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<br />07/09/1996 20:01 <br /> <br />941668549'3 <br /> <br />ENGINEERING_CONSTRue <br /> <br />PAGE 01 <br /> <br />B & H Construction <br />Morris Bridge Road <br />Zephyrhills, Florida <br /> <br />Re: Lot 22 - 37600 Newkon <br /> <br />'1'0 Whom it May Concern: <br /> <br />After signing and sealing the addition plans, changes or adequate alternate building <br />techniques have been discussed and the following meet my requirements. <br /> <br />1) In lieu of embedding the 3" x 3" postS in concrete, an intema1 post seat with <br />1.2" bolt through the column is acceptable. with 4-2-1/@' thunderbolts to <br />attach to the concrete slab. <br />2) On the screen wall section. in lieu of a 2" x 2" clip. I will allow blind screwing <br />of the top cbaonel to the post as acceptable. <br />3) On the shed wall section, in lieu of the TAPCON anchors. 3/8" x 3-3/4" <br />wedge anchors on 24" O.c. is acceptable. <br />4) And lastly. the required Simpson hwricane anchors for the wood wall <br />sections, are allowed to use H-4 on the top plate to stud and H-2-112 for the <br />bottom plate to the stud on the bottom. The same nwnber and size of nails is <br />required. <br /> <br />As always, if any additional information is required. please feel free to call me at ant <br />time. <br /> <br />Sincerely, <br /> <br />,.... . .. _ ~.t4/ <br />. ;:;I' .' . ....... <br /> <br />~~F;~~ood,P.E.#47377 <br /> <br />M~I~33860 T <br />(863)646-5511,' Al L \V(Y~K STL\d~ COt\1PLY <br />" - vVIT~ T Ii .'~ . ,-'\') i. ,\ 1.JNG CODES, <br />, ,:. 1"-""" ," P'TT1\1BTNGS"f\l'. \.' ;.' ,\. , <br />.' . "1'1 Y <br />1\ <br />,. <br /> <br /> <br />\. ' <br /> <br />r" ..,("^. <br /> <br /> <br />'en _. <br />