INTRODUCTION Construction involved redevelopment of a single-story retail space immediately adjacent to an existing single- story retail building. Foundation loads were 93 to 177 kips and wall loads ranged from 2.5 to 15 kips per foot. GEOTECHNICAL CONDITIONS Soil conditions consisted of up to 6 feet of loose to medium dense silty sand fill and loose native silty sand to depths of about 10 feet. One boring encountered a 2 foot thick layer of

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