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Complete Compiled Specification.pdf - Peck Ormsby Construction

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SECTION 05500 - METAL FABRICATIONS<br />

PART 1 - GENERAL<br />

1.01 RELATED DOCUMENTS<br />

A. Drawings and general provisions of the Contract, including General and Supplementary<br />

Conditions and Division-1 <strong>Specification</strong> sections, apply to this section.<br />

1.02 DESCRIPTION<br />

A. The extent of miscellaneous metal work is shown on the Drawings, and includes items<br />

fabricated from iron and steel shapes, plates, bars, strips, tubes, pipes, and castings which<br />

are not a part of other metal systems specified in other sections of these <strong>Specification</strong>s.<br />

B. The types of miscellaneous metal items include, but are not limited to the following:<br />

1. Carpenter's ironwork.<br />

2. Shelf angles.<br />

3. Loose bearing plates.<br />

4. Steel gates and bollards.<br />

5. Railings and sleeves for railings.<br />

6. Angle edging at openings in floors and walls.<br />

7. All bolts, screws, rods, bars, and miscellaneous items necessary for anchoring<br />

miscellaneous metal items.<br />

1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS<br />

A. Concrete reinforcement is described in Division 3 Section “Concrete Work.”<br />

B. Open-Web steel joists and girders are specified in Division 5 Section “Steel Joists and Joist<br />

Girders.”<br />

C. Cooperate as necessary with all trades performing work described in other sections of these<br />

<strong>Specification</strong>s to ensure proper and adequate provisions for the installation of items<br />

described in this section.<br />

D. Division 9 Section “Painting” for finish coats of paint.<br />

1.04 QUALITY ASSURANCE<br />

A. In addition to conforming to all pertinent codes and regulations, conform to the following<br />

standards:<br />

1. American Institute of Steel <strong>Construction</strong>, AISC, "<strong>Specification</strong> for the Design,<br />

Fabrication and Erection of Structural Steel for Buildings", with "Commentary".<br />

2. AISC "Code of Standard Practice", excluding the following: Section 1.5.1, Section 3.3<br />

(first sentence), Section 4.2, Section 4.2.1, Section 4.2.2, Section 7.5.4,<br />

Section 7.11.5.<br />

3. American Welding Society, AWS, "Structural Welding Code" (Specific items do not<br />

apply when they conflict with the AISC requirements.)<br />

B. Certification of Welders: All shop and field welding shall be executed by AWS certified<br />

welders. Certification shall be considered current if dated within the past 12 months.<br />

C. If the Owner elects to test welds by means of x-ray, ultra-sonic, or any other appropriate<br />

SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009<br />

METAL FABRICATIONS 05500 - 1

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