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<br />D.W. SMITH ENGINEERING CO. <br /> <br />Mechanical & Architectural Emrineerine: <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(Q2e:te.net <br /> <br />November 4, 2002 <br /> <br />REF. Construction of screen room and carport existing Laural Valley Blvd., <br />Zephyrhills, Florida <br /> <br />To whom it may concern, <br /> <br />I hereby certify that I have reviewed the plans and construction site and find <br />that for aluminum pan covered car ports, screen rooms &utility shed <br />applications having engineered base connections( aluminum base bracket <br />attachement with (6) ~" tapcons wi 2" min embedment will provide in <br />excess of 1600# uplift capacity req'd) to a slab with minimal grade slope of <br />2"/ft within 2' of the slab that a 4" thick slab 2500psi min. concrete w/6"x6" <br />-# 1 01# 1 0 wwm or fibercrete with no additional footer required complies <br />with the wind load requirements per section 1606 of the Florida Building <br />Code 2001 edition for a 110 mph windzone. <br /> <br />For applications with ground slope exceeding 2"/ft up to 10"/ft a minimum <br />footer of8"x8" wi (1)#5 rebar continuous is required. <br /> <br />David W.S ith, .e.#53608 <br /> <br />QjJJi f~ <br /> <br /> <br />1J~J. 2-f, Z-c>:> 1.- <br />