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<br />. <br /> <br />3018. ORLANDO AVENUE. WINTER PARK, FLORIDA 32789.407-740-5444. FAX: 407-740-7900 <br /> <br />HB ASSDCIATES? LLC <br /> <br />August 13, 2002 <br /> <br />Bill Burgess <br />City of Zephyrhills <br />5335 8th Street <br />Zephyrhills, Florida 33542 <br /> <br />Re: Zephyrhills Motel <br />HB Job # 02-86 <br /> <br />Dear Sir: <br /> <br />At your request, we have reviewed the interior footings labeled WF1 on sheet S1. After a review of the loading, <br />we have concluded that a 12 inch deep by 16 inch wide footing with 2 #5 rebars continuous will be sufficient <br />to support the bearing walls without overstressing the soil, based upon a maximum allowable soil stress of <br />2000 psf. <br /> <br />In accordance with your request, we have also reviewed requirements for compaction testing. Typically, these <br />tests are perfonned once per 2500 sq. ft. of building footprint with additional tests for every 50 feet of bearing <br />wall length. <br /> <br />Sincerely, <br />HB ASSOCIATES, LLC <br /> <br /> <br /> <br />Justin Quillen, E.1. <br />