Specifications include, but are not limited to: Minimum Design Specifications: Provide (1) Hip Shelter, 12 ft. wide x 20 ft. long (see Attachment A) 25 psf Live Load 115 MPH Wind Load All structural members shall be ASTM A-500 U.S. grade B steel Welded connection plates shall be ASTM A-36 hot rolled steel All welding performed to latest AISC standards by AWS Certified welders Tubular Steel Design: Column dimension shall be 5 in. x 5 in. x 3/16 in. tubular steel welded to 5/8 in. base plates Main support beams shall be 7 in. x 5 in. x 3/16 in. and purlins are at minimum 6 in. x 3 in. x 1/8 in. All framing connections shall use A325 grade bolts within concealed access openings from above and will later be concealed by roofing All roof framing shall be flush against the roof decking to eliminate the possibility of bird nesting. Roofing: 24-gauge Pre-cut steel Multi-Rib panels with Kynar 500 finish or approved equivalent. Standard slope shall be 4/12 pitch with an eave height of 7 ft.-6 in. Steel roof panels shall be attached with exposed self-tapping screws painted to match roof color. Matching 24-gauge trim shall be included. Color shall be Evergreen or approved equivalent Provide Tongue and Groove roof decking Frame Finish: All steel framework shall receive corrosion protective TGIC Polyester powder coat, electrostatically applied and cured at 400 F. Color shall be Light Stone or approved equivalent Foundation: All columns shall be anchored to concrete footings (footings will be provided by Owner) Footing design shall be provided once contract has been awarded Columns shall be surface mounted with anchor bolts Base plate covers shall be provided with the structure
