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<br />CUNNINGHAM CONSTRUCTION CO. <br /> <br /> <br />Wood Flooring & Concrete Pier Foundation <br /> <br /> <br />- Galvanized Steel Straps <br />(anchored with 90 Degree hook,- <br />min 4"embedment into footing with <br />3" bend over double header/beam). <br /> <br />Joist Bridging <br />(20 gage Galv. Sleel-. .. <br />installed 6'oc. span oftloor JOIst). <br /> <br />Header Sill Beam (nailing) <br />2-2"x 8" P.T. Yellow Pine <br />(nailed stagged 4"0.c. t/b) <br /> <br />1<-11 <br />1N~Lr:\ n6 AJ <br /> <br />~. ~~~ <br />~~I/V~ <br />'. . \ /.;.J' ~d tJ~ <br />(3/4" T & G Pine Pi o~d, Glued & Nailed <br />st). <br />. if <br />JV\tI'h~u'V. . ' ~ <br />(A..."'Ch (S<lJ4D R <br />~.At.o-o.'~V ~1~M <br />elL I'~'. -J . <br />7)~ U- rtlk>N~ <br />[vthlfrJ4) e;;.n.. cSt" <br /> <br />Floor Joist Nt'tf..:;t~ t~~ '0 <br />(2"x 8" P.T. Yellow Pine installed 16" o.c.) <br /> <br />Floor Joist Hangers (Steel) <br />(nailed with six nails @3-joist & 3 beam both sides <br />@ total of 12 nails @joist each end). <br /> <br />Pier Block <br />(span opening 5'0" max 0>. 2-2x8 Header <br />8"x16" Block Filledwith Type S Mortar) <br /> <br />nchor Strapping to Wood Floor System <br />(12 gage Galv. Steel Strapping fastened with <br />9 joist nails, 6 face,! top & 2 on over lapped joist ). <br /> <br />Steel Reinforcing <br />(Foundation 2 #5 (5/8") steel re bars installed <br />on wire rod holders spaced 48"0.c.) <br /> <br />~ (~/ r I ~ -z..3. -0..:1 <br />Sign; ~/~yy d-/'- # 6603, Date: <br />J:A. . Davis '* 66.03 --- <br />P.O.8ox 720 <br />Webster. Ftorrda 33597 <br /> <br />I hearby certify that i have reviewed this plan and found it to be in compliance with <br />section 1606 ofthe Florida building code, 2001 Edition, meets the requirements for 110 mph <br />wind zone (3 sec gust). <br /> <br />page ~ of /if <br />