1.1.40’x 60’x 12’ rigid frame, gable style roof, pre-engineered building. 1.2.Building designed and fabricated in compliance with 2021 IBC Code, 20 psf live, (20 psf ground snow), 110 mph wind 1.3.The builder/contractor is responsible for having a WV registered professional engineer prepare a foundation and floor slab design. 1.4.Construct foundation and floor slab on level site, including reinforced concrete perimeter and column footings, reinforced column piers and anchor bolts, 6” thick reinforced concrete floor slab, 6” crushed stone base, saw cut control joints, machine smooth finish. 1.5.The builder/contractor is responsible for all erection of the steel and associated work in compliance with the metal building manufacturers drawings.
