W912P5-17-B-0015_TSpecs_051200pg6_-_AMD_003.pdf

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Kentucky Lock Site, Demolitions, and Utilities Construction
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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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