Design drawings and speci structural design drawings

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Section 3. Design Drawings and Specifications ................................ 11 3.1. Structural Design Drawings and Specifications ...................... 11 3.2. Architectural, Electrical and Mechanical Design Drawings and Specifications ........................................ 16 3.3. Discrepancies ............................................................................ 16 3.4. Legibility of Design Drawings ................................................ 17 3.5. Revisions to the Design Drawings and Specifications ............ 17 3.6. Fast-Track Project Delivery ...................................................... 18 Section 4. Shop and Erection Drawings .......................................... 20 4.1. Owner Responsibility .............................................................. 20 4.2. Fabricator Responsibility .......................................................... 20 4.3. Use of CAD Files and/or Copies of Design Drawings ............ 21 4.4. Approval .................................................................................. 23 4.5. Shop and/or Erection Drawings Not Furnished by the Fabricator ...................................................................... 25 Section 5. Materials ............................................................................ 26 5.1. Mill Materials .......................................................................... 26 5.2. Stock Materials ........................................................................ 27 Code of Standard Practice for Steel Buildings and Bridges , March 7, 2000 AMERICAN INSTITUTE OF STEEL CONSTRUCTION vi
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PAGE 31 APPENDIX Section 6. Shop Fabrication and Delivery ........................................ 30 6.1. Identification of Material .......................................................... 30 6.2. Preparation of Material ............................................................ 30 6.3. Fitting and Fastening ................................................................ 31 6.4. Fabrication Tolerances .............................................................. 32 6.5. Shop Cleaning and Painting .................................................... 35 6.6. Marking and Shipping of Materials .......................................... 38 6.7. Delivery of Materials ................................................................ 39 Section 7. Erection .............................................................................. 41 7.1. Method of Erection .................................................................. 41 7.2. Job-Site Conditions .................................................................. 41 7.3. Foundations, Piers and Abutments .......................................... 42 7.4. Building Lines and Bench Marks ............................................ 42 7.5. Installation of Anchor Rods, Foundation Bolts and Other Embedded Items ...................................................... 42 7.6. Installation of Bearing Devices ................................................ 44 7.7. Grouting .................................................................................... 45 7.8. Field Connection Material ........................................................ 45 7.9. Loose Material .......................................................................... 46 7.10. Temporary Support of Structural Steel Frames ........................ 46 7.11. Safety Protection ...................................................................... 49 7.12. Structural Steel Frame Tolerances ............................................ 51 7.13. Erection Tolerances .................................................................. 51 7.14. Correction of Errors .................................................................. 63 7.15. Cuts, Alterations and Holes for Other Trades .......................... 63 7.16. Handling and Storage .............................................................. 63 7.17. Field Painting ............................................................................ 64 7.18. Final Cleaning Up .................................................................... 65 Section 8. Quality Assurance ............................................................ 66 8.1. General ...................................................................................... 66 8.2. Inspection of Mill Material ........................................................ 67 8.3. Non-Destructive Testing .......................................................... 67 8.4. Surface Preparation and Shop Painting Inspection .................. 67 8.5. Independent Inspection ............................................................ 67 Code of Standard Practice for Steel Buildings and Bridges , March 7, 2000 AMERICAN INSTITUTE OF STEEL CONSTRUCTION vii
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APPENDIX PAGE 32 Section 9. Contracts ............................................................................ 69 9.1. Types of Contracts .................................................................... 69 9.2. Calculation of Weights .............................................................. 69 9.3. Revisions to the Contract Documents ...................................... 71 9.4. Contract Price Adjustment ........................................................ 71 9.5. Scheduling ................................................................................ 72 9.6. Terms of Payment .................................................................... 73 Section 10. Architecturally Exposed Structural Steel .................... 74 10.1. General Requirements .............................................................. 74 10.2. Fabrication ................................................................................ 74 10.3. Delivery of Materials ................................................................ 76 10.4. Erection .................................................................................... 76 Code of Standard Practice for Steel Buildings and Bridges , March 7, 2000 AMERICAN INSTITUTE OF STEEL CONSTRUCTION viii
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PAGE 33 APPENDIX GLOSSARY The following terms are used in this Code. Where used, they are capital- ized to alert the user that the term is defined in this Glossary. AASHTO . American Association of State Highway and Transportation Officials. Adjustable Items . See Section 7.13.1.3. AESS . See Architecturally Exposed Structural Steel. AISC . American Institute of Steel Construction, Inc. Anchor Bolt . See Anchor Rod. Anchor Rod . A mechanical device that is either cast or drilled and chemi- cally adhered, grouted or wedged into concrete and/or masonry for the purpose of the subsequent attachment of Structural Steel.
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