Cooper B-Line Seismic Restraints - Dixie Construction Products

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This Page Has Been Intentionally Left Blank 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 81 of Raafat S. Aboulhosn Structural Engineer S 3913
Appendix 1 Support Spacing for Single Rod Hanger Piping Pages 83 - 86 Pages 87 - 90 Pages 91 - 94 Pages 95 - 98 Pages 99 - 102 Pages 103 - 106 Tables 1 & 2 for Seismic Force Level 0.15g (ASD) Tables 1 & 2 for Seismic Force Level 0.30g (ASD) Tables 1 & 2 for Seismic Force Level 0.45g (ASD) Tables 1 & 2 for Seismic Force Level 0.50g (ASD) Tables 1 & 2 for Seismic Force Level 0.75g (ASD) Tables 1 & 2 for Seismic Force Level 1.00g (ASD) Table 1 - Maximum Hanger Spacing for Steel Pipe Table 2 - Maximum Hanger Spacing for Copper Tubing This Appendix contains bracing tables developed using allowable stress design (ASD) for the following seismic force values (i.e. “g-values”): .15g (ASD), .30g (ASD), .45g (ASD), .50g (ASD), .75g (ASD), and 1.0g (ASD). The building code uses strength design. (See Special Note page 2 for further information.) These charts cover the vast majority of seismic requirements from coast to coast, from Zone 1 to Zone 4 applications, and take into account the many codes which may be referenced for a specific project. The seismic zone, building type, and other factors determine the level of seismic force for a particular project. The project design professional should determine the correct seismic force value using the appropriate building code and local requirements. Use of the correct table is very important to ensure that the c o r rect brace spacing and anchorage is provided. See pages 1 - 8 for more information. 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 82 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
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TRAPEZE BRACING TRAPEZE TRANSVERSE
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TRAPEZE BRACING TRAPEZE TRANSVERSE
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TRAPEZE BRACING Typical Trapeze ATR
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STRUCTURAL ATTACHMENTS ‘T’ Conc
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Concrete Attachments Detail 4 Metal
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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 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
Page 81 and 82: APPROVED COMPONENTS 2 9 /16" (65mm)
Page 83: APPENDIX - SEISMIC MAP SEISMIC MAP
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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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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