Cooper B-Line Seismic Restraints - Dixie Construction Products

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STRUCTURAL ATTACHMENTS Concrete Attachments Detail 5 Slab Minimum distance from edge of concrete to center of bolt is (10 x 'D'). B2501 cast in place anchors of diameter 'D'. (See Page 75) 1” (25mm) min. Minimum embedment in concrete. 'E'. B-Line Adjustable Hinge Longitudinal or Transverse Brace (See Page 59) 1 1 min. 1 /2" x 1 1 /4" Hex Head Cap Screws & N225WO Nuts (See Pages 61 & 62) B-Line Channel Longitudinal or Transverse Brace Load Minimum Structure Cast In Place Minimum Distance Connection Load Anchor* Embedment Between Type Dia. 'D' 'E' Anchors lbs. (kN) in. (mm) in. (mm) in. (mm) I, II, III 450 (2.00) 3/8" (9) 3" (76) 4 1 /2" (114) IV, V 975 (4.33) 1/2" (13) 4" (101) 6" (152) * B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. 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 27 of Raafat S. Aboulhosn Structural Engineer S 3913
Concrete Attachments STRUCTURAL ATTACHMENTS Detail 6 Metal Deck Minimum distance from edge of concrete to center of bolt is (10 x 'D'). B2501 cast in place anchors of diameter 'D'. (See Page 75) 1” (25mm) min. E B-Line Adjustable Hinge Longitudinal or Transverse Brace (See Page 59) 1 1 min. 1 /2" x 1 1 /4" Hex Head Cap Screws & N225WO Nuts (See Pages 61 & 62) B-Line Channel Longitudinal or Transverse Brace Load Light Weight Concrete Minimum Structure Cast In Place Minimum Distance Connection Load Anchor* Embedment Between Type Dia. 'D' 'E' Anchors lbs. (kN) in. (mm) in. (mm) in. (mm) I 175 (0.78) 3/8" (9) 3" (76) 4 1 /2" (114) II 300 (1.33) 1/2" (13) 4" (101) 6" (152) * B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum light weight concrete. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. Normal Weight Concrete Minimum Structure Cast In Place Minimum Distance Connection Load Anchor* Embedment Between Type Dia. 'D' 'E' Anchors lbs. (kN) in. (mm) in. (mm) in. (mm) I, II 300 (1.33) 3/8" (9) 3" (76) 4 1 /2" (114) I, II 300 (1.33) 1/2" (13) 4" (101) 6" (152) * B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. 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 28 of
Page 1 and 2: SEISMIC RESTRAINTS Multi-Directiona
Page 3 and 4: TABLE OF CONTENTS General Informati
Page 5 and 6: GENERAL INFORMATION I p = Importanc
Page 7 and 8: GENERAL INFORMATION Cable tray syst
Page 9 and 10: GENERAL INFORMATION c) Check the re
Page 11 and 12: GENERAL INFORMATION f) When a flexi
Page 13 and 14: GENERAL NOTES FOR SEISMIC BRACING G
Page 15 and 16: SINGLE PIPE/CONDUIT BRACING Single
Page 17 and 18: SINGLE PIPE BRACING PIPE CLAMP TRAN
Page 19 and 20: 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: Concrete Attachments Detail 4 Metal
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 and 72: APPROVED COMPONENTS Copper Adjustab
Page 73 and 74: APPROVED COMPONENTS Vertical Load S
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
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APPROVED COMPONENTS 2 9 /16" (65mm)
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APPENDIX - SEISMIC MAP SEISMIC MAP
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Appendix 1 Support Spacing for Sing
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SUPPORT SPACING FOR SINGLE ROD HANG
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Appendix 2 Seismic Bracing Charts f
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TRAPEZE BRACING Seismic Bracing Cha
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Seismic Bracing Charts for Trapeze
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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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