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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER <br />a <br /><I trd. <br />I. <br />s <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0' FIN. FUR. <br />A <br />, • - <br />TIE'VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />�— '— <br />BAR SIZE 48 BAR DIA. <br />o <br />#4 24" <br />#5 30" <br />#6 36, <br />#7 42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />(D- <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />s CELL SEE PLAN FOR SIZE AND <br />a a SPACING REQUIREMENTS <br />o� <br />N ion 8"CMU WALL <br />#5 BARS <br />0 <br />B' <br />■ <br />+ 1� <br />CMU UNIT DIMENSIONS <br />Q ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />. <br />a <br />SEE SLAB SCHEDULE <br />BAR#4SIZE <br />DA <br />a <br />`a <br />EXT. PORCH SLAB <br />< <br />4"CHAMFER(1-STORY <br />#3 <br />18" <br />M <br />+ <br />W/I1/2'ISOLATION <br />6"CHAMFER2-STORY) <br />JONT (WHERE <br />24 <br />APPLICABLE) <br />MATCH STEEL <br />#5 <br />30' <br />6" PVC CHASE <br />E <br />N <br />REINFORCEMENT <br />PER SCHEDULE <br />'� <br />38 <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />q7 <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT <br />FOR WtD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />JUN <br />4 <br />SCALE: 3/4"=1'A" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngrou p.com <br />AA #: 0003326 <br />soil <br />le <br />O <br />ri <br />9UHDm & LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #9 <br />PROJECT* <br />04181.000-15091 <br />MODELe <br />4EBB <br />"1828—CALI" <br />GARAGE 811011WO: <br />LEFT <br />PAGE: <br />DETAILS <br />%16 PH C <br />202 <br />D � 8/14/21 <br />9CAm 1/4"=1'-0" <br />SHEET <br />S1. 2A <br />