W912P5-17-B-0015_TSpecs_051200pg6_-_AMD_003.pdf
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- W912P517B0015
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Revised Technical Specification Section 05 12 00 Pg6
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Site, Demolition and Utility Relocations Kentucky Lock Addition W912P5-17-B-0015 Grand Rivers, Livingston County, KY
Direct Tension Indicator Washers
Non-Shrink Grout; G
Tension Control Bolts; G
SD-06 Test Reports
Bolts, Nuts, and Washers
Weld Inspection Reports; G
Direct Tension Indicator Washer Inspection Reports Bolt Testing Reports
SD-07 Certificates
Steel
Bolts, Nuts, and Washers
Galvanizing
AISC Fabrication Plant Quality Certification AISC Erector Quality Certification Welding Procedures and Qualifications; G
Welding Electrodes and Rods
1.3 AISC QUALITY CERTIFICATION
Work must be fabricated in an AISC Certified Fabrication Plant, Category Std . Submit AISC fabrication plant quality certification.
Work must be erected by an AISC Certified Erector, Category CSEA. Submit AISC erector quality certification.
1.4 SEISMIC PROVISIONS
The structural steel system must be provided in accordance with AISC 341 , Chapter J as amended by UFC 3-310-04 .
1.5 QUALITY ASSURANCE
1.5.1 Preconstruction Submittals
1.5.1.1 Erection Drawings
Submit for record purposes. Indicate the sequence of erection, temporary shoring and bracing. The erection drawings must conform to AISC 303 .
Erection drawings must be reviewed, stamped and sealed by a registered professional engineer.
1.5.2 Fabrication Drawing Requirements
Submit fabrication drawings for approval prior to fabrication. Prepare in accordance with AISC 326 and AISC 325 . Fabrication drawings must not be reproductions of contract drawings. Sign and seal fabrication drawings by
SECTION 05 12 00 Page 6
| Section 05 05 23 Amend 3 Revision |
| Section 05 12 00 Amend 3 Revision |
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