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' AET Job No. 20-06374 - Page 3 of 6 <br /> • Have overall outside dimensions of 124' by 175'. <br /> • Have reinforced masonry block walls, a structural steel interior frame, supporting a wood <br /> frame roof. <br /> � Have normal tolerance to settlement (up to 'h" differential and 1" total). <br /> � Be constructed according to applicable building code requirements. <br /> Deviations from the above design informarion could necessitate altering our conclusions and <br /> recommendations. Contact us if the information stated is different from the actual project design. <br /> Building addition location and elevation information obtained at the site, and presented in this <br /> report, was referenced to the existing building and the slab at door on the north side of the existing <br /> building. This bench mark was given an elevation of 1024.0. Some locations and elevations were <br /> also provided at the site by the excavator's GPS system. <br /> BACKGROUND INFORMATION <br /> Previously,we conducted a subsurface exploration program at the referenced site. The results were <br /> included in our Report of Geotechnical Exploration and Review(AET Job No.01-02675). Refer to <br /> that report for pertinent background information and for our recommendations to prepare the <br /> building area for structural support. <br /> EXCAVATION OBSERVATIONS <br /> We observed the mass excavation for the building addition during the period from August 24,2006 <br /> to September 07, 2006. We were not present at the site on a full-time basis. Our services consisted <br /> of periodic visits to the site, coordinated with James Steele Construction, which allowed us to <br /> observe the mass excavation bottom for the entire building addition. In addition to observing the <br />