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TIE VERTICAL REBAR • <br />TO HORIZONTAL <br />REBAR d'HOOK <br />GROUTED BOND BEAM <br />- VARIES PER ELEV. <br />e 1441 N. RONALD REAGAN BLVD. <br />i .a .a <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdmigngroup.com <br />AA #: 0003325 <br />< #5 BARS <br />rr m <br />0 <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br /># •• <br />O ' I '. <br />FIN. FLR. <br />.�� TIE ERTICALREBAR <br />T HORIZONTAL <br />REBAR W/ 1d' HOOK <br />f- <br />C <br />o <br />a <br />as <br />BAR SIZE 148 BAR DIA 1-0 I, <br />s of #4 24" CMU UNIT DIMENSIONS <br />h in ARE NOMINAL SIZES <br />#5 30- <br />47' V MASONRY SYMBOLS <br />HORIZONTAUVERTICAL �k 3 SCALE:314•=t'-d' <br />REINFORCING f <br />SCALE: 3/4"=1'-d'A v§ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />mw <br />U <br />O w <br />bg <br />8" CMU WALL <br />TOP OF SLAB <br />a TOP OF SLAB <br />EXT. PORCH SLAB <br />A <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORV) <br />BAR SIZE 48 BAR DIA <br />.a a . •' <br />a <br />a <br />$ <br />W/ t/2" ISOLATION <br />CHAMFER (2STORV) <br />#3 18" <br />M a <br />.a <br />JOI NT(WHERE <br /># <br />#4 24 <br />a <br />APPLICABLE) <br />MATCH STEEL <br />#5 39' <br />8" PVC CHASE <br />i <br />H <br />REINFORCEMENT <br />PER SCHEDULE <br />38 <br />8" PVC CHASE THRU FOOTING <br />sUDDIV ac LOT' <br />ABBOTT PARK <br />LOT# 4 <br />BLK. 13 <br />PLlOM=T* <br />04181.000-041 1 <br />WODZT : <br />4EAB <br />"1672- ARIA" <br />GARAGE BVnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />THRU FOOTING #7 qy <br />MATCH STEEL <br />$EE SCHEDULE REINFORCEMENT <br />FOR MD, BAR SIZE PER SCHEDULE <br />AND BAR QLIANinY PVC CHASE 2 202 <br />THRU FOOTING <br />4 SCALE: 3/4"=1'-d' <br />A90uCIi0.CRA <br />AR 93723 <br />RDIT <br />DATM 09/21/21 <br />8CALE: 1/4"=1' —0" <br />SHEET <br />S1.2A <br />