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<br />.' <br /> <br />/~ <br /> <br />ARIUY ENGINEERING, INc. <br />structural engineers <br /> <br />May 6, 2004 <br /> <br />Randy Watson Designs, Inc. <br />13821 U.S. Highway 98 By Pass <br />Dade City, Florida 33525 <br /> <br />Attention: Randy Watson <br /> <br />Re: Whitney Development Corporation RetaillOffice Building <br />Highway 301 - Zephyrhills, Florida <br />Arkay Engineering, Inc. Job # 7481 <br /> <br />Dear Randy: <br /> <br />This letter is a written confirmation of our telephone conversation <br />regarding the wall tie beams on the above referenced project. <br /> <br />The poured in place tie beams can be constructed as poured knock-out <br />block courses, if desired. Construct all of the 16 inch deep tie beams <br />with 2 courses of knock-out block with a #5 continuous rebar in each <br />course and construct the 32 inch deep beams (along the sloping sides <br />of the building) with 4 courses of knock-out block with a #5 continuous <br />rebar in each course. Fill all knock-outs with 3,000 psi grout. <br /> <br />If you need any further assistance with this matter, please give me a <br />call at the office. <br /> <br /> <br />y, <br />g~7ing , Inc. <br />(111:/ <br /> <br />ichard L. Ki~Y~P.E. <br />President I <br /> <br />Florida Licens~ 37296 <br /> <br />5600 U.S. Hwy 98 North - Suite 2 - Lakeland, Florida 33809 <br />Phone: 863-853-2711 Fax: 863-"816-2118 <br />