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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10' HOOK <br />GROUTED BONG BEAM <br />VARIES PER ELEV. <br />— <br />° <br />Z <br />N <br />I . <br />5 <br />a <br />0 CLEAN OUT REQUIRED <br />a:FOR INSPECTION <br />ca <br />` <br />0'-0' FIN. FLA <br />n <br />TIE ERTICAI REBAR <br />TO HORIZONTAL <br />.a.:. <br />REBAR W/ 10• HOOK <br />//c-- <br />BAR SIZEI <br />48 BAR CIA. <br />Z_ W <br />#3 <br />18' <br />>> <br />#4 <br />24' <br />U <br />#5 <br />30' <br />#8 <br />38' <br />#7 <br />42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />1 <br />SCALE: ' <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />SPACING REQUIREMENTS <br />mW <br />U <br />cr <an <br />i <br />8• CMU WALL <br />f <br />lo <br />TOP OF SLAB <br />°' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Lu <br />BAR SIZE 48 BAR DIA i > <br />EXT. PORCH SLAB <br />4' CHAMFER (I -STORY) <br />18, O <br />. a 4 <br />W/ 1/2' ISOLATION <br />8' CHAMFER (2STORY) <br />. <br />JOINT (WHERE <br /># <br />#4 1. ° e <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />#5 304 <br />8' PVC CHASE <br />PER SCHEDULE REINFORCEMENT <br />38' <br />e• PVC CHASE THRU FOOTING <br />THRU FOOTING <br />#7 42' <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4'=1'-0' <br />#5 BARS <br />[I —Ell <br />4 <br />" 8" , <br />F o <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />� <br />tl <br />� <br />Y <br />� <br />i <br />a <br />BVHDIV. & LMOM74 <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECTp <br />04181.000- 21081 <br />MODEia <br />4EWB <br />"1499-FREEPORT" <br />CiAP—WIC 81►WO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E <br />wl- • -.c ,� -- <br />DATE: 10 20 <br />8CAL.E: 1/4"=1•-0" <br />SHEET <br />s1.2A <br />