Specifications include, but are not limited to: History The 40 ft x 20 ft church chapel was rebuilt in 1910 after a fire. In 1979-1980 the bell tower, porch, new roof, new doors and a natural gas heating system were installed. In 1991-1992 the church was expanded with reception area, dressing rooms, restrooms and a wheelchair ramp. Structural Issue The chapel’s 40 ft x 20 ft wood frame structure is founded on wood posts and stone footings. The crawl space exterior has wood siding, or skirting, which is exposed to soil and standing water due to drainage issues. The exterior skirting is deteriorating. Additionally, there is differential settlement across the structural foundation elements causing unlevel flooring. The settlement and impacts to the structure are most pronounced on the west wall of the chapel where deformation from the bottom of the wall to the top of wall. Proposed Solutions - analyze the existing structure for seismic, wind, snow, live and dead loads - design replacement foundation including exterior concrete footer with concrete block; and interior posts with concrete footers