 2"sim.Hard drawn oopper tubes,however,burst during the first freea ng the sante as iron pipe.(Condensed from Copper Tube Handbook.) COMPARATIVE DATA-COPPER WATER TUBE AND IRON PI PES BTUsto ase 100 R38 C Nord ref "A' "B' "C' "D' "E' "F' "G Water New Rpe Inside QJtsde Weight Volume Water Rpe Feat Loss Row Tube Sim Darer Diarreter (In Indies) Ind, (am) Inch (rrm) Lb (Kg) e /10ft. U3.05m BTU kJ BTU kJ BTU kJ GFM LFM 3/8 (per A33 (10.92) 0.503 (1270) 0196 (0.090) 00754 (0.2864) 6289 (664) 1861 (19.6) NDE a Nola 1.873 (7.089) Irm 493 (1252) 0.675 (17.15) 0567 (0.257) 00992 (0.3756) 8266 (87.2) 6237 (66.8) ND Data NData 2.464 (9.326) 1/2 Ctper .545 (1384) 0.625 (15.88) 0.285 (0.129) 01212 (0.4587) 101.20 (1068) 2570 (78.2) 0.34 (0.36) 3.566 (13494) tm .622 (15.80) 0.840 (21.34) 0.850 (0.3E6) 01578 (0.5973) 131.60 (1388) 93.50 (986) 5.94 (627) 4.585 (17.364) 3/4 Ctper .786 (19.94) 0875 (2223) 0455 (0.2177) 02514 (0.9515) 209.60 (221.1) 4267 (450) 041 (0.44) 9599 (36.332) Irm .824 (20.93) 1.060 (26.67) 1.130 (0513) 02770 (1.0484) 23010 (2428) 124.30 (131.1) 7.16 (7.55) 9.723 (36.79D) 1 Ctper 1.025 (7604) 1.125 (2858) 0.656 (0.297) 04287 (1.6226) 367.30 (377.0) 61.38 (64.8) 050 (a53) 1980 (74.94) Irm 1.049 (26.64) 1315 (33.40) 1.678 (0762) 04490 (1.6996) 374.33 (394.9) 184.58 (1947) 862 (9.09) 1853 (70.14) 11/4 Ctper 1.2E6 (3213) 1.375 (34.93) 0884 (0.401) 06629 (24712) 544.30 (574.3) 8291 (87.5) 062 (065) 3505 (13266) tm 1.38D (35.05) 1.660 (4216) 2270 (1.031) 07770 (29409) 647.70 (6834) 24970 (263.4) 1065 (11.24) 3856 (14695) 11/2 Ctper 1.505 (3823) 1.625 (41.28) 1.140 (0.518) 09241 (34977) 77040 (8128) 107.16 (1131) 089 (0.73) 5516 (21257) Irm 1.610 (40.89) 1.900 (4826) 2723 (1.2 1.0580 (4.0015) 881.80 (930.1) 298.10 (314.5) 11.97 (1263) 5820 (790 99) 2 Ctper 1.985 (53.42) 2125 (53.98) 1.750 (0.795) 1.6080 (50863) 134000 (14138) 164.50 (1736) 084 ro.89) 119.10 (45079) Irm 2067 (5250) 2375 (60.33) 3650 (1.667) 1.7430 (6.5973) 145307 (15330) 401.50 (423.6) 14.61 (1541) 11350 (429.60) 21/2 Ctper 2466 (6261) 2625 (66.68) 2483 (1.126) 24790 (9.3830) 2159.00 (2179.7) 233.00 (245.8) 1.01 (1.07) 214.30 (811.13) Irm 2469 (6271) 2875 (73.03) 6790 (2629) 24870 (9.4133) 2173.07 (1187.1) 63690 (6720) 17.42 (1838) 16250 (69076) 3 Ctper 2945 (74.80) 3.125 (79.38) 3330 (1.512) 35390 (133951) 2945.00 (3107.1) 31327 (330.4) 1.13 (1.19) 34740 (1314.91) Irm 3068 (77.93) 35 ::9D) 7.53 (3.441) 38400 (14.5344) 3201.07 (3377.2) 83270 (8785) 20.63 (21.77) 326.00 (1233.91) 4 aper 3905 (39.19) 4.125 (104.78) 5380 (2443) 62720 (235603) 518600 (5471.5) 50672 (533.6) 1.50 (1.58) 747.10 (2827.77) Ira, 4.026 (102.26) 45 (114.3D) 10.79 (4.899) 06130 (25.0002) 551307 (53165) 118890 (12522) 26.00 (77.43) 67380 (7550.33) CX1LfV1NAThecopper Woe isType LStandard,meeting the recOrerrentsofASTMCCWMN This colarn shows the heat errission frcm 10 feet(305 metres)of the gven Specification B 88.The iron pipe is standard weight,schedule 40,bare pipe,except as tube and pipe placed horizontally.The col am in to im of Bill lost per her(kilejales to(blare I where new galvanized pipe is referred to. lost per hots)fcr each degree of difference in terrperatu-e between the pipe and the CX1UfV1N B Frommanufadtrers specifications.Sight varidims GE,be noted between sumandng ar.The figures for iron are taken from epelmentd data obtained at the specificaticnsadfferentMitactrers,butthesefiguresarerepresentative. Mdlcn Institute.Rgxesfcr copper have been calculated with reference to those fcr ircn on the bads of the known ratio of heat emission betwean the two materials. CZLUVIN C From manufact trers'specifications with the same considerations as noted for(Mari B CZLLMN I:This column shams the nurrber at gallons(litres)of water which will flay CZLUVIN D From merxufadtrers'spedficatias. through 100 feet(30.48 metres)of the given tube and pipe with a pressure loss of 10 pounds per square inch(70 14 Io aeJs). Row is basal cn diameters in O um B CZLL V1N E Otic contents of 10 ling feet/3.05 lima mares of tits and have been aoxrdng to%lesser Dawson's fan-Liao fcr NBN galvanized iron pipe and NBN calelatedfrom dmeters gvenin(DIurn B bythe fomulafcr the oonterrtsofacylioder. copper tube.Due to the corrosion ofiron andits tendency toaccunulate sednentsand CZLUVIN F This°darn has been calelated from tlurrn Eand shahs the nurber of other foreign r r ertter,RDF.Dawson suggests that 15%be deduced from the figres for BT11(I4lojotles)reat red to heat the water content only of 10 fed(3.05 mares)of the iron pipe in order to arrive at a reasonable perfomhanoe expectancy for such pipe in gven tube and pipe 100 F(38 q It raft res 833.6 BTI..(;(879.5 Id)to heat 1 gallon service.Bei copper resists rust and is inherently true smxth,Rcfessor Dawson (3.875litres)of water 100 F(38 C). suggests a deduction ef only 5%from the figu es given for copper tape CZLLiV1N G These figlres are calalated frau alum m D and show the nurber at BTUs (kJ)required to rase the tetrperature of 10 feet(3.05 metres)of errpty tube and pipe 100 F(38 Ca.Due to dfferenoe in the specific heat of the materials,it requires 9.4 BTUs (9.9 kJ)to raise 1 pa.nd(0.454 Idlogarre)a topper 103 F(38 C)and 11.0 BTU(11.6 kJ)to raise 1 pound(0.4541dlogarrs)of iron 100 F(38 Ca. U.S.customary units in this document are the standard;the metric units are provided fa reference only.The vel ues stated in each systemare not exact egtivalents. NIBOD INC VCRD FE41XUARf9ZS• 1516 MIECtE Rn'ST• BJ4-MVR(,IN 455164740• USA• Fl-t 1.800.234.0227 54 111H SBRv1C>6 F}t 1. ::.446.4226• FAx 1.800.234.0557• IN163s1A11CNALSsRACE R-t+1.574295.3221• FAx+1.574.295.3455 wwwrrboaozm NIBCO° www.nibco.corn AHEAD O F THE FLOW- %vision 5/14/02 EXPANSION AND CONTRACTION In the majority of Iow-prr_.,ure heating systems employing copper L . tube and i nstal I ed in sn�al I hour or private dwel I i ngs,provision for ,i,°n . expansion and contraction is relatively sirrple.Mains,risers,and m .o,40 . . branches to radiators should be free or fl oat i ng at one end of the `a 0.35 line.Holes should be large enough to perrri t free movement of the cc ri ' :117; .e.......".....;_____., _..7 tube,and care should be exercised so that pipe hangers and a j3°' U-' D.25 supports permit unrestricted movement and do not ardor the tube. &91 al 3s, -a.z25s{� Wrought copper tube hangers that are both practi cabl e and neat in 15 _ - . appearance are avai I abl e. tr, ins . _ _ ia s„ Unusually long runs of copper tubing should be provi ded with an L 1�IQ expansion bend or Icop.By bending soft temper copper tube,a a in . _ si mol e form of expansion loop can be made.With the addition of " " ccrrbi nation flared-tube to solder joint fittings,as illustrated in ° • Fgure 1,these types of l oops can be used when space or other i-viii Liu* a m M m 112 1.11 O % 11.16 1. !irritations exist.Theeorrect proportions ofsuch expansion loop to 25 rs 125 175 225 275 Ms rreet various conditions are shown in the accompanying table. � �° 17� 7'; nar1} ono nem TEi3APERATURE.'F PCI The above chart is cal cul ated using 10ft(3.05m)of copper tubing as R Q JRE 1 the reference point.You may use it as follows: 100ft(30.5m)of P ooppertube,with a200 (6(93.3 C)temperaturechange.Referer)oe mi- II' pant.2256 inches for 10ft,(5.73rnnfor 3.05m),r ultipyby 10for a.U-Bend 100ft(30.5m),resulting i n.an answer of 2.256 inches(57.3n n i)of -,`- • expansion or ax4traction. NUI t Calculations for expansion and contraction should be based on the average ffi d ent of expansion of copper which is i 111 0.0000094 per F(0.00001692 per Q between 77 Fand 212 F (25 Cand 100 C). For example,the expansion for each 10ft(3.05m) b.Coi I ed Loop of any sim of tube heated from room temperature of 70 F(21.1 Q to 170 F(76.7 C),that is, 100 F(55.6 C)rise,is: Rse Cbeffider t j 100 F 10ft 12 indies 0.000094 _ 0.1128 in. c.Offset and " (55.6 G) X (3.05m) X (1000rrm) X (0.00001692) - (2.87rrm) Return RADI I CFC ILEDEXPANSICN LOOPS AND DEVB-CIPEDLENGTHS CFEXPANSICN CFFSES Expected Eansion Nord nal 1/2 1 11/2 2 21/2 3 31/2 4 Tite R L R L R L R L R L R L R L R L Sze Inch (nm) Inch (rrrr>) Inch (rrm) Inch (rrm) Inch (rrm) Inch (rrm) Inch (nm) Inch (nm) Inde (rrm) Inde (rrm) Inde (rrm) Inde (rrm) Inde (rrm) Inde (rrm) Inde (rrm) Inde (rrm) 1/4 6 (1524) 38 (9352) 9 (7156) 54(1371.6) 11 (2734), 66(165.4) 12 (3)4.8) 77(1958) 14 0556) 86(2184.4) 15 (361.0) 94(23676) 16 (406.4) 're(29)8) 17 (431.8) 103(2768.6) 338 7 (1718) 44(1117.6) 10 (254.0) 63(16)0.2) 12 (304.8) 77(19558) 14 (3556) 89(2271) 16 (406.4) 93(2514.6) 17 (431.8) 108(27686) 19 (4826) 117(2971.8) 2) (5080) 126(3370.4) 1/2 8 (3332) 53(12700) 11 (219.4) 70(1778.0) 14 p556) 83(2230.6) 16 (406.4) 93(5146) 18 (4572 111(28194) 19 (42.6) 172(30988) 21 (5334) 131(6327.4) 22 (5E88) 143(3E50) 374 9 (7286) 9(1496.6) 13 (3302) 83(21032) 16 (4064) 101(75654) 19 (4826) 117(2971.8) 21 (533.4) 131(3327.4) 23 (532) 143(3632.2) 25 0) 155(3937.0) 26 (0304) 166(42164) 1 11 (2794) 67(1701.8) 15 (381.0) 94(23876) 18 (4572) 115(221.0) 21 (533.4) 133()3782) 24 (E3)6) 149 0784.6) x g74) 163(4140.2) 28 (7112) 176(4470.4) 30 (7620) 186(47752) 11/2 13 (3332) 80(7620) 18 (4572) 113(2870.2) 22 (5E138) 136(35052) 25 0) 163(40640) 29 (7466) 179(45466) 31 (787.4) 196(49784) 34 (8336)212(((2384.8) 36 (914.4)726(57404) 2 15 (381.0) 91(2311.4) 21 (533.4) 129(3733.6) 25 (635.0) 158(40132) 29 (75..6) 183(6482) 33 (8362)a:6(97/.0) 36 (314.4)224(533a6) a) (9916)242(61468) 41(1041.4)233(6786) 21/2 16 (45.4) 102(2590.8) 23 (6683 42) 144(3667.6) 28 (711.2) 176(4470.4) 32 (8128)21(51562) 36 (914.4)227(579.8) 40(10160)249(6324.6) 43(10322)293(65326) 46(m4)238(73152) 3 18 (4572) 111(28194) 25 (6350) 157(39878) 30 (7620) 191(4851.4) 35 ::0)222(558.8) 40(10160)248(62332) 43(10322)272 ::r:8) 47(11938)293(74422) 53(1270.0)314(79756) 31/2 19 (4826) 12)(30180) 27 (95.8) 133(4296) 33 (8 2)276(52324) 38 (952)239(6070.6) 43(10922)231(6781.8) 47(11938)293(74422) 50(12700)316(826.4) 54(1371.6)336(85862) 4 2) (5780) 128(,151.2) 23 (/366) 180(4520) 35 ::0)23) -:::(1) 41 (1041.4)256(3477.0) 45(11430)236(72390) 50(1270.0)312(524.8) 54(1371.6)337 :::18) 57(1447.8)361(9188.4) 5 23 (584.2) 142(3606.8) 32 (8128)271(5105.4) 33 (956)245(6230) 45(11430)284(2136) 51 (12954) 318(80772) 56(1337.0)348(83078.2) co(1524.0)376(9a"U.4) 64(16756)402(102108) U.S customary units in this doament are the standard;the nrdric uiits are provided for referenoeonly.lhevalu statedineach systema-erntexactegivAerts. NIBODINC WCRDFEACCUARTES• 1516 MICCUEBLEY St• Bi<HARr,IN46516-4740• LEA. FH 1.800.234.0227 El T1IH SERA C1 A-t 1.:::.446.4226• FAX 1.800.234.0557• INiB A11CNALSBFMCE R-t+1.574.295.3221• FAx+1.574.295.3455 www.niboaaom NIBCO www.nibco.com AHEAD OF THE FLOW- Ibvision 5/14/02 Qopper Water Tube continued 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 oopper tube,no al l owance 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 I i nes from a well to a purrp where the norri nal di arresters specified by the purrp manufacturer mast be adhered to strictly. Water mod ng through any pipe line encounters resistance by friction.The resistance is i rcrooscd by bends and turns in the l i ne,which should be taken into account in carplex 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 mast be taken into consideration in calculating tube sizes to be used for various types of installations. For r,u t average-dm-house installations with water pressures 40 FSI (275.8kPa)and higher, 3/4 copper tube will be apple for main supply lines, and 72"copper tube can be used for risers and brandies to all fixtures.The smaller 3/8"tube is adequate to supply brandies, but with pressures at 40 FS (275.8kPa)and higher,water harrrrterr becaras a concern when the flow is suddenly stopped. APPROXIMATE FRICTION LOSS ALLMAN CES FOR RTTI NGS AND VALVES IN FEE I OF STRAIGHT TUBE wrought-Cbpper Rttirxds Cast Cbpper Allay Fttings and Valves Nord nal 90 45 Tee Tee 90 180 90 45 Tee Tee (Imp. C3obe C33te Tube Elbow Bbow Rn SdeCutlet Bend Bend abow Bbow Rn SdeCutlet Stop Valve Valve (In Inches) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Fed (m) Feet (m) Feet (m) Feet (m) Feet (m) 318 0.5 (0.15) Q5 (0.15) Q5 (0.15) 1 (0.31) 0.5 (0.15) 0.5 (0.15) 1 (0.31) 0.5 (0.15) 0.5 (0.15) 2 (0.61) 9 (7.75) - - - - 1/2 Q5 (0.15) Q5 (0.15) Q5 (0.15) 1 p.31) 0.5 (0.15) 1 (0.31)' 1 p.31) 0.5 (0.15) 0.5 (0.15) 2 (0.61)' 13 (a97)' - - - - 518 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 (0.92) 17 (5.19) - - - - 3r4 1 )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) 3 (0.92) 21 (6.41) - - - - 1 1 p.31) 1 p.31) 0.5 (0.15) 3 (0.92) 2 p.61) 2 p.61) 4 (1.22) 2 0.61) 0.5 (0.15) 5 (1.53)' 30 (9.15)' - - 1 1 (0.31) 11/4 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 p.31) 7 (214) - - 53 (16.17) 1 p.31) 11/2 2 0.61) 2 0.61) 1 D31) 5 (1.53) 2 (0.61) 4 (1.22) 8 (A4) 3 (0.92) 1 (0.31) 9 (275) - - 66 (2113) 2 (0.61) 2 2 p.61) 2 p.61) 1 p.31) 7 (214) 3 (0.92) 8 (244) 11 (336) 5 (1.53) 2 (0.61)I 12 (366) - - 90 (/.45)1 2 p.61) 21/2 2 (0.61) 3 (0.92) 2 (0.61) 9 (275) 4 (1.22) 16 (4.86) 14 (4.27) 8 (244) 2 p61) 16 (4.;;) - - - - 2 p61) 3 3 (o.92) 4 (1.22) - - - - 5 (1.53) 20 (610) 18 (549) 11 p36) 2 (0.61) 20 (610) - - - - 2 (0.61) 31/2 4 (1.22) - - - - - - 7 (214) 24 (7.32) 24 (7.32) 14 (4.27) 2 p.61) 31 (9.46)i - - i - - 2 (0.61) 4 - - - - - - - - 8 (244) 28 (8.54) 28 (8.54) 17 (519) 2 (0.61) 37 (11.29) - - - - 2 p61) 5 - - - - - - - - 10 (305) 37 (11.29) 41 (1251) 22 (671) 2 (0.61) 48 (14.64) - - - - - - 6 - - - - - - - - 13 p97) 47 (1434) 52 (1586) 28 (8.54) 2 p.61) 61 (1561) - - - - - - Notes:This table is based on tests conducted at I-f3rvard rhiv ity(1948). If the type of fitting is net taown-i.e.,whether wrought copper cr cast alloy-use cast copper d lay values far design. U.S.astorrary units i n this docunpnt are the staixlad;the rmtnc snits are provided for reference only.The vel ues stated in each system are rpt exact egivalents. NIBOD INC WORD FECCUARr92S• 1516 MIEO R'ST.• 9J4-lA Rt,IN 465164740• WA• Ai 1.800.234.0227 111-I S9RNACIS Fit 1.x::.446.4226• FAX 1.800.234.0557• IN193NA11CNALSsRACE FR+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.00m NIBCO° www.nibco.corn AHEAD OF THE FLOW T° %vision 5/14/02 COPPER VAh4TER TUBE-I NTERNAL WORKING PRESSURES* ServiceTerrpera ire F((a 100 F(37.8 Q 200 F(93.3 Q 300 F(148.9 c) 400 F(204.4 c) Non1 nal S=6000psi(414 bars) S=4800psi(331 bars) S=4700 psi(324 bars) S=3000 psi(207 bars) Tube Sze (In Inches) Type K Type L Type M Type K Type L Type M Type K Type L Type K Type L Fcr utas 1/4 1210(83.43) 1025(70.67) - - 850(58.61) 700(4827) - - 830(57.23) 693(47.53) 530(3654) 450(31.03) FD 3/8 1275(87.91) 890(61.37) 625(4309) 93)(64.12) 630(4344) 460(31.72) 910(6274) 610(4206) 590(40.68) 403(27.58) tm= 2s+0.8p +C 1/2 1005(65.29) 810(55.85) 560(3661) 730(50.33) 583(39.99) 415(28.61) 720(4864) 570(39.30) 460(31.72) 370(25.51) 5/8 833(5723) 705(4861) - - 600(41.37) 500(34.48) - - 580(39.99) 500(34.48) 380(2620) 333(2275) cr 3/4 950(66.50) 645(44.47) 450(31.03) 703(4827) 470(32.41) 325(22.41) 690(47.58) 460(31.72) 440(30.34) 300(20.69) 2 S tm 1 725(49.99) 550(37.92) 383(26.20) 540(37.23) 400(27.58) 270(1862) 530(46.54) 400(27.58) 340(23.44) 233(17.93) P_ D-0.8tm when CisO 11/4 590(40.63) 495(3413) 375(2586) 440(40.34) 370(2551) 270(1862) 430(2366) 333(24.82) 280(19.31) 230(1586) 11/2 560(37.92) 455(31.37) 370(25.51) 410(28.27) 340(2344) 270(1&62) 400(27.58) 33)(22.75) 260(17.93) 220(1517) tm Mirimm4bewdithidriess 2 485(3344) 405(27.92) 336(2310) 360(24.13) 310(21.37) 240(1655) 345(23.79) 305(a03) 233(1586) 190(1310) P Madmmratedirtend 21/2 450(31.03) 375(2586) 305(21.03) 330(22.75) 275(1896) 720(1517) 320(2206) 270(1862) 210(14.48) 183(1241) 0f� D aitsidedaretercftrbe 3 430(2365) 355(24.48) 280(1931) 320(22.06) 260(17.93) 205(14.13) 315(21.72) 255(17.58) 210(14.48) 170(11.72) s Alloniadestress inmaterial 31/2 410(2827) 340(23.44) 283(19.31) 300(20.69) 250(1724) 200(1379) 300(20.69) 245(16.89) 193(1310) 160(11.03) duetoirterdpressure at 4 400(27.53) 325(22.41) 230(19.31) 295(20.34) 240(1655) 200(1379) 233(20.00) 235(1620) 190(1310) 150(1Q34) int � 5 385(26.56) 300(20.69) 263(17.93) 290(20.00) 220(1517) 190(1310) 280(1931) 215(14.82) 180(1241) 140 (9.66) c sra ha cVotroarceiCn 6 385(26.56) 230(19.31) 240(16.56) 233(19.31) 205(14.13) 183(1241) 283(19.31) 200(1379) 190(1310) 130 (5.96) 8 410(2827) 300(20.69) 255(17.53) 300(20.69) 720(1517) 190(1310) 300(20.69) 215(14. 200(1379) 140 (865) 10 410(18.27) 330(20.69) 256(17.58) 310(21.37) 225(1551) 190(1310) 305(21.03) 220(1517) 200(1379) 150(1034) 12 410(28.27) 230(19.31) 225(15.51) 310(71.37) 210(14.48) 190(1310) 335(a03) 235(14.13) 230(1379) 140 (9.65) "Rifted internal pressing for Cbppe1'Water Timebased onthe strength ofthe tLteacne aid applicable to systems using suitable rrediaiiad joints. Thevalues are based on the formula in theAnsris&Starxlad Qxie, Riva-R pi ng ANSI/ASME B31.1 1992. U.S customary units in this doarrent are the standard;the rretri c units are provided for reference only The values stated in each system are not exact equivalents. NIBODINC WCRDFEACCUARTES• 1516 MICCUEBLEY St• BiHAR1,IN46516-4740• U54• 1.800.234.0227 TECH SBFv1CI Rt 1.x;;.446.4226. 65X 1.800.234.0557• INTERIA11CNALSBFMCE Rt+1.574.295.3221• FAX+1.574.295.3455 vwvw.niboaaom NIBCO www.nibco.com AHEAD OF THE FLOW'' Ibvision5/14/02 1/Z TYPE"K' COPPER TUBE-WATER FLOW AND FRICTION LOSS PER 100 FEET Maxi min OD. = 0.626 inches(15.930mm) Nord nal OD. = 0.6250irde.(15.875nm) MinintrnQD = 0.624 inches(15.850nm) Nord nal I.D. = 0.527irdlea(13.3258nm) NorrinalW -thickness = 0.049 inches(1.245nm) Row Area = 0.2181 sq.inches(140.73sq.nm) I-13zanWilliarrsFcmula CFador = 150 FLEW Q Resare Loss Fhad Loss Udodty RDN,Q Frws re Loss Head Loss Valodty (CSM) 0/100ft) (ft/100ft) (ft./sec) (cu.ar1sec.) (l(Par100m) (0100 m) (m'sec.) 1.00 0.95 222 1.47 63 0.22 222 0.45 1.50 202 4.70 221 95 0.46 4.70 0.67 200 344 8.00 294 126 0.78 8.00 0.90 250 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 2254 1.57 4.00 1240 2586 5.:: 252 2.81 2586 1.79 4.50 15.43 35.88 6.62 284 349 35.:: I_ 202 5.00 18.75 43.61 7.35 315 424 4361 224 5.50 2237 5201 6.09 347 5.06 5201 247 6.00 28.28 61.10 8.83 379 5.95 61.10 269 6.50 3148 70.85 9.56 410 6.90 70.85 291 7.00 34.97 81.26 10.30 442 7.91 81.26 314 7.50 39.73 9232 11.03 473 8.99 9232 336 500 44.78 104.03 11.77 505 10.13 104.03 359 8.50 50.10 116.38 1250 536 11.33 116.38 381 9.00 55.69 129.36 1324 568 1260 129.36 4.03 9.50 61.56 142.97 1397 599 1393 14297 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 17205 4.71 11.00 80.76 187.51 16.18 694 1827 187.51 4.93 11.50 87.69 233.58 16.91 725 1924 203.58 5.16 1200 94.88 210.26 17.65 757 21.46 220.26 5.38 1250 10234 237.54 1539 789 2315 237.54 5.60 13.00 110.05 255.41 19.12 820 24.89 255.41 5.83 1350 11501 273.89 19.86 852 2570 273.89 6.05 14.00 126.23 292.95 20.59 883 28.56 29295 628 1/2"TYPE"L" COPPER TUBE-WATER FLOW AND FRICTION LOSS PER 100 FEET Maxi min OD. = 0.626 inches(15.930 rrm) Norrinal 0D. = 0.6250iIdea(15.875mm) MirrrrmmQD = 0.624 inches(15.850nm) Nord nal I.D. = 0.5450irdre(13.843nm) Nord nalWA!Ili dvress = 0.049 inches(1.245nm) RovArea = 0.2333 sq.inches(150.50sq.nm) I-13zanWilliarrsFcmula CFador = 150 FLON,,Q Rescue Loss Fhad Loss 3kJodty RDN,Q Resare Loss Head Loss Valority (C-FM) 0/100ft) (ft/100ft) (ft./sec) (c.cm'sec.) (lea'100m) (rr100m) (rrYsec.) 1.00 0.81 1.89 1.38 63 0.18 1.89 0.42 1.50 1.71 399 206 95 0.39 399 0.63 200 292 6.80 275 126 0.66 6.80 0.84 250 441 10.27 344 158 1.00 10.27 1.05 300 6.18 14.39 4.13 189 1.40 14.39 1.26 350 8.23 19.14 4.81 221 1.86 19.14 1.47 4.00 10.53 24.51 5.50 252 238 24.51 1.68 4.50 1310 30.47 519 284 296 30.47 1.89 5.00 15.92 37.03 6.:: 315 360 37.03 210 5.50 1900 44.17 7.56 347 4.30 44.17 231 6.00 2232 51.89 825 379 5.05 51.89 252 6.50 25.89 60.17 8.94 410 5.86 60.17 272 7.00 29.70 69.01 9.63 442 6.72 69.01 293 7.50 3374 78.41 10.31 473 7.63 7541 314 8.00 38.03 83.35 11.00 505 8.60 88.35 335 6.50 4255 98.83 11.69 536 9.62 98.83 356 9.00 47.30 109.86 1238 568 10.70 109.86 377 9.50 5228 121.41 13.07 599 11.83 121.41 396 10.00 57.49 133.50 1375 631 1300 133.50 4.19 10.50 62.92 146.11 1444 662 1423 146.11 4.40 11.00 68.59 15924 15.13 694 15.51 159.24 4.61 11.50 74.47 172.89 15.82 725 1625 17289 4.82 1200 80.58 187.05 16.50 757 1823 187.05 5.03 1250 86.91 201.73 17.19 789 19.66 201.73 524 13.00 93.46 216.91 17.;; 820 21.14 216.91 5.45 1350 100.22 232.60 18.57 852 2267 73760 5.66 14.00 1072) 248.78 1925 883 2425 248.78 527 U.S c stcm3ry units in this dam rrol rt are the starxla-d;the rretric units are provided fcr reference only.-The values stated in eadi system are not exact aid vdents. NIBOD INC WCRD FE41X AR192S• 1516 MIECtEIEUWST• ELNiA Rt,IN 465164740• USA• RR 1.800.234.0227 60 1131I S9RNAC6 FH 1.x::.446.4226• MX 1.800.234.0557• IN193s1A11(NALS9RACE RR+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.00m NIBCO° www.nibco.corn AHEAD OF T H E FLOW ' %vision 5/14/02 1/2"TYPE"M" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET MabrrumQD. = 0.626 itte,(15.933rrm) Norrinal OD. = 0.6250 inches(15.875rnn) MinirrumQD. = 0.624inches(15.850rrrn) Nord n4I.D. = 0.5690irhas(14.4526rrm) Noninal)WWII Thidmess = 0.028 ind kb(0.711 mn) Raw Area = 0.2543 sq.ind re.(164.05 sq.mn) F-MMIliarrsForrnda CFatcr = 150 RDN,Q Ressure Loss Fwd Loss \klodty RQN,Q Fressrre Loss Fuad Loss ocity (CFM) (psi/100ft) (ft/100ft) (ftisea) (cu.arisea) (kPa1COm) (0100 m) (msec.) 1.00 0.66 1.53 1.26 63 0.15 1.53 0.38 1.50 1.39 124 1.:.: 95 I 031 324 0.58 2.00 237 5.51 252 126 0.54 551 0.77 2.50 358 833 315 158 0.81 833 0.96 3.0 0 5.01 11.67 379 186 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 1291 30.03 6.31 315 292 30.03 1.92 5.50 15.41 35.82 694 347 348 35.82 212 6.00 18.10 42.07 7.57 379 4.09 4207 231 6.50 20.99 48.79 82) 410 4.75 48.79 250 7.00 24.08 55.96 8.83 442 5.45 55.96 269 7.50 27.36 63.57 9.46 473 819 63.57 288 8.00 30.83 71.64 10.09 505 6.96 71.64 3.08 8.50 34.50 80.14 10.72 536 7.80 80.14 327 9.00 38.35 89.08 11.36 568 868 89.08 346 9.50 4239 96.45 11.99 599 9.56 9845 365 10.00 _ 46.61 10825 1262 631 10.54 10825 385 10.50 51.02 11847 1325 662 11.54 11847 404 11.00 5561 129.12 13:: 694 1258 129.12 4.23 11.50 60.39 140.19 14.51 725 13.66 140.19 442 1200 6534 151.67 15.14 757 14.78 151.67 4.61 12.50 70.47 163.57 15.77 789 15.94 163.57 481 13.00 7578 175.88 16.40 820 17.14 17588 5.00 13.50 81.26 18860 17.03 852 1838 18860 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 FRI CTI ON LOSS PER 100 r±h i MararrumOD. = (1751 Indies, Narinal OD. = 0.75)0 inches(19.050rrm) MinirnrnQD. = 0.749inches(19.025rrrn) Nord n4I.D. = 0.6520 i r albs(16.5608 rrm) NcrrinalWAIThidmess = 0.049indto(1.245nm) Raw Area = 0.3339 sq.indFeb(215.40sq.mn) FfazenWIIIiansFormla CFador = 150 R3JJV,Q Ressure Loss Had Loss \klodty RQN,Q Resale Loss Fuad Loss �Todty (C-FM) (psi/100ft) (ft/1C°ft) (ft./sea) (cu.cm'see) (kP4100m) (n1100m) (msec.) 1.00 0.34 0.79 0.96 63 0.06 0.79 0.29 2.00 1.22 284 1.92 126 0.28 284 0.59 3.00 258 802 2:: 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 6.00 933 21.69 5.77 379 211 21.69 1.76 7.00 1241 28.85 6.73 442 281 2885 205 8.00 15.90 36.93 7.69 505 3.60 36.93 234 9.00 19.77 45.92 865 568 4.47 45.92 264 10.00 24.03 55.81 9.61 631 5.44 55.81 293 11.00 2867 66.57 10.57 694 6.49 65.57 322 1200 3369 78.20 11.53 757 7.62 7820 351 13.00 _ 39.07 90.68 1249 820 884 90.68 381 14.00 44.82 104.00 1345 883 10.14 104.00 410 15.00 50.92 1- 11816 14.41 946 11.52 11816 4.39 16.00 57.39 13314 1537 1009 12.98 133.14 4.69 17.00 64.21 14895 16.34 1072 14.52 14895 4.98 1800 71.38 16E56 17.30 1136 16.15 165.56 5.27 19.00 7889 18296 1826 1199 17.85 18296 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 inthis doamentere the standard;the n ricuiitsarepresidedfor reference Sady.The values stated i n each system are not exact egr.ivderts NIBOINC WCFI D FEACCU RTB25. 1516 MIDUEBU Rf Si.• aW-IARf,IN 46516.4740. 1J54• R-I 1.801.234.0227 61 TICB Rt 1.:::.446.4226• FAX 1.800.234.0557• INTERNAT1CNALSB�v10E Rt+1.574.295.3221• FAX+1.574.295.3455 www.niboaccm NIBCO www.nibco.com AHEAD OF THE FLOW'' Ibvision5/14/02 5/8"TYPE"L" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET Maxim/nQD = 0.751 ii die.(19.075rrm) Norrinal QD = 0.7500irxiie(19.050rrm) Mini mmOD. = 0.749 inches(19.025nm) NorrinalI.D. = 0.6E60irdra(16.9164rrrn) Nominal WA!11idviecs = 0.042 inches(1.067 rrm) Rae Area = 0.3484 sq.inches(224.75sq.rrm) I-iWiIIiarrsFormals CFador = 150 FLOW,Q Ftessrre Loss Fwd Loss Udodty EON,Q Ftessrre Loss Bead Loss M xity (GM) 0/100ft) (ft/100ft) (ftisec) (cu.ar1sec) (litPar100m) (0100m) (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 3.00 233 5.43 276 189 0.53 5.43 0.84 4.00 3.97 9.24 3.66 252 0.90 9.24 1.12 5.00 6.00 13.96 4.60 315 1.36 1396 1.40 6.00 8.41 19.56 553 379 1.90 19.56 1.68 7.00 11.20 2602 6.45 442 2.53 26.02 1.96 8.00 14.34 3331 7.37 505 324 33.31 2.25 9.00 17.83 41.41 829 568 4.03 41.41 253 10.00 21.67 50.33 921 631 4.90 50.33 2.81 11.00 25.86 60.03 10.13 694 5.85 60.03 309 12.00 3138 70.52 11.05 757 6.87 70.52 337 13.00 35.23 81.77 11.97 820 7.97 81.77 365 14.00 40.41 93.79 12.:! 883 9.14 9379 393 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 1310 134.32 4.77 18.00 64.37 149.30 16.58 1136 14.56 149.30 5.05 19.00 71.15 165.01 175) 1199 16.09 165.01 533 20.00 78.24 181.43 18.42 1232 17.70 181.43 5.61 21.00 85.64 196.57 19.34 1325 19.37 198.57 5.89 22.03 93.34 216.42 20.26 1388 21.11 216.42 6.18 3/4"TYPE"K' COPPER TUBE-WATER FLOW AND FR CTI ON LOSS PER 100 FEET Maxi ni.nQD. = 0.876irxhes(22.250rrm) NorrinalQD. = 0.8750 inches(22.225 rrm) MininumQS = 0.874irxhes(22.200nm) NorrinalI.n = 0.7450 inches(18.923 rrm) Nom nal WA!-thickness = 0.065irrdies(1.651 rrm) Raw Area = 0.4359 sq.it'd its(281.24sq.r m) FtoanWIliarrsFormula CFactor = 150 FLCW,,Q Ftesare Loss Head Loss Malodty FLr0N,Q Ftessrre Loss Head Lass I Udodty (GFM) 0/100ft) (ft/100ft) (ft./sec) (c.arr'sec.) (Id'ar100m) (0100 m) (msec) 200 0.64 1.49 1.47 126 0.14 1.49 0.45 4.00 23) 5.35 294 252 0.52 5.35 0.90 6.00 4.:: 11.34 4.42 379 1.10 11.34 1.35 6(X) 8.31 19.30 5.89 505 1.88 193) 1.79 10.00 1256 29.17 7.36 631 2.84 29.17 224 1200 17.61 40.87 683 757 3.98 40.87 269 14.00 2342 54.36 10.30 883 5.30 54.36 314 16.03 30.00 69.59 11.78 1009 6.79 69.59 359 18.00 37.31 86.54 1325 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 1224 125.44 4.94 24.00 63.56 147.34 17.66 1514 14.38 147.34 538 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 22265 6.73 U.S.custoraryunitsinthisdocurrent a rethestandard;then tricunitsareprovidedfc reference only.The val ues stated in each systemare not exact egtivalerrts. 62 NIBOD INC WORD FECCUARR32S• 1516 MI�A�'ST• ELNiA Rt,IN 465164740• USA• N 1.800.234.0227 1SCH S9RAC6 FR 1.:1:.446.4226• FAX 1.800.234.0557• IN193s1A11CNALS9RACER-t+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.00m NIBCO° www.nibco.corn AHEAD OF THE FLOW- %vision 5/14/02 3/4"TYPE"L" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET MadrrumQD. = 0.876 itduo(22250run) Norrinal0D. = 0.8750 inches(22225 rrm) MinirrumQD. = 0.874Ind es(22200rrm) Nonin4I.D. = 0.7850irdies(19.939mn) Noninal Wall Thidmess = 0.045irrdkb(1.143nm) Raw Area = 0.4840 sq.lid kb(31225sq.mn) FfaarnWilliam Fc'mla CFadcr = 150 FLAN,Q Ressure Loss Ind Loss \klodty RON,Q Ressre Loss Fuad Loss \Alodty (CFM) (psi/100ft) (ft/100ft) (ftisea) (cu.arlsea) (kPar100m) (0100 m) (msec) 2.00 0.4944 1.1517 1.3258 126.17 0.1118 1.1517 0.4041 403 1.7846 4.1519 2.6516 252.35 0.4037 41519 0.8082 6.03 3.7815 87905 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 226169 6.6290 630.87 22031 226169 20205 12.00 136513 31.68.96 7.9548 757.04 3.0868 31.6396 24246 14.00 18.1618 421472 9.2806 883.21 4.1083 421472 28287 16.00 23.2573 53.9578 10.6064 1009.39 5.2610 53.9578 32328 18.00 28.9264 1- 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 40411 2200 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 1142412 48493 26.00 57.1557 1324747 17.2354 1640.25 12.9290 1324747 5.2534 28.00 65.5641 151.9408 18.5613 176643 148311 151.9408 5.6575 30.00 74.5002 1725261 19.8871 189260 16.8525 1726261 6.0616 3/4"TYPE"M" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET Mabnum QD. = 0.876irchez,(22253rrm) Ncrrin1OD. = 0.8750irthe.(22225rrm) MinirrumQD. = 0.874 inches(22200 rrm) Noninal ID. = 0.8110 irdies(20.5994mn) Nonind Wall Thickness = 0.032lid kb(0.813nm) Raw Area = 0.5156 N.Ind kb(333.27N.nm) Hazen WIIIierrs Famla CFactcr = 150 RON,Q Ressure Loss Ind Loss \klodty RON,Q Resare Loss Fuad Loss \Alodty (CFM) (psi/100ft) (ft/100ft) (ft./sec.) (cu.an'sea) (Id9s1100m) (m100 m) (msec) 2.00 0.42 0.93 124 126 0.10 0.93 0.38 403 1.52 354 248 252 0.34 354 0.76 6.00 3.23 7.50 373 379 0.73 7.50 1.14 8.00 5.50 1277 497 505 124 1277 1.51 10.00 8.31 19.30 6.21 631 1.88 19.30 1.89 1200 11.65 27.04 7.45 757 264 27.04 227 14.00 1550 35.97 570 883 3.51 35.97 265 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 1242 1252 6.79 69.58 379 2200 35.80 83.00 13.66 1388 8.10 83.03 4.16 24.00 4206 97.49 14.91 1514 9.51 97.49 454 26.00 48.78 113.05 16.15 1640 11.03 113.05 4.92 28.00 55.95 129.66 17.39 1766 12.66 129.86 5.30 30.00 63.58 147.32 18.63 1893 14.38 147.32 5.68 U.S.customary units in this cban ent are the standard;the rretricults are provided for refererc only.The values stated in each system are not exact equivalents NIBODINC WCRDFEACCUARTES• 1516MICCLIEBUFR'ST• ELKHART,IN46516-4740. 1154• Rt 1.800.234.0227 T5J-I SERAC6 Rt 1.x::.446.4226• FAX 1.811234.0557• INERIA11CNALSB9v10E Rt+1.574.295.3221• FAX+1.574.295.3455 63 www.niboaccm NIBCO www.nibco.com AHEAD OF THE FLOW'' Ibvision5/14/02 1"TYPE"K' COPPER TUBE-WATER FLOW AND FRICTION LOSS PER 100 rt t i Maxi nunQD. = 1.1265 inches(28.613 rrm) NorrinalQD = 1.1250iri (28.575rrm) Mini min OD. = 1.1235 inches(28.537nm) Norrinall.D. = 0.9850irdxa(25.273nm) Nominal WA!11ickness = 0.0650inches(1.651am) Fav Area = 0./rrbsq.inches(501.65 sq.nm) I-nWiIIiarrsFomula CF3ctor = 150 FLOW,Q Ftessrre Loss Fwd Loss Udodty FDN,Q Ftessrre Loss Head Loss Modty (GM) 0/100ft) (ft/100ft) (ft./sec) (cu.cm'sec) (kPa/100m) (0100m) (msec) 250 024 0.55 1.03 158 0.05 0.55 0.31 5.00 0.85 1.98 206 315 0.19 1.98 0.63 7.50 1.8) 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 20.10 722 1104 1.96 20.10 220 20.00 11.09 25.73 8.25 1262 2.51 25.73 252 22.50 13.80 31.99 9.28 1419 3.12 31.99 283 25.00 16.77 38.88 10.32 1577 379 38.:: 3.14 27.50 20.01 46.37 11.35 1735 4.53 46.37 346 30.00 23.51 54.47 1238 1893 5.32 54.47 377 32.50 27.27 63.17 13.41 2050 6.17 63.17 4.09 36.00 31.28 7245 14.44 2208 7.08 7245 4.40 37.50 35.54 8231 15.47 2366 8.04 8231 4.72 40.00 40.05 9275 16.50 2523 9.06 9275 5.03 42.50 44.81 103.76 17.54 2681 1614 103.76 534 45.00 49.81 115.33 1857 2839 11.27 115.33 5.66 47.50 55.06 127.47 19.60 2997 1246 127.47 5.97 5100 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 6.8()0 56.00 7224 167.18 22.69 3470 16.34 167.18 6.92 1"TYPE"L" COPPER TUBE-WATER FLOW AND FRICTION LOSS PER 100 FEET Maxi mmQD. = 1.1265iozhus(28.613nm) Noninal QD. = 1.1250indies(28.575nm) MininumQD = 1.1235inchm(28.537nm) Nord nell.D = 1.0250 inches(26.035 rrm) Near nal WA!1Iidness = 0.0500irid ru(1.270mn) Fav Area = 0.8252 sq.it'd ita(532.36sq.am) HeeanWIliarrsFormula CFactor = 150 FDN,Q Ftesare Loss Head Loss Velocity R_CW,Q Ftessre Loss Head Lass Udodty (G l) 0/100 ft) (ft/100ft) (ft./sec.) (cu.arrsee.) (I4'ar100m) (m'100m) (msec) 250 0.20 048 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 1.56 363 292 473 0.35 363 689 10.00 266 6.18 389 631 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 13.06 5.83 946 1.27 13.08 1.78 17.50 7.50 17.39 6.80 1104 1.70 17.39 207 2100 9.8) 2227 7.78 1252 217 2227 237 22.50 11.94 27.69 8.75 1419 270 27.69 267 25.00 14.52 33.65 9.72 1577 3.28 33.66 296 27.50 17.32 40.13 10.69 1735 392 40.13 3.26 30.00 2035 47.14 11.66 1893 4.60 47.14 3.56 32.50 23.60 54.67 1264 2050 5.34 54.67 3.85 35.00 27.07 6270 13.61 2208 6.12 6270 4.15 37.50 30.76 7124 14.58 2366 6.96 7124 4.44 40.00 34.66 80.27 15.55 2523 7.84 8127 4.74 42.50 38.78 89.80 16.52 2681 877 89.80 5.04 45.00 43.11 99.81 17.50 2839 9.75 99.81 533 47.50 47.65 110.31 18.47 2987 10.78 110.31 5.63 8100 5240 121.29 19.44 3154 11.8.5 121.29 5.93 52.50 57.36 132.75 20.41 3312 1297 13275 622 56.00 6252 144.68 21.38 3470 14.14 144.68 652 U.S.custcrray units in this dccurvent a rethestarxlard;then tricunitsareprovidedfa reference only.The val ues stated in each systemare not exact egcivalerrts. NIBOD INC WORD FE41XU4RTEFS• 1516 MIEUERWST.• BJ4-lA Rt,IN 465164740• USA• N 1.60234.0227 64 TSCH S9RAC6 Ai 1.:::.446.4226• F4X 1.800.234.0557• IN193s1A11CNALSERACE FR+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.com NIBCO° www.nibco.corn AHEAD OF THE FLOW- %vision 5/14/02 1"TYPE"M" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET Mabnum QD. = 1.1265 inches(28613rrm) Norrinal OD. = 1.1250inches(28.575um) MinirrumQD. = 1.1235 ind ft.(28.537 rrm) Nonin4I.D. = 1.0558 it Liles(26.797rrm) Noninel WaII Thidmess = 0.0350kid re.(0.889 rrm) RarwArea = 0.8742 sq.irdft.(563.98sq.nm) Hazen Williams Formia CFadcr = 150 FLAN,Q Ressure Loss Fwd Loss Velocity RQN,Q Ressue Loss Fuad Loss \ocity (CRM) (psi/100ft) (ft/100ft) (ft✓sea) (cu.arrsea) (kPa'100m) (0100 m) (n✓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 3.15 275 473 0.31 3.15 0.84 10.00 2.31 5.37 3.67 631 0.52 5.37 1.12 1250 349 &11 4.59 789 0.79 &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 2250 10.38 24.06 826 1419 235 24.C6 252 25.00 1261 29.24 9.18 1577 2.85 29.24 280 27.50 15.05 34.88 10.09 1735 3.40 34.:: 3.08 30.00 17.68 40.97 11.01 1893 4.00 40.97 3.36 3250 20.51 47.51 11.93 2050 4.64 47.51 364 35.00 2352 54.49 12.85 2208 532 54.49 392 37.50 2673 61.91 1376 2366 6.05 61.91 4.19 40.00 3112 69.76 14.68 2523 6.81 69.76 4.47 4250 3370 78.04 15.60 2681 7.62 78.04 4.75 45.00 37.47 86.74 1E52 2839 847 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 1835 3154 10.30 105.41 5.59 5250 49.84 115.37 19.27 3312 _ 11.28 115.37 5.87 55.00 54.33 125.74 20.19 3470 1229 125.74 6.15 1 1/4"TYPE"K" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEE I Maximum QD. = 1.3765 inches(34.933rrm) Ncnin1OD. = 1.6/S0indres(34.925rrm) Mirim,mQD. = 1.3735 inches(34.887rrm) Ncninsi I.D. = 1.2450 inches(31.623mm) Nominal Wall Thickness = 0.0650411ks(1.651 rrm) Row Area = 1.2174 sq.it Lf Ira,(785.41 sq.rrm) Roan William Fcrmla CFada = 150 FLCUV,Q Ressure Loss I Head Loss Veledty FLAN,Q Fhassure Less Head Loss Velocity (GFM1) (pe/100ft) (ft/100ft) (ft./sec.) (alcrdsea) (Ida'100m) (0100 m) (m'sec.) 5.00 0.29 0.67 1.32 315 0.06 0.67 0.40 10.00 1.03 240 264 631 0.23 240 0.80 15.00 219 5.08 3.95 946 0.49 5.08 1.20 2000 373 8.65 5.27 1262 0.84 8.65 1.61 25.00 5.64 13.06 6.59 1577 1.27 13.06 201 30.00 7.90 18.30 7.91 1893 1.79 18.30 241 35.00 10.51 24.34 9.22 2208 2.38 24.34 281 40.00 13.46 31.17 10.54 2523 3.04 31.17 321 45.00 16.74 38.75 11.86 2839 379 3875 361 50.00 20.35 47.09 1318 3154 4.60 47.09 4.02 55.00 24.27 56.18 14.49 3470 5A9 56.18 4.42 60.00 2352 65.99 15.81 3785 6.45 65.99 4.82 65.00 3307 76.52 17.13 4101 7.48 76.52 5.22 70.0037.94 87.76 18.45 4416 858 87.76 5.62 75.00 43.11 99.71 1977 4732 9.75 99.71 6.02 80.00 48.58 11235 21.08 5047 10.99 11235 6.43 U.S customary units in this doa.rrent are the standard;the rretric u1its are praAded far reference only.The values stated in each system are not exact equivalents. NIBOD INC WCRDFEACCUARf6S• 1516MIDUEBURfSi.• BiHAR1IN46516.4740• LEA• FH 1.831234.0227 TECH SERv1C1S Rt 1.:::.446.4226• FAX 1.800.234.0557• INTERIA11CNALSBFMCE Rt+1.574.295.3221• FAX+1.574.295.3455 65 vwvw.niboaccm NIBCO www.nibco.com AHEAD OF THE FLOW- Ievision 5/14/02 1 1/4"TYPE"L" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET Maxi nun QD = 1.3765 inches(34.9E3 rrm) Norrinal CID = 1.375itxi e(34.925r m) Mini rramQD. = 1.3735 inches(34.::7nm) NorrinalI.D. = 1.265 indite(32.131rm) NoninalWall-tickness = 0.0550 inches(1.397nm) RavArea = 1.2568 sq.inches(810.85sq.nem) ItbnWiIIiarrsFomula CFador = 15) RIW Q Ftesare Loss Ftbad Loss Uiodty FLON,,Q Ftessrre Loss Head Loss \Modty (G=M) (pd/100ft) (ft/100ft) (ft./sec) (cu.ar1sec.) (kPar100m) (m'100m) (m'sea) 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 15.00 202 4.70 383 946 0.46 4.70 1.17 20.00 345 8.00 5.11 1262 0.78 8.00 1.56 25.00 522 1209 6.38 1577 1.18 1209 1.95 30.00 7.31 16.94 7.66 1893 1.65 16.94 2.33 35.00 9.73 2253 693 2208 2.20 2253 272 40.00 12.45 28.84 10.21 2523 2.82 28.84 311 45.00 15.49 35.86 11.49 2839 35) 3586 3.50 50.00 18.83 4358 12.76 3154 426 43.58 3.89 56.00 2246 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 70.81 506 70.00 35.11 81.21 17.87 4416 7.94 81.21 845 75.00 39.89 9227 19.15 4732 9.02 9227 5.84 80.00 44.96 103.97 2142 5047 10.17 103.97 622 1 1/4"TYPE"M" COPPER TUBE-WATER FLOW AND FRI CTI CN LOSS PER 100 I-EE I Ma4min QD. = 1.3765 inches(34.9E3 rrm) NoninalOD. = 1.3750 inches(34.925nm) MirrmmQD = 1.3735indies(34.887mm) NcninalIn = 1.2910 inches(32.7914nm) Norrinal VV lIlhidvress = 0.0420 irides(1.067rrm) Rcw Area = 1.3090 sq.'rid rw(844.52sq.nm) HazanWIIiarrsFormala CFactor = 150 FOON,Q FYessure Loss Fi;ad Loss \Modty FLcW,,Q Fresare Loss Head Lass Mel odty (GFM) (psi/100ft) (ft/1COft) (ft./sec) (cu.arrsec.) (kar100m) (m'100m) (msec.) 5.00 024 0.56 1.23 315 0.05 0.56 0.37 10.00 0.87 2.01 245 631 0.20 201 0.75 15.00 1.83 426 3.68 946 0.41 426 1.12 20.00 312 7.25 4.90 1262 0.71 7.25 1.49 25.00 472 10.95 6.13 1577 1.07 10.95 1.87 30.00 6.62 15.34 7.35 1893 1.50 15.34 224 35.00 8.81 20.40 8.58 2208 1.99 2140 2.61 40.00 1123 26.12 9.80 2523 2.55 26.12 299 45.00 14.03 32.48 11.03 2839 317 3248 3.36 50.00 17.05 39.47 12.25 3154 3.86 39.47 374 55.00 20.34 47.08 1348 3470 4.60 47.06 411 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 7356 523 75.00 36.13 83.57 18.38 4732 8.17 83.57 5.60 80.00 40.72 94.17 19.61 5)47 9.21 94.17 5.98 US.astomary wits in this docurent are the staxiard;the metric nits are provided for reference only.The values stated in each systema not exact egr.ivalents. NIBOD INC WCRD FENXUARTEFS• 1516 MIECtERAi'ST.• ELKliA Rt,IN 46516-4740• USA• FR 1.800.234.0227 66 11311 S5Rv1C6 Ai 1.x::.446.4226• FAX 1.800.234.0557• IN193s1A11CNALS9RACE R4+1.574.295.3221• FAX+1.574.295.3455 www.rrboo.com NIBCO° www.nibco.corn AHEAD OF THE FLOW ' %vision 5/14/02 1 1/2"TYPE"K' COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET Mad(rum OD. = 1.6270 it die.(41.326 run) Noninal OD. = 1.6250 inches(41.275 rrm) MinirrumOD. = 1.6230 irdes(41.224mn) Nord n4ID. = 1.4810irdies(38.227mn) NominalWall-Thidvress = 0.0720irdre.(1.829rrm) Ron/Area = 1.ill/sq.indka(1111.39Sq.rrm) limen WilliarsFcmla CFador = 150 FLAN,Q Ressure Loss Itbad Loss Velodty RON,Q R'esare Loss Fuad Loss ocity ((TM) (psi/100ft) (ft/100ft) (ft✓sea) (cu.arisea) (I(Par100m) (0100 m) (n15ec.) 5.00 a12 023 0.93 315 0.03 023 0.28 10.00 0.44 1.03 1.85 631 0.10 1.03 0.57 15.00 0.94 218 279 946 021 218 0.85 20.00 1.60 372 372 1252 0.36 3.72 1.14 25.00 242 561 4.66 1577 0.56 561 1.42 30.00 339 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 1339 2.27 45.00 7.19 16.65 8.38 2839 1.63 16.65 255 50.00 &74 20.24 9.31 3154 1.98 20.24 284 55.00 10.43 24.14 1024 3470 236 24.14 312 60.00 1226 28.36 11.17 3785 277 2836 341 65.00 14.21 3288 1211 4101 322 3288 3.69 70.00 16.30 37.72 1304 4416 3.6.9 37.72 3.97 75.00 18.53 4285 1397 4732 4.19 4285 4.26 80.00 2E88 48.28 14.90 5047 4.72 4828 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 _ 23.70 66.35 17.69 5993 6.49 66.35 5.39 100.00 31.56 72.96 18.62 6309 7.14 7296 5.68 105.00 34.56 79.85 19.56 6624 7.82 79.85 5.96 110.00 37.66 87.03 20.49 6940 852 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 r±L i MadrrumOD. = 1.6270 it die.(41.326 rrm) Norrinal OD. = 1.6250 inches(41.275nm) Minim.mQD. = 1.6230 irdes(41.224rrm) Nord n4ID. = 1.5050iralbs(37.6174rm1) NoninalVI11dmess = 0.0600irdie.(1.524nm) Row Area = 1.7789 sq.irdit.(1147.71sq.nm) FbeenWilier-re Formla CFactcr = 150 RDA Q Ressrre Loss Itbad Loss \klodty FLON,Q Ressrre Loss Fuad Loss \Malty (8M) (psi/100ft) (ft/100ft) (ftisea) (cu.arisec) (led 1E0 m) (m100 m) (msec.) 5.00 all 0.26 0.93 315 0.03 0.26 0.27 10.00 0.41 (195 1.80 631 0.09 (195 (155 15.00 0.87 2Cl2 271 946 0.20 202 0.82 20.00 1.48 344 361 1252 0.34 3.44 1.10 25.00 224 519 4.51 1577 (151 519 1.37 30.00 314 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 12.39 721 2523 121 1239 220 45.00 6.65 15.40 312 2839 1.50 15.40 247 50.00 809 18.72 9.02 3154 1.83 1872 275 55.00 9.65 2232 9.92 3470 218 2232 3.02 60.00 11.33 26.22 10.82 3786 256 26.22 3.30 65.00 1314 3141 11.72 4101 297 39.41 357 70.00 15.06 34.88 1262 4416 3.41 34.88 3.85 75.00 17.13 39.63 1353 4732 388 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 1623 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 723 73.84 5.77 110.00 34.82 80.48 1924 6940 7.88 80.48 6.05 115.00 37.81 87.38 2E74 7255 8.56 87.38 6.32 US custonrayunitsinthisdoarrentarethestandard;therretricunitsareprovidedfar reference only The values stated in each system are not exact equivalents. NIBOJINC WCRDFEADCUARTES• 1516MIDDtJSURfSt• a11-IAR1-,IN46516-4740• U54• R-11.800.234.0227 67 TECH SB MCLS Rt 1.x;;.446.4226• FAX 1.81234.0557• IN1B-3yA11CNALSB�v10E Rt+1.574.295.3221• FAX+1.574.295.3455 www.riboaccm NIBCO www.nibco.com AHEAD OF THE FLOW' Ievison5/14/02 1 1/2"TYPE"M" COPPER TUBE-WATER FLOW AND FRICTION LOSS PER 100 F±L i Marini-n(D. = 1.6270 inches(41.326mm) Nord red CD. = 1.6250 int)le,(41.275mm) MirrmmQD. = 1.6230 inches(41.224rrm) Nord rEd I.D. = 1.5270irrcfxa(38.7858rrm) Nominal Wal I lhidaiess = 0.0490 i nches(1.2446 nm) Rav Area = 1.8313 sq.i niies(1181.50 sq.rrm) IReaaiWilliarrsFanula CFador = 150 RDA,Q Resare Loss Ftbad Loss Uiodty RDN,Q Ftessrre Loss Head Loss Velocity (G=M) 0/100ft) (ft/100ft) (ft./sec.) (cu.ar1sec.) (kPar100m) (m'100m) (m'sea) 5.00 0.11 0.25 0.:: 315 0D2 0.25 0.27 10.00 0.38 0.89 1.75 631 0.09 0.89 0.53 15.00 0.81 1.88 263 946 0.18 1.:: 0.80 20.00 1.38 3.20 3.50 1262 0.31 3.20 1.07 25.00 209 4.84 4.38 1577 0.47 4.84 1.33 30.00 293 6.78 5.26 1893 0.66 6.78 1.60 35.00 389 9D2 6.13 2208 0.88 9.02 1.87 40.00 4.98 11.54 7.01 2523 1.13 11.54 2.14 45.00 620 14.35 7.:: 2839 1.40 14.35 240 50.00 7.53 17.44 8.76 3154 1.70 17.44 2.67 56.00 8.99 20.80 9.64 3470 2.03 20.80 294 60.00 10.56 24.44 10.51 3785 239 24.44 3.20 65.00 1225 28.34 11.39 4101 277 28.34 347 70.00 14.05 32.50 12.26 4416 318 3250 374 75.00 15.96 36.92 1314 4732 361 36.92 4.00 80.00 17.99 41.61 14.02 5047 407 41.61 4.27 85.00 20.13 46.56 14.89 5362 4.55 46.56 4.54 90.00 2238 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 6287 17.52 6309 6.15 6287 534 105.00 29.77 68.81 18.40 6524 6.73 63.81 5.61 110.00 3245 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 F±E I Maxi mmQD = 2.1270 inches(54.026 rrm) Nominal OD. = 2.1250it i ie.(53.975 rrm) MirimrnQD = 2.1230 inches(53.924rrm) Normal I.D. = 1.9590itdiet,09.7586 rrm) Noninal WA lhidmess = 0.0830 inches(2.1032 rrm) Row Area = 30141 sq.inches(1944.58 sq.rrm) FfaaenWIIierrs Fomtila CFada = 150 FLAN,Q Resare Loss Egad Loss Udocity RDN,Q Resare Loss Head Loss Velocity (C-FM) 0/100ft) (ft/100ft) (ft./sec) (cu.ar✓sec.) (lea,100m) (0100 m) (m'sec.) 10 0.11 0.26 1.06 631 0.13 0.26 0.32 2) 0.41 0.95 213 1262 0.09 0.95 0.65 30 0.87 202 319 1893 0.20 202 0.97 40 1.48 343 4.26 2523 0.34 343 1.30 50 224 5.19 5.32 3154 0.51 5.19 1.62 60 314 7.27 639 3785 0.71 7.27 1.95 70 4.18 9.67 7.45 4416 0.95 9.67 227 80 535 12.38 852 5047 1.21 1238 260 90 6.66 1539 9.58 5678 1.51 1539 292 100 8.09 18.71 10.64 6309 1.83 18.71 324 110 9.66 2232 11.71 6940 218 2232 357 120 1134 26.21 1277 7570 257 26.21 389 130 1316 30.40 1384 8201 298 30.40 4.22 140 15.09 34.86 14.90 8832 341 34.86 454 150 17.15 39.61 15.97 9463 388 39.61 4.87 160 1933 44.63 17.03 10094 437 44.63 519 170 21.62 49.93 18.10 10725 4.89 49.93 5.52 180 2404 55.50 19.16 11356 5.44 55.50 5.84 190 2E57 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 US.astarary wits in this docurent are the staxiard;the metric nits are provided for reference only.The values stated in each system we not exact egr.ivalents. NIBOD INC WORD FENXUARTEFS• 1516 MIECtEIEUW ST.• 9J4-IARC,IN 465164740• USA• N 1.800.234.0227 68 1EHS9RNAC6FFt 1.:::.446.4226• FAX 1.800.234.0557• IN193s1A11CNALSERACEFR+1.574.295.3221• FAX+1.574.295.3455 www.rrboaozm NIBCO° www.nibco.corn AHEAD OF THE FLOW %vision 5/14/02 2"TYPE"L" COPPER TUBE-WATER FLOW AND FRI CTI ON LOSS PER 100 FEET MadrrumQD. = 21270inches(54.0266run) Nord nal CID. = 21253iI the.(53.975nm) MinirrumQD. = 21230inti ka(53.924mn) Nominal ID. = 1.9850 irtihes(50.419rrm) Normal\Nal Thidviess = 0.0700 kid re.(1.778 nm) RON Area = 3.0946 sq.it id ka(1996.54 sq.rrm) F 1MIIiarrsFarmla CFador = 150 FLAN,Q Pressure Loss Fwd Loss Velocity RON,Q Ressrre Loss Fuad Loss ocity (GFM) (psi/100ft) (ft/100ft) (ftisea) (cu.cm'sea) (I(Pai100m) (0100 m) (msec) 10 0.11 0.25 1.04 631 0.02 0.25 032 20 039 0.89 207 1262 0.09 0.:s 0.63 30 0.82 1.89 3.11 1893 0.18 1.89 0.95 40 1.39 322 4.15 2523 631 322 1.26 50 210 4.87 518 3154 0.48 4.87 1.58 60 2.95 6.82 6.22 3785 0.67 6.82 1.90 70 _ 392 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 90 624 1- 14.44 9.33 5678 1.41 14.44 2.84 100 7.59 17.55 1037 6309 1.72 17.55 3.16 110 9.06 20.93 11.40 6940 205 20.93 348 120 10.64 24.58 12.44 7570 2.41 24.58 379 130 1234 28.51 1348 8201 279 2351 4.11 140 14.15 32.70 14.51 8832 3.20 3270 4.42 150 16.08 37.15 15.55 9463 3.64 37.15 4.74 160 1313 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 2254 52.05 1366 11356 5.10 5205 5.69 19) 24.92 57.53 19.70 11986 5.64 57.53 6.00 230 27.40 63.25 20.73 12617 6.20 6325 6.32 2"TYPE"M" COPPER TUBE-WATER FLOW AND FR CTI ON LOSS PER 100 FEET MairrumQD. = 21270 inches(54.026nm) NcrinalOD. = 21250 inches(53.975nm) MirtinumQD. = 21230 inches Nonirrx I.D. = 20090inches(51.0286nm) Nonir>al Wall Thickness = 0.0580 it i (1.4732rrm) RONArea = 3.1699sq.inches(2015.11 sq.rrm) Fin Williams Formula CFadcr = 150 FLON,Q Pressure Loss Head Lots Melodty FLOAW,Q Pressure Loss Head Loss Melodty (C4:tvl) (psi/100ft) (ft/100ft) (ftfsea) (cu.on'sea) (I(Pai100m) (0100 m) (m'sec.) 10 0.10 0.23 1.01 631 0.82 0.23 0.31 20 0.36 0.84 202 1262 0.08 0.84 0.62 30 0.77 1.78 3.04 1893 0.17 1.78 0.93 40 131 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 60 278 6.43 607 3785 0.63 6.43 1.85 70 3.70 655 7.08 4416 0.84 655 216 80 4.74 10.95 8.10 5047 1.07 10.95 247 90 5.89 1362 9.11 5678 1.33 1362 278 100 7.16 16.55 10.12 6309 1.62 16.55 3.08 110 354 19.74 11.13 6940 1.93 19.74 3.39 120 10.03 23.19 1215 1510 227 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 3.82 30.84 4.32 150 15.17 35.04 15.18 9463 343 35.04 4.63 160 17.10 39.48 16.19 10094 3.87 39.48 4.94 170 19.13 44.17 1721 10725 4.33 44.17 524 18) 21.26 49.09 1822 11356 4.81 49.09 5.55 190 2350 54.26 1923 11986 5.32 54.26 586 230 2584 59.66 2)24 12617 5.86 59.66 6.17 U.S arstarery units in this doarrent are the standard;the n etri c units are provided for reference only The values stated in each system are not exact equivalents. NIBOD INC WORD FEAD(]14RTBS• 1516 MIDDIBU tf St• aW-1ARI',IN 46516.4740• U54• R-t 1.800.234.0227 TH}i SBRv1C>S At 1.:::.446.4226• FAX 1.83(1234.0557• INTB-3xAT1cNALSBRv10E Rt+1.574.295.3221• FAX+1.574.295.3455 69 www.niboaccm NIBCO www.nibco.com AHEAD OF THE FLOW- Ibvison 5/14/02 a)picer Water Tube continued CPER TUBE—TYPES,STANDARDS,APPLICATIONS,TEMPERS AND LENGTHS Dora erdallyAvailableLengths Tube Type OdorCbde Stardard Application Noninal orStandard Szs Dawn 'kneeled TypeK C3een ASTM B88 Domestic Water ServiceDistribution Straight Lengths: 1/4-inch to 8-inch 20ft.(6.1m) 20ft.(6.1m) FreRotedion 10-inch 18ft.(5.5m) 18ft.(5.5m) Solar 12-inch 12ft.(3.7m) 12ft.(3.7m) Fuel/Fuel al (oils: 1/4-inch to 1-inch — 60ft.(18.3m) 100 ft.(30.5m) Snow Melting 11/4-inch&11/2-inch — 60ft.(18.3m) 2-inch — 40 ft.(12.2m) 45 ft.(13.7m) Type Bue ASTMB88 Domes tic Water ServiceDistributicn Straight Lengths: 1/4-inch to 10-inch 20ft.(6.1m) 20ft.(6.1m) FreRotection 12-inch 18ft.(5.5m) 18ft.(5.5m) Solar Fuel/Fuel 01 Natural Gas (oils: 1/4-inch to 1-inch — 60ft.(18.3m) LiquifiedFT;trdeum(L)Gas — 100ft.(30.5m) IM/AC 11/4-inch&11/2-inch — 60ft.(18.3m) Snow Melting 2-inch — 40ft.(12.2m) 45 ft.(13.7m) TypeM Fad ASTMB88 DorresticWater ServiceDistributicn Straight Lengths 1/4-inch to 12-inch 20ft.(6.1m) N/A Fre Rotedion Solar Fuel/Fuel 01 I-/AC Snow Melting CNV/ Yellow ASTM B306 Drain Straight Lengths: 11/4-inch to 8-inch 20ft.(6.1m) N/A Waste Vent MVAC Solar ACR Bue ASTM 8280 Air 0oncitioning Straight Lengths: 114-inch to 41/8-i nch 20ft.(6.1m) 20ft.(6.1m)' Frigeration Natural Gas Coils: 1/8-inchto15/8-inch — 50ft.(15.3m)' Liquified Petroleum(LF)Cas (ICY TypeK ASTM B819 Medical Cas Straight Lengths: '/4-inchto8-indi 20ft.(6.1m) N/A M® Green O(Y/M® CV/ Type L ACR MED Bue TypeG Yellow ASTM B837 Natural Cas Straight Lengths: 3/8-inch to 11/8-inch 12ft.(3.7m) 12ft.(3.7m)' Liquified Ft trdeum(L)CIs 20ft.(6.1m) 20ft.(aim)' CbiIs: 3/8-inchto7/8-indi — 60ft.(18.3m)' — 100 ft.(30.5m)' 'AAId leasspedal order only. U.S astcrrary wits in this cixuiat are the standard;the naric uiits are provided for refererm only.The values stated in each system ae rxt exact egdval encs. NI60JINC WCRDFFADCUARTBZS• 1516MIDDmRYST.• RJ-tAR1,IN 46516-4740. USA• FI-t 1.800.234.0227 84 TH]-I SERIC6 FH 1.888.446.4226• FAX 1.800.234.0557• IN1B-dsJA11CNALSBR10EF14+1.574.295.3221• FAX+1.574295.3455 www.rtiboo.com NIBCO° www.nibco.corn AHEAD O F THE FLO W" %vision 5/14/02 TI•le Rm Ast dSdehm When adjoining surfaces of Dopper and Dopper al l oys meet under proper conditions of d eanl i nesc and temperature, solder will matte a perfect adhesion.The strength of joint is equal to or even greater than the strength of tube alone. Surface tension seals the joint.Capi l l ary attraction draws solder into,around,and all about the joint.It's easy to Team to make a perfect solder joint when you use NIECO Fittings. WITH 95-5 SOLDER AND INTERMEDIATELY CORROSIVE FLUX 1. at tube end square,ream burr and size. 2. Use sand cloth or steel wire brush to dean tube and cup to a blight metal finish. Mr" 111 jo_A) • 3. Apply solder fl ux to outside of tube and inside of cup 4. Applyflarretothe fittingtoheat tube and solder cup offitting of fitting carefully so that surfaces to be joined are completely until solder melts when placed at joint of tube and fitting. covered.Use fl ux sparingly. 404 i ti *i 1 v41 5. Fernoveflarrleand feed solder into the joint atone or 6. Remove excess solder with asmall brush crwiping doth while two pants until a ring of solder appears at the end of the fitting. the solder is plastic. The correct an unt of solder is approxi rrrately equal to 11/2 the di ameter of the fitting... 3/d"(20mm)sol der for 1/2"fitting,etc. • 111711/ NIBOD INC WCFLD FEACCUARTES• 1516 MICCUEBLRf St• aW-IAR1,IN 46516.4740• U54• R-t 1.800.234.0277 -FEN SBRv1C6 N 1.x;;.446.4226• FAX 1.800.234.0557• INEFNA11CNALSBFMCE R-t+1.574.295.3221• FAX+1.574.295.3455 85 www.niboaaom VER11 CAL MOUNT SAMMYS® siemviyso for V bod installs VER7ICALLYinto the bottom of wood structures easily and quickly! Not less than wood Flooring 2"noninal v idth Product Features 4(11 ), •No pre-drilling required. less than •Quick to install using the Sa "�nNut Driver with an 18V cordless tnm rry ida,ess(2-12-1/2") (depth cr side Mod,lcist drill/driver. INbt f verticalrientxr) _ - - _ - . ______ r r •Saves time from traditional Double Sheetrcdt methods. Favedical use- Ceiling install in center of lacer face. •Reduces installation cost. Ivinirrum 2'enbedrrent into base material far iFPA 13 con:Cance. Composite/Truss •Made in the U.S.A L Consult truss manufacturer for reoanr erxled installation point Fre-cilli be rad for GST �- rT�Y 25380.Tod available on page 10. A _p } 4. Rod Part Screw Ultimate UL Test FM Test Box Case Approvals Model Size Number Descriptions Pullout(Ibs) Load(Ibs) Load(Ibs) Qty Qty 1/4" 8CO2957 GST 100 1/4 x 1" 210(7/15'06B) 25 125 670(3/4"Ply) 1/4" 8003957 GST200 1/4x2' 1760(Fir) 25 125 1/4" 80)4957 (3ST300 1/4x3" 2060(Fr) 25 125 3/8" 8006957 GST.75 1/4x3/4" 564(3/4'Ry) 25 125 Q^ 3/8' 8007957 GST 10 1/4 x 1" 210(7/16'OSB) 3(X) 25 125 670(3/4"Ply) _ 9.=0 3/8" 8008957 GST 20 1/4x2' 1760(Fr) 850 1475 25 125 v 3/8" 8068925 GST20»SS 1/4x2' 1760(Fr) 850 25 125 QL 3/8" 8009925 GST25-380 3/8 x 2-1/2' 2113(Fr) 1500 25 125 Q 3/8" 8010957 GST 30 1/4x3" 2060(Fr) 1500 1475 25 125 #14 Black Nut Driver 3/8" 8069925 GST 30-SS 1/4x3" 2060(Fr) 25 125 Part#8113910 3/8" 8011925 GST 40 1/4x4" 2180(Fr) 25 125 3/8" 8012925 GST 60 1/4x6" 2230(Fr) 25 125 = 1/2' 8013925 GST2 114x2' 1760(Fr) 25 125 1/2' 8014925 GST2.5-380 3/8 x 2-1/2' 2113(Fr) 25 125 1/2' 8015925 GST3 1/4x3" 2275(Fr) 25 125 – 1/2' 8016925 GST4 1/4x4" 2180(Fr) 25 125 1/2' 8017925 GST6 1/4 x 6' 2230(Fr) 25 125 #14 SW Red — Nut Diver Part#8114910 SAIVIVIY Swivel d"for Wxxl Installs VER77CALLYand swivels up to 17° in wood stnactu/ Product Features •Elirrinates distortion of threaded rod. •Saves tirre tan traditional methods. •Accorrrrtodates up to 31/�x 12 pitch roof. •Reduces installation cost. •Allows 17°deflection from vertical. •Made in the USA v Rod Part Screw Ultimate UL Test FM Test Nin Box Case Approvals Size Number Model Descriptions Pullout(lbs) Load(lbs) Load(lbs) Thickness Qty Qty ®® O 30 8139957 SH-GST20 1/4 x 2' 1257(Fr) 1050 1475 25 125 125 1 °`,0 3/8" 8141957 SH-GST 30 114 x 3" 1720(Fr) 1500 1475 25 125 #14 Black Nut Driver v SPECIAL NUT DRIVER SYSTEM:The nut drivers there designed with a unique spin-off feature which provides a fast and safe installation each time.Wien the face of the driver comes into Fart#8113910 contact with the anterial you are instating into,continue drilling until nut driver spins free.Installation is then canplete.Warranty requires the use of the appr opriate nut driver for installations. most the ost up to date information,visit wwwsarmnysuperscrewoom 4 rS MADE PiU.S.A. SAMMYS® HORIZONTAL MOUNT SIDEI MNI - a fa' VitxxI stalls HC Fc1ZCaNTALLYinto the side of vuxo structures easily and quickly! • Not less than 2'nominal width (1-1Product Features 0 /2')up 3-1/2'pipe;not less than •Nb pre-drilling required. _.� .. .««...� 3'(2-1/2')nominal width 4'"&5'pipe ~' Floor Joist ..._ •Quick t0 install using the SafTTTTji Hamm2-1/2'from m3"f for Nut Diver with an18Vcordless branch lines.Mnirmum 3"from @Hr* - bottonfarrainlines.5cception:This drill/driver. 1 +�■ , requirerent shall not apply to 2'a i $ thicker nailing strips resting on top of steel beans. •Saves time from traditional methods. Q•Reduces installation cost. •Made in the U.S.A 0 740 I Composite/Trussi -. Consult truss iraxdadurer fa reoomended installation pant. *Pre-drilling may be required fa MxJd Sv 325-380(tads available an pg 10) CI Rod Part Screw Ultimate UL Test Box Case Approvals Model Size Number Descriptions Pullout(IIx,) Load(Ibs) Qty Qty 0 1/4" 8018957 SNG 100 1/4 x 1" 622(Fr) 25 125 — 1/4" 8019957 SAG 200 1/4 x 2 1725(Fr) 622(Fir) 25 125 0®= 3 8' 8020957 SNAG 10 1/4x 1" 300 25 125 = 3/8 8021957 SNAG 20 1/4 x 2 1725(Ar) 1050 25 125 3/8' 8073925 SW 3 20-SS 1/4 x 7 1725(Fr) 850 25 125 #14 SW Red /, 3/8" 8022925 SWAG 25-380 3B x 2-1/7' 2249(Ar) 1500 25 125 Nut Driver _ 3/8" 8023925 SNAG 30 1/4x3" 1884(Fr) 25 125 Part#8114910 VERTICAL HORIZONTAL L: 1.Insert the appropriate nut driver into a 3r8"or 1/2"portable drill 1.Insert the appropriate nut driver into a 3r8"or 1/2"portable drill. 2 Insert the S4MvIYS into the#14(black)nut driver-(p'n 8113910).Drill 2 Insert the SAIIMIYS into the#14SW(red)nut driver(fin 8114910).Wth drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural n'enter, begin installation. 3.Push the face of the nut driver tight to the member:Wien the nut driver mins freely on the S4Ml4YS,stop drill and remove. 3 Wien the nut driver spins free on the SAMIMS,stop the drill and remove. 4.The SAM/WS is now ready to receive 1/4'3r8' 1/2"or rretric all thread rod,bolt stock(The 1/2"requires the#14SWred nut driver) 4.The unit is now ready to receive 1/4'3r8"ornletric all thread rod or bolt stock Note:Wen installing DSTF1 follow the above instructions, then add retainer nut and torque to 20 foot lbs.fornaxinum Note:When installing SWDI3 follow the above instructions,then add retainer nut pullout in purlin steel. and torque to 20 foot lbs.forrrednum pullout in purlin steel. uml :Fi-1 I.. 1171-kf4)1 1 - vr. • ; 1 wit 7 v, SPECIAL NUT DRIVER SYSTEM:The nut drivers sere designed with a unique spinoff feature Mich provides a fast and safe installation each time.\Men 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. 5 To find a distributor near you,call 800-BUILDIX ® TOLCO www.tolco.com abrand ofNIBCO Revision 5/24/2001 Fig. 98 - Rod Stiffener Size Range — Secures 3/8" thru 7/8" hanger rod --=i Material —Carbon Steelk_ Function — Secures channel to hanger rod for vertical seismic bracing. (-(44-v,.:.„.. Finish — Electro Galvanized N 0(0,,- ..... ollho ! irov, , Note—Available in HDG finish or Stainless Steel materials. ---,. j Order By— Figure number � . I Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in �� Dimensions •Weights 1" increments ``l( � Rod Max. Rec. Load Lbs. Material —Carbon Steel l(((`l �� Size For Service Temps Maximum Temperature—750°F `l((ll �� 650°F 750°F Finish — Plain 3/8 610 540 ``�llh((( �� 1/2 1130 1010 Note—Available in Electro-Galvanized and ((l` �� 5/8 1810 1610 HDG finish or Stainless Steel materials. 3/4 3/4 2710 2420 Order By— Figure number, rod diameter, rod l(� 7/8 3770 3360 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 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 aciIit 1375 arrpscn Ave. Corona,W 92879 Fh: 951.737.5599 Fax 951.73733330 stomer Ser ice 801786.5266 to/co corn ® TOLCO www.tolco.com a brand ofNlBC❑ Revision 5/24/2001 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-171 E, 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 / B �-., ....., trill A Dimensions •Weights Pipe Rod Size Max. Rec. Approx. Size Rod Size '4 B C Load Lbs. Wt./100 1/2 3/8 31/8 23/4 11/2 400 11 3/4 3/8 31/8 25/8 11/4 400 11 1 3/8 31/6 21/2 1 400 12 11/4 3/8 31/4 21/2 1 400 13 11/2 3/8 37/8 3 11/4 400 14 2 3/8 41/2 33/8 11/2 400 15 21/2 3/8* 51/2 43/8 2 600 40 3 1/2 63/8 43/4 2 600 45 31/2 1/2 63/6 41/2 11/2 600 52 4 1/2* 73/8 51/4 2 1250 59 5 5/8 83/8 53/4 2 1250 97 6 5/8 91/2 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. 21/2"CT available with 1/2"thread and 4"CT available with 5/8"thread for Government Specs. ffi ce an fact ring aci I it 1375 Sampson Ave. Cbrona,CA 92879 Fh: 909.737.5599 Fax: 909.737.0330 stomer Ser ice 800.786.5266 89 tol co corn [ICO I Fire & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Identification Signs For Sprinkler Systems and Devices NFPA 13 Signing Requirements GeneralWARNINGS Care and The Identification Signs described Description herein must be installed and main- Maintenance p tained in compliance with this docu- Identification Signs (Ref. Figure 1) are ment, as well as with the applicable The following inspection procedure designed to provide information to the standards of the National Fire Pro- must be performed as indicated,in ad- end user about the sprinkler system tection Association, in addition to the dition to any specific requirements of and its components. They are avail- standards of any other authorities hay- the NFPA, and any impairments must able with a variety of wording combi- ing jurisdiction. Failure to do so may be immediately corrected. nations to meet the signing require- impair the performance of these of NFPA 13. devices. The owner is responsible for the in- mentsThe owner is responsible for maintain- spection, testing, and maintenance of The five basic types of Identificationtheir fire protection system and devic- Signs are as follows: ing their fire protection system and de- es in compliance with this document, vices in proper operating condition. as well as with theapplicable stan- Type A- Control Valve Sign The installing contractor or sprinkler d Type B- Multi-Purpose Text Signs manufacturer should be contacted Associationsof the National 25),Fire in Protectionddi yp p (e.g., NFPA in addition (See Below) with any questions. to the standards of any authority hav- Type D-Fire Alarm Sign ing jurisdiction. The installing contrac- Type E- Hydraulic Calculation Sign Technical tor or product manufacturer should be contacted relative to any questions. Type B- Identification Signs are avail- Data It is recommended that automatic sprin- able with the following text options: kler systems be inspected, tested, and AIR CONTROL Material&Finish maintained by a qualified Inspection 18 gauge aluminum with mylar facing. Service in accordance with local re- AIR LINE quirements and/or national codes. ALARM TEST Width x Height ANTIFREEZE SYSTEM After placing a fire protection system AUXILIARY DRAIN Inches (mm) in service, notify the proper authorities CONTROL VALVE Type A 9 x 7 (229 x 178) and advise those responsible for mon- itoring proprietary and/or central sta- DRAIN Type B 6 x 2 (152 x 51) tion alarms. DRAIN VALVE Type C 734 x 11/4 (197 x 32) INSPECTION PROCEDURE INSPECTORS TEST Type D 9 x 7 (229 x 178) MAIN CONTROL Annual visual inspections are recom- MAIN DRAIN Type E 5 x 7 (127 x 178) mended to ensure that Identification Signs are properly located. 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). Page 1 of 4 AUGUST, 2007 TFP1615 Page 2 of 4 TFP1615 THIS VALVE CONTROLS SUPPLY TO AUTOMATIC SPRINKLERS SPRINKLER FIRE - ALARM • MUST OPEN TMES BEWHEN BELL RINGS TO BE HANDLED ONLY BY AUTHORIZED PERSON OR BY EMPLOYEE CARING FOR SPRINKLER SYSTEM CALL IN CASE OF FIRE DO NOT SHUT VALVE UNTIL FIRE IS ENTIRELY OUT FIRE DEPT OR POLICE WHEN VALVE IS SHUT FOR EMERGENCY-REPAIRS-OR FIRE- NOTIFY: REQUEST DIRECTIONS--RESTORE PROTECTION QUICKLY SIGN- TYPE A, P/N 2300A SIGN- TYPE D RECTANGULAR 6-1/2"X 8-1/2", P/N 2316 OR ROUND 7-1/4"DIAMETER, P/N 2329 • • • HYDRAULIC-SYSTEM • AUXILIARY DRAIN This Building is Protected by a • • Hydraulically Designed Automatic Sprinkler System SIGN- TYPE B, AVAILABLE WITH THE Location FOLLOWING TEXT OPTIONS "AIR CONTROL" P/N2328 No. of Sprinklers "AIR LINE" P/N 2302 "ALARM TEST" P/N 2304A Basis of Design "ANTIFREEZE SYSTEM" P/N 2306 1. DENSITY GPMISO.FT. "AUXILIARY DRAIN" P/N 2307 "CONTROL VALVE" P/N 2310 2. DESIGNED AREA OF DISCHARGE SOFT. "DRAIN" P/N 2311 "DRAIN VALVE" P/N 2327 System Demand "INSPECTORS TEST" P/N 2313 "MAIN CONTROL" P/N 2319 1. WATER FLOW RATE GPM "MAIN DRAIN" P/N 2320 2_ RESiDUAL PRESSURE AT THE P51 BASE OF THE RISER • • SIGN- TYPE E, P/N 2317 FIGURE 1 IDENTIFICATION SIGNS TFP1615 Page 3 of 4 Limited Ordering Warranty Procedure Products manufactured by Tyco Fire Orders must include the description & Building Products (TFBP) are war- and Part Number (P/N). Contact your ranted solely to the original Buyer for local distributor for availability. ten (10)years against defects in mate- rial and workmanship when paid for Hardware for hanging is not sup and properly installed and maintained plied with the Sign. It must be ordered under normal use and service. This separately. warranty will expire ten (10)years from Identification Signs, date of shipment by TFBP. No warran- (Types A,C, D,or E) ty is given for products or components Specify:Type(A, C, D, or E) manufactured by companies not af- Identification Sign, P/N(specify). filiated by ownership with TFBP or for Identification Signs products and components which have (Type B) been subject to misuse, improper in- Specify: Type B Identification Sign in- stallation, corrosion,or which have not scribed (specify,e.g. `AIR CONTROL"), been installed,maintained,modified or P/N(specify). repaired in accordance with applicable Standards of the National Fire Protec- Type A P/N 2300A tion Association, and/or the standards Type D(Round) P/N 2329 of any other Authorities Having Juris- Type D(Rectangle) P/N 2316 diction. Materials found by TFBP to be Type E P/N 2317 defective shall be either repaired or re- placed, at TFBP's sole option. TFBP Type B neither assumes, nor authorizes any "AIR CONTROL" P/N 2328 person to assume for it, any other ob- "AIR LINE" P/N 2302 ligation in connection with the sale of "ALARM TEST" P/N 2304A products or parts of products. TFBP "ANTIFREEZE SYSTEM" P/N 2306 shall not be responsible for sprinkler "AUXILIARY DRAIN" P/N 2307 system design errors or inaccurate or "CONTROL VALVE" P/N 2310 incomplete information supplied by "DRAIN" P/N 2311 Buyer or Buyer's representatives. "DRAIN VALVE" P/N 2327 In no event shall TFBP be liable, in "INSPECTORS TEST" P/N 2313 contract, tort, strict liability or under "MAIN CONTROL' P/N 2319 any other legal theory, for incidental, "MAIN DRAIN" P/N 2320 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. Page 4 of 4 TFP1615 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 tijco Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800)791-5500 Sprinkler Cabinets 3, 6, & 12 Sprinklers, 1/2 or 3/4 Inch NPT 6 ESFR Sprinklers, 3/4 or 1 Inch NPT 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 10- ( - removal and replacement of sprinklers that may have operated or become damaged. Sprinkler Cabinets are manufactured Wrr of heavy gauge steel with knock-outs to accommodate NPT threaded sprin- klers and are painted an attractive red enamel. WARNINGS Technical The Sprinkler Cabinets described here- Data in must be installed and maintained in compliance with this document, as Material well as with the applicable standards Carbon Steel of the National Fire Protection Asso- Weights ciation, in addition to the standards of any other authorities having jurisdic- 3 Sprinkler Cabinet tion. Failure to do so may impair the 1.5 Lbs. (0,68 kg) performance of these devices. 6 Sprinkler Cabinet 4 !I; 2 3 Lbs. (1,04 kg) .;eikyli '14). The owner is responsible for maintain- ,,,4 ►I ing their fire protection system and de- 12 Sprinkler Cabinet , /0-_.0 191011110 4"'" vices in proper operating condition. 4 0 Lbs. (1,81 kg) The installing contractor or sprinkler 6 ESFR Sprinkler Cabinet 'Or manufacturer should be contacted 3 3 Lbs. (1,36 kg) with any questions. `$ N./ Page 1 of 4 AUGUST, 2007 TFP785 Page 2 of 4 TFP785 REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1/2"NPT SPRINKLERS 3/4"NPT SPRINKLERS HINGES _RIM 1 1-5/16" 5-1/4"R 1 (33,3 mm) (133,4 mm) 7-1/4" 1-1/4" DOOR SWING (184,2 mm) (31,8 mm) 5" 1-1/8" 1 I (127,0 mm) (28,6 mm) /II 3-1/4" 2" 2-5/8" 1-3/16" / 2-9/16" (98,4 mm) (50,8 mm) (66,7 mm) (30,2 mm) 1 '/ (65,1 mm) 1 6"(150 mm) j il MINIMUM HOLES FOR CLEARANCE 3/16"(5 mm) - • I 5 SCREWS 1 (127,0 mm) 1-3/4" MIME (25,4 mm) -_�_-- (44,5 mm) SPRINKLER SLOTS FOR WRENCH DOOR 1'(25,4 mm) AND HINGES SHELF STRAP HANGER SHELF NOT SHOWN FIGURE 1 3 SPRINKLER CABINET REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1/2"NPT SPRINKLERS 3/4" NPT SPRINKLERS il 0 ...1_0..) HINGES ;;% ,;1 i % 1 1-5/16" 5-1/4"R 1 (33,3 mm) (133,4 mm) _ 14-1/16" 1-1/4" DOOR SWING (357,2 mm) (31,8 mm) 10-13/16" 1-5/8" ,7 (274,6 mm) --"-1 (41,3 mm) /,' 6"(150 mm) 2" 6" 1-3/16" I2-9/16" 3-1/4" (50,8 mm) y (152,4 mm) y (30,2 mm) CLEARANCEnINIMUM ' / (65,1 mm) (98,4 mm) • 0 I 0 T 5" 11111111111 (25,4 mm) (127,0 mm) 1-3/4" IIIII (44,5 mm) t HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR 3/16"(5 mm) 1"(25,4 mm) AND HINGES SCREWS SHELF STRAP HANGER SHELF NOT SHOWN FIGURE 2 6 SPRINKLER CABINET TFP785 Page 3 of 4 REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1/2" NPT SPRINKLERS 3/4" NPT SPRINKLERS 1 r, 1, i ) i; + 1-1/2" 1; Jr Oji ti ji i� I (38,1 mm) HINGES �- i \_._.,/ t,,/ 1-1/2" 5-1/4"R (38,1 mm) (133,4 mm) _ 14-1/16" _ L 1-1/8" DOOR SWING (357,2 mm) (28,6 mm) ______ 10-13/16" 1-5/8" 7 (274,6 mm) --n-1 (41,3 mm) 6"(150 mm) // 2" 6" 1-3/16" MINIMUM 4-1/8" 3-1/4" (50,8 mm) (152,4 mm) y (30,2 mm) (104,8 mm) (98,4 mm) CLEARANCE �/ 0 I f / 5" _ 1" (127,0 mm) 1-3/4" .�ITII (25,4 mm) -*-`-1'_' (44,5 mm) HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR 3/16"(5 mm) 1"(25,4 mm) AND HINGES SCREWS SHELF STRAP HANGER SHELF NOT SHOWN FIGURE 3 12 SPRINKLER CABINET REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 3/4" NPT SPRINKLERS 1"NPT SPRINKLERS �� '0 v \' \\ , 3 O HINGES 0 d ��'„� \�'I, i\\ 6-7/16"R I , I L 1-9/16" (163,5 mm) f (39,7 mm) DOOR SWING _ 14-1/16" 1-9/16" ---------/ (357,2 mm) (39,7 mm) 10-13/16" 1-5/8" /' (274,6 mm) (41,3 mm) i 7"(180 mm) 2" 6" 1-3/16" _ 3-1/8" (50,8 mm) (152,4 mm) (30,2 mm) CMIINIMUM , (79,4 mm) 1 1 3-13/16" P 0 I t (96,8 mm) 1" 6-3/16" (25,4 mm) (157,2 mm) 2-3/8" MI (60,3 mm) - f HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR 3/16"(5 mm) 1"(25,4 mm) AND HINGES SCREWS SHELF STRAP HANGER SHELF NOT SHOWN FIGURE 4 6 ESFR SPRINKLER CABINET Page 4 of 4 TFP785 Installation Limited Ordering Sprinkler Cabinets are designed with Warranty Procedure two 3/16 Inch (4,7 mm) diameter holes for wall mounting or direct attachment Products manufactured by Tyco Fire When placing an order,indicate the full to the system riser with a strap-type & Building Products (TFBP) are war- product name. Contact your local dis- hanger. The Sprinkler Cabinet should ranted solely to the original Buyer for tributor for availability. be installed at or near the system con- ten (10)years against defects in mate- Sprinkler Cabinet: trol valve and must be stocked with an rial and workmanship when paid for Specify: (Description), P/N (specify). adequate supply of spare sprinklers and properly installed and maintained and a sprinkler wrench. under normal use and service. This 3 Sprinkler Cabinet P/N 1177 warranty will expire ten (10)years from 6 Sprinkler Cabinet P/N 1119 The stock of spare sprinklers should 12 Sprinkler Cabinet P/N 1124 include sprinklers of each type and date of shipment by TFBP. No warran 6 ESFR Sprinkler Cabinet P/N 1111 temperature rating as are installed in ty is given for products or components the sprinkler system, in the following manufactured by companies not of quantities: filiated by ownership with TFBP or for products and components which have Spare been subject to misuse, improper in- Sprinklers In Spstem SpaSdprinklers stallation, corrosion,or which have not been installed,maintained,modified or Under 300 6 repaired in accordance with applicable Standards of the National Fire Protec- 300-1000 12 tion Association, and/or the standards Over 1000 24 of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- The 3, 6, and 12 Sprinkler Cabinets placed, at TFBP's sole option. TFBP are designed to accept both 1/2 &3/4 neither assumes, nor authorizes any Inch NPT threaded sprinklers, where- person to assume for it, any other ob- as the 6 ESFR Sprinkler Cabinets are ligation in connection with the sale of designed to accept both 3/4 & 1 Inch products or parts of products. TFBP NPT threaded sprinklers. As neces- shall not be responsible for sprinkler sary, insert a screwdriver blade from system design errors or inaccurate or the front top of the shelf and under the incomplete information supplied by near bottom part of the knockout an- Buyer or Buyer's representatives. nular ring. Press the screwdriver han- In no event shall TFBP be liable, in dle down to remove the knockout ring. contract, tort, strict liability or under any other legal theory, for incidental, Care and indirect,special or consequential dam- ages, including but not limited to labor Maintenance charges, regardless of whether TFBP was informed about the possibility of The Sprinkler Cabinet, wrench, and such damages, and in no event shall stock of spare sprinklers should be in- TFBP's liability exceed an amount spected at least quarterly. The follow- equal to the sales price. ing items should be checked: The foregoing warranty is made in lieu •The Sprinkler Cabinet should be of any and all other warranties, ex- readily accessible, and not exposed press or implied, including warranties to a corrosive atmosphere or tem- of merchantability and fitness for a peratures in excess of 100°F(38°C). particular purpose. •The stock of spare sprinklers should This limited warranty sets forth the ex- include an adequate number of each clusive remedy for claims based on type and temperature rating. failure of or defect in products, materi- als or components, whether the claim •The stock of sprinklers must be in is made in contract, tort, strict liability good condition. or any other legal theory. •A sprinkler wrench of the appropriate This warranty will apply to the full ex- type must be included in the Sprin- tent permitted by law. The invalidity, kler Cabinet. in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 0 1LE 1-11G1 DSlGN GROUP 5151 Bannock St . \ Denver, CO 80216 303 - 29-1 - 101 3 .. 3 - 383 - 5023 FA� firesprin ler@mh llc . com A FIRE SPRINKLER DESIGN COMPANY