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<br />OCT-29-98 THU 11:01 CARNELL ENGINEERING <br /> <br />941 666 5747 <br /> <br />P.01 <br /> <br />== CB~811 Engineering, P.A. ==- <br />&.t. e..m.-J..t. b.w..! ~ ~ <br />2225 Ea.st Edgewood Orive, Suite 6 <br />Lakeland, Rorlda 33803 <br />(941) 666-3727, FAX (941) 666-.5747 <br /> <br />October 28, 1998 <br /> <br />To Whom It May Concern: <br />County Building Division <br />Hand Delivered <br /> <br />Re: Permit Name: Wilif Residence <br />DESCRIPTION: Substitution on Main structural Support Elements <br />Carnell Engineering. P .A. P .N: CA2626 <br /> <br />Dear Sir or Madam: <br /> <br />I have reviewed the referenced plans and the client has requested the <br />following substitutions: <br />1. 6 x 6 PT posts at screened lanai are eliminated and a pre-engineered beam <br />spanning from wall to wall is substituted. This substitution is acceptable if the <br />pre-engineered beam Is designed for the load as imposed by the roof trusses. <br />2, 6 x 6 PT posts at car port and porch be eliminated and a 4" diameter <br />standard steel post with four bolt 5/8 .. diameter 8 in long base plate and top <br />anchorage designed for pre-engineered beam load. <br />3. 6 x 6 PT mid span post at carport Is eliminated and a pre-engineered beam <br />designed to span from wall to corner post. This substitution is acceptable if <br />the pre-engineered beam is designed and connected to the wall and post <br />with adequate anchorage to support the implied roof load. <br />It is my opinion and to the best of my knowledge as a registered <br />Professional Engineer In this Jurisdiction that the above deviation meets or <br />exceeds the design parameters set for this project if the pre-engineered <br />elements are designed and certified. by a registered engineer. to meet the roof <br />loads for this structure. <br />~f, you have any questions please call me. <br /> <br /> <br />a~s' A;'O~micelll. P.E. <br />Carnell Englne~ng. PA <br /> <br />Co. Kevin WalSOn <br />jaclsg <br /> <br />1 <br />