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<br />~ <br /> <br />...... <br /> <br />~ <br /> <br />Carnell Engineering, P.A. <br /> <br />fwd e~ hwrw.al e. . f.M...IJ;M <br />. . ~ ~'~"1 <br /> <br />2225 East Edgewood Drive, Suite 5 <br />Lakeland, Florida 33803 <br />(941) 666-3727, FAX (941) 666-5747 <br /> <br />March 22, 1998 <br /> <br />To Whom It May Concern: <br /> <br />Re: <br /> <br />Emerald Pointe I Club House Porch Column Alternative f~v._1 /I.t3 ~ <br />Carnell Engineering Project Number: CA1448 ~ <br /> <br />Dear Sir or Madam: <br /> <br />I have reviewed the attached alternate column detail submitted by <br />Construction Contractor. After review of the design loading, for the project, it is <br />my opinion as a Registered Professional Engineer in this jurisdiction that the <br />attached detail marked Exhibit "A" will, to the best of my knowledge, meet or <br />exceed the implied loads for the referenced structure. <br /> <br />If you have any questions please call me. <br /> <br /> <br />Sine rely; <br />~~~A <br /> <br />ames A. Carnieelli, P.E. <br />Carnell Engineering, P.A. <br /> <br />.~ <br /> <br />ee. Emerald Pointe, FAX <br />jac/sg <br />