Specifications include, but are not limited to: provide all labor, materials, equipment, and tools to construct a steel framed open covering with a metal roof attached the rear of the mechanic shop located within the Troop B compound. General Information: Currently there is a concrete slab that is approximately sixteen feet (16’) by sixty feet (60’). It should be noted the slab has twelve (12), thirty foot (30’) pilings that were sunk into the ground. The slab also has a continuous footing around the perimeter and along the rear of the mechanic shop. The pilings are sunk every twelve feet (12’) along the sixty foot (60’) side. There is also a two foot (2’) metal rebar reinforced into the existing mechanic shop slab. The rest of the slab has metal rebar throughout and topped with six millimeters (6 mm) poly. The rear of the mechanic shop has a brick veneer. There are three (3) vents along the upper portion of the brick wall. From the top of the slab to the bottom of the vents is approximately eight feet (8’) ten inches (10”). There is also one (1), five and one half inches (51/2”) by five and one-half inches (51/2”) metal gutter down spout. The height of the vents will cause a minimal slope from the brick veneer wall out sixteen feet (16’) to the edge of the slab. Troop B would like to bolt metal post/beams into the concrete which would serve as a foundation to metal rafters that would hold the metal roof. The head room height throughout the underside of the overhang shall be approximately ten feet (10’), increasing to approximately twelve feet (12’) approaching the vents. Requirements: Contractor shall cut and remove metal gutter down spout to allow room to fasten trusses and metal roof. Contractor shall set seven (7), six inch (6”) by six inch (6”) by ten feet (10’) treated post/beams on existing slab using a Simpson Strong-tie, ABA six inch (6”) by six inch (6”), Zmax wood to concrete, retrofit post base, or equal, at every ten feet (10’).
