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<br />D.W. SMITH ENGINEERING CO. <br /> <br />Mechanical & Architectural EDlrineeriDl~ <br /> <br />Phone: 352-521-0865 <br /> <br />David W. Smith, P.E. <br />9909 WaUaston Drive <br />Dade City, Florida 33525 <br /> <br />Fax: 352-521-0867 E-Mail: zeDhvr27(Q),2te.net <br /> <br />April 8, 2003 <br /> <br />To: Zephyrhills Building Dept <br /> <br />To Whom It May Concern: <br /> <br />REF. Pier Footers for Drift Wood Condominium Carports <br /> <br />I hereby certify that I have personally observed and photographed the <br />excavation of the pier footers at this carport construction site and the drilling <br />and fitting of#5 rebars crosswise through the 3X3 structural aluminum <br />posts. The posts have been embedded 24" into a 12X12 min 2500 psi <br />concrete pier footer with 1 #5 rebar crosswise. <br /> <br />I therefore hereby certify that this work complies with the specifications of <br />the engineering drawing and that the engineering plan complies with the <br />Florida Building Code section 1606 for a 110 mph wind speed zone (3 sec <br />gustO. <br /> <br />I therefore hereby certify that this structure and pier footers are in <br />compliance with the Florida Building Code, 2001 edition for a 110 mph <br />wind speed zone. <br /> <br />Basic wind speed = 11 0 mph <br />Importance factor=. 77 <br />Exposure category=B <br />Internal pressure coefficient=O.O for open structure <br />Wind force for Components and Cladding = + 1 0/-25 psf <br /> <br />Respe <br /> <br />~l I~ <br />-yv \ (; tp"1> ') <br />~N\ D J <br /> <br />