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<br />o <br />-' co <br />co _' <br />\\) <br /> <br />",:;, <br /> <br />EXISTING BLOCK WALL <br /> <br /> <br /> <br />vL MICROLLAM BEAM <br /> <br />" x " PT PINE POST <br /> <br />\ <br /> <br />ooE- 112" Tl-lREADED ROD WI A NUT <br />AND 2" STEEL W~ 6OT1-4 ENDS <br /> <br />SIMPSON POST BASE ~ <br /> <br />o 0 IIO" <br /> <br />'----1 ~ EXISTING FOOTER <br />I-IS" -I <br /> <br />EXISTING SLAB <br /> <br /> <br />2 x 8 FLOOR JOI6T <br /> <br />12" <br />.- <br /> <br />o <br />-' <br />CO <br /> <br />24" <br /> <br />.- <br /> <br />TI-fE 112" TJ.READED RODS ARE TJ.ROt.IGI.f 6OT1-4 TI1E <br />2 X " POSTS ON EACW SIDE AND TI-fE BLOCK WALL <br />AND SOL TED Wf'n.I 2" 5Gll.I.4RE WASI-I~ AND NUTS. <br /> <br /><a <br />-' <br />\\) <br /> <br />32" <br /> <br />.- <br />12" <br /> <br />SCALE: 1/4" := 11-0". <br /> <br /> <br />EREBY CERTIFY THAT I HAVE ReviEWED THIS <br />N AND FOUND IT TO BE IN COMPLIANCE WIT'" <br />FLORIDA BUILDING CODE SECTION 1606 <br />R T"'E 110 MP'" ( 3 SECOND GU5T) WIND ZONE. <br />DAVID W SMITH pe- 53608 <br /> <br />DAVID W.. SMITH, P..E.. <br /> <br />3S2-521-086& OFFICE <br /> <br />FLORIDA LIC,. &3608 <br /> <br />9'309 WALLA5TON DRIVE DADE CITY <br />