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Complete Compiled Specification.pdf - Peck Ormsby Construction

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G. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners<br />

wherever possible. Use exposed fasteners of type indicated, or if not indicated, phillips<br />

flat-head (countersunk) screws or bolts.<br />

H. Provide for anchorage of type indicated, coordinated with supporting structure. Fabricate and<br />

space anchoring devices to provide adequate support for intended use.<br />

I. Cut, reinforce, drill, and tap miscellaneous metal work as indicated to receive finish hardware<br />

and similar items.<br />

J. Galvanizing: Provide a zinc coating for those items indicated or specified to be galvanized, as<br />

follows:<br />

1. ASTM A 153 for galvanizing iron and steel hardware.<br />

2. ASTM A 123 for galvanizing rolled, pressed, and forged steel shapes, plates, bars,<br />

and strip 1/8" thick and heavier.<br />

3. ASTM A 386 for galvanizing assembled steel products.<br />

K. Fabricate joints which will be exposed to weather in a manner to exclude water, or provide<br />

weep holes where water may accumulate.<br />

L. After fabrication, shop paint steel, except surfaces to be encased in concrete or to be welded,<br />

and contact surfaces to be bolted. Thoroughly clean all steel to be encased in concrete.<br />

M. Surface Preparation: Comply with recommendations of SSPC for the applicable<br />

environmental exposure conditions.<br />

2.04 STEEL RAILINGS AND HANDRAILS<br />

A. Fabricate steel railings and handrails to design, dimension, and details indicated. Provide<br />

railings and handrails members formed of pipe of sizes and wall thickness indicated, or if not<br />

shown, as required to support design load.<br />

B. Mockups: Provide mockups of railings as indicated on the drawings. Upon approval, mockups<br />

may be incorporated in the project provided structural integrity of the railings is not<br />

compromised.<br />

C. Interconnect railing and handrail members by butt-welding or welding with internal<br />

connectors, at fabricator's option, except as otherwise indicated.<br />

1. At tee and cross intersections, provide coped joints.<br />

D. Provide wall returns at ends of wall mounted handrails, except where otherwise indicated.<br />

E. Close exposed ends of pipe by welding 3/16" thick steel plate in place or by use of<br />

prefabricated fittings.<br />

F. For railing posts set in concrete, provide sleeves of galvanized steel pipe, not less than 6"<br />

long and with an inside diameter not less than 1/2" greater than the outside diameter of pipe.<br />

G. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges,<br />

miscellaneous fittings, and anchors for interconnections of pipe and attachment of railings<br />

and handrails to other work. Furnish inserts and other anchorage devices for connecting<br />

railings and handrails to concrete or masonry work.<br />

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

METAL FABRICATIONS 05500 - 4

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