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AET Job No. 20-04684 - Page 2 of 4 <br /> CONCLUSIONS <br /> Based on the results of our observations, hand auger borings, hand cone penetrometer probes and <br /> our review of the available information, it is our judgment that the soils exposed at the bottoms of <br /> the observed excavations for the footings of the east building addition and interior remodeling <br /> were suitable for structural support. <br /> These conclusions are intended as a summary. Please read the remainder of the report for specific <br /> information. <br /> DESIGN INFORMATION <br /> We understand or assume that the construction underway will consist of interior remodeling and <br /> an addition to the east side of the existing building. We further understand or assume that the <br /> construction underway will: <br /> • Have two above-grade levels for the east addition. <br /> • Have a finished ground floor elevation of 100.0, matching that of the existing building. <br /> • Be supported by conventional spread footings designed using an allowable soil bearing <br /> pressure no greater than 3,500 pounds per square foot (psf). <br /> • Have cast-in-place concrete spread footings, reinforced concrete masonry walls, structural <br /> steel framing, a precast concrete panel first-floor ceiling, and wood framing for the <br /> second-story. <br /> • Have bottom-of-footing elevations at minimum frost protection depths or lower. <br /> • Have normal tolerance to settlement. <br /> • Be constructed according to applicable building code requirements. <br />