Cooper B-Line Seismic Restraints - Dixie Construction Products

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APPROVED COMPONENTS Bolts and Nuts Included Seismic Approval: Transverse and Longitudinal Bracing of Steel Pipe & Copper Tubing. Bolt Size 'L' Approvals: Complies with Federal Specification WW-H-171E Type 4 and Manufacturers' Standardization Society SP-69 UType 8. C ® Underwriter's Laboratories Listed L US for 3 /4" (20mm) thru 8" (200mm) on Standard Riser Clamp only. LISTED B3373 - Standard Riser Clamp Nominal Design Load Part No. Pipe Size 'L' Bolt Size lbs. kN C U ® L US B3373-1 1" (25) 9 9 /16" (242.9) 3/8"-16 x 1 1 /4" 255 (1.13) B3373-1 1 /4 1 1 /4" (32) 10" (254.0) 3/8"-16 x 1 1 /4" 255 (1.13) B3373-1 1 /2 1 1 /2" (40) 10 1 /4" (260.3) 3/8"-16 x 1 1 /2" 255 (1.13) B3373-2 2" (50) 10 3 /4" (273.0) 3/8"-16 x 1 1 /2" 255 (1.13) B3373-2 1 /2 2 1 /2" (65) 11 1 /4" (285.7) 3/8"-16 x 1 1 /2" 390 (1.73) B3373-3 3" (80) 11 15 /16" (303.2) 3/8"-16 x 1 1 /2" 530 (2.35) B3373-3 1 /2 3 1 /2" (90) 12 3 /8" (314.3) 1/2"-13 x 1 3 /4" 670 (2.98) B3373-4 4" (100) 12 7 /8" (327.0) 1/2"-13 x 1 3 /4" 810 (3.60) B3373-5 5" (125) 14" (355.6) 1/2"-13 x 1 3 /4" 1160 (5.16) B3373-6 6" (150) 15 3 /16" (385.8) 1/2"-13 x 2" 1570 (6.98) B3373-8 8" (200) 17 3 /4" (450.8) 5/8"-11 x 2 1 /2" 2500 (11.12) B3373-10 10" (250) 19 7 /16" (493.7) 5/8"-11 x 2 1 /2" 2500 (11.12) B3373-12 12" (300) 21 11 /16" (550.9) 5/8"-11 x 3" 2700 (12.01) See note D) on page 9 for required tightening torques. B3373CT - Riser Clamp for Copper Tubing Nominal Design Load Part No. Tubing Size 'L' Bolt Size lbs. kN B3373CT- 1 /2 1/2" (15) 8 3 /4" (222.2) 5/16"-18 x 1" 75 (.33) B3373CT- 3 /4 3/4" (20) 9 1 /16" (234.9) 5/16"-18 x 1" 75 (.33) B3373CT-1 1" (25) 9 5 /16" (236.5) 3/8"-16 x 1" 120 (.53) B3373CT-1 1 /4 1 1 /4" (32) 9 5 /8" (244.5) 3/8"-16 x 1" 150 (.67) B3373CT-1 1 /2 1 1 /2" (40) 9 3 /4" (247.6) 3/8"-16 x 1 1 /4" 150 (.67) B3373CT-2 2" (50) 10 7 /16" (265.1) 3/8"-16 x 1 1 /4" 150 (.67) B3373CT-2 1 /2 2 1 /2" (65) 10 15 /16" (277.8) 3/8"-16 x 1 1 /4" 300 (1.33) B3373CT-3 3" (80) 11 7 /16" (290.5) 3/8"-16 x 1 1 /4" 300 (1.33) B3373CT-3 1 /2 3 1 /2" (90) 11 15 /16" (303.2) 3/8"-16 x 1 1 /4" 300 (1.33) B3373CT-4 4" (100) 12 1 /2" (317.5) 1/2"-13 x 1 3 /4" 300 (1.33) See note D) on page 9 for required tightening torques. Finish: For B3373CT is Dura-Copper Epoxy Paint. This non-metallic coating eliminates dissimilar metal contact between the hanger and the copper tubing. COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: 6 - 2 - 06 69 of Raafat S. Aboulhosn Structural Engineer S 3913
APPROVED COMPONENTS Vertical Load Seismic Approval: Attachment of Pipe, Tubing or Conduit to Transverse and Longitudinal Bracing of Pipe or Conduit. Includes Slotted Hex Head Machine Screw and Square Nut F T F L B2000 Series Pipe & Conduit Clamps Bolt Bolt Design Loads * Part No. Size Size Torque Vertical F T F L in. (mm) ft.•lbs. (Nm) lbs. (kN) lbs. (kN) lbs. (kN) B2001 1 /2" (15) 1 /4"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22) EMT Conduit Sizes B2002 3/4" (20) 1/4"-20 6 (8.1) 400 (1.78) 100 (0.44) 75 (0.33) B2003 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) B2004 1 1 /4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67) B2005 1 1 /2" (40) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67) B2006 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) B2008 1/2" (15) 1/44"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22) B2009 3/4" (20) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) B2010 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) Rigid Conduit or Pipe Sizes B2011 1 1 /4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67) B2012 1 1 /2" (40) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67) B2013 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) B2014 2 1 /2" (65) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) B2015 3" (80) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) B2016 3 1 /2" (90) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 200 (0.89) B2017 4" (100) 5 /16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 250 (1.11) B2019 5" (125) 5/16"-18 10 (13.5) 1000 (4.45) 450 (2.00) 250 (1.11) B2020 6" (150) 3 /8"-16 13 (17.6) 1000 (4.45) 450 (2.00) 250 (1.11) B2026 1/2" (15) 1/4"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22) B2028 3 /4" (20) 1 /4"-20 6 (8.1) 400 (1.78) 100 (0.44) 75 (0.33) B2030 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) Copper Tubing Sizes B2032 1 1 /4" (32) 1 /4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67) B2034 1 1 /2" (40) 1/4"-20 6 (8.1) 600 (2.67) 250 (1.11) 150 (0.67) B2038 2" (50) 5 /16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67) B2042 2 1 /2" (65) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) B2046 3" (80) 5 /16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) B2050 3 1 /2" (90) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 200 (0.89) B2054 4" (100) 5 /16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 250 (1.11) F T = Transverse Design Load F L = Longitudinal Design Load * Minimum Safety Factor of 3.0 Design Loads are to be used in orientation as shown for seismic design purposes only. Contact the factory for gravity application design loads. See note D) on page 9 for required tightening torques. COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: Raafat S. Aboulhosn Structural Engineer S 3913 6 - 2 - 06 70 of
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SEISMIC RESTRAINTS Multi-Directiona
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TABLE OF CONTENTS General Informati
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GENERAL INFORMATION I p = Importanc
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GENERAL INFORMATION Cable tray syst
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GENERAL INFORMATION c) Check the re
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GENERAL INFORMATION f) When a flexi
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GENERAL NOTES FOR SEISMIC BRACING G
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SINGLE PIPE/CONDUIT BRACING Single
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SINGLE PIPE BRACING PIPE CLAMP TRAN
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CLEVIS HANGER TRANSVERSE BRACING (F
Page 21 and 22: TRAPEZE BRACING TRAPEZE TRANSVERSE
Page 23 and 24: TRAPEZE BRACING TRAPEZE TRANSVERSE
Page 25 and 26: TRAPEZE BRACING Typical Trapeze ATR
Page 27 and 28: STRUCTURAL ATTACHMENTS ‘T’ Conc
Page 29 and 30: Concrete Attachments Detail 4 Metal
Page 31 and 32: Concrete Attachments STRUCTURAL ATT
Page 33 and 34: STRUCTURAL ATTACHMENTS Minimum dist
Page 35 and 36: STRUCTURAL ATTACHMENTS Concrete Att
Page 37 and 38: STRUCTURAL ATTACHMENTS Wood Beam At
Page 39 and 40: STRUCTURAL ATTACHMENTS Wood Beam At
Page 41 and 42: Structural Steel Detail 16 Case 1 C
Page 43 and 44: Concrete Attachments To Slab HANGER
Page 51 and 52: Strut Attachments Typical All Threa
Page 53 and 54: HANGER ROD ATTACHMENTS & APPROVED C
Page 59 and 60: HANGER ROD SWIVEL ATTACHMENTS A 2 3
Page 61 and 62: APPROVED COMPONENTS SC228 HANGER RO
Page 63 and 64: APPROVED COMPONENTS NOTE: B633 can
Page 65 and 66: APPROVED COMPONENTS Hardware SEISMI
Page 67 and 68: APPROVED COMPONENTS 'A' (Rod Size)
Page 69 and 70: APPROVED COMPONENTS 'A' (Rod Size)
Page 71: APPROVED COMPONENTS Copper Adjustab
Page 75 and 76: APPROVED COMPONENTS Seismic Approva
Page 77 and 78: APPROVED COMPONENTS 'A 'T' 2 'A 'T'
Page 79 and 80: APPROVED COMPONENTS 2” (50.8mm) 3
Page 81 and 82: APPROVED COMPONENTS 2 9 /16" (65mm)
Page 83 and 84: APPENDIX - SEISMIC MAP SEISMIC MAP
Page 85 and 86: Appendix 1 Support Spacing for Sing
Page 87 and 88: SUPPORT SPACING FOR SINGLE ROD HANG
Page 111 and 112: Appendix 2 Seismic Bracing Charts f
Page 113 and 114: TRAPEZE BRACING Seismic Bracing Cha
Page 117 and 118: Seismic Bracing Charts for Trapeze
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Seismic Bracing Charts for Trapeze
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TRAPEZE BRACING Seismic Bracing Cha
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Appendix 3 Proof Test Instructions
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Example: Deeply Embedded Anchors In
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Check if value falls within the all
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1997 Uniform Building Code As defin
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Example Two, Shallow Embedded Ancho
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Appendix 5 This page has been reser
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