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<br />/~ <br /> <br />ARKAY ENGINEERING, INc. <br />structural engineers <br /> <br />September 1, 2000 <br /> <br />Randy Watson <br />36843 Perry Court <br />Dade City, FL 33525 <br /> <br />Re: During Room Addition - Arkay Engineering, Inc. Job # 3485 <br /> <br />Dear Randy: <br /> <br />This letter is to confirm our telephone conversation regarding the <br />contractor's desire to change the construction of the foundation piers <br />and building anchoring on the above referenced project. <br /> <br />It is my understanding that the contractor wishes to construct the <br />support piers as follows: <br /> <br />Install a 4" thick X 16" square concrete base pad, then "dry- <br />stack" 8" X 16" block (cells running vertically). Place this pier <br />configuration at each pier place shown on the "Foundation & Floor <br />Framing Plan"; then anchor the addition by installing a helical <br />type ground anchor next to each pier with a metal strap wrapped <br />around the floor beam. <br /> <br />This revised construction method is structurally acceptable. If you <br />need any further assistance, with this matter, please give me a call. <br /> <br />Sincerely, <br /> <br /> <br />Arkay Engineering, <br />DIBI All-American <br /> <br />tJA,4 , <br /> <br />ichard L. K~eY, <br />President <br /> <br />Inc. <br />Inspection Services <br /> <br />P.E. <br /> <br />Florida License # 37296 <br /> <br />5600 U.S. Hwy 98 North - Suite 2 - Lakeland, Florida 33809 <br />Phone: 863-853-2711 Fax: 863-816-2118 <br />