Attachment_1-_AFIT_Pavilion_Statement_of_Work.docx

AFIT Pavilion Statement of Work Date: 11 May 2018

Provide all material parts and pieces including design drawings and assembly instructions for a double vented pavilion type structure resembling the picture below.

40x60 Pavilion - Vented Roof System - Structure designed for a 25 lb live load and a 90 mph wind load capacity or greater. All structural members are ASTM A-500 U.S. grade B steel. Welded connection plates shall be ASTM A-36 hot rolled steel. Tubular Steel Columns and Beams: Standard column dimension shall be 8" x 6" x 3/16" tubular steel welded to 5/8" base plates. Main support beams are 8" x 6" x 3/16" and purlins are 5" x 3" x 1/8". All framing connections are done using A325 grade bolts within concealed access openings from above and will later be concealed by the roofing. All roof framing shall be flush against the roof decking to eliminate the possibility of bird nesting. Steel sizes are preliminary and may change upon final engineering based on actual site conditions and load requirements Roofing: 24 Ga. pre-cut steel panels with Kynar 500 finish in a variety of colors with white underside. Standard roof slope is a 4/12 pitch with a eave height of 8'-0". Also available with 6/12 or 8/12 pitch roof. Attached to structural framing with engineered strength self tapping screws.

Frame Finish: All steel framework will receive a corrosion protective TGIC Polyester powder coat, electro-statically applied and cured at 400° F.

Foundation: All columns need to be anchored to concrete footings (footing design provided separately). Columns can be surface mounted with anchor bolts at or below finish slab elevation or they can be embedded directly into the footing (or similar approved materials). All parts and materials must be complete and usable.

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