Dally + Associates collaborated with ESPA Corp. to design this 2-story, 30,000 sf maintenance facility. The foundation system consists of drilled under reamed piers with grade beams and slab on grade. The slab on grade was design for heavy loading. The super structure consists of conventional steel framing such as composite floor design for level 2 and steel bar joists for the roof structure. The exterior of the building consists of cast in place tilt up wall system. The project included multiple bridge cranes and 16’-0” deep equipment lifts.