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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />i. . 4 J .. - <br />N <br />f <br />J <br />¢ CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />` 1 <br />0'-0' FIN. FLR. <br />• <br />TIE ERTICAL REBAR <br />°,-• ° - <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZEI 48 BAP DIA. <br />Z ¢ <br />f <br />83 <br />18• <br />U <br />84 <br />45 <br />24. <br />88N7 <br />j�l <br />HORIZONTALNERTICAL <br />%,� <br />REINFORCING <br />� <br />SCALE: 3/4'=1'-0' <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o CL C SPACING REOUIREMENTS <br />W <br />FM H <br />UFt JH <br />0 ( Z 8' CMU WALL <br />8 D, . 0 0 <br />�--• TOP OF SLAB q TOP OF SLAB <br />SEE SLAB SCHEDULE � a: <br />uj <br />EXT. PORCH SLAB�—�4.ACHAMFER <br />BAR SIZE 48 BAR DIA. <br />W/ 1/2' ISOLATION ' (i-STORY) p3 18, in UU • v ° <br />JOINT (WHERE <CHAMFER(2-STORY) N4APPLICABLE) Z TCH STEEL <br />A5 30' <br />8• PVC CHASE REINFORCEMENT g8 38' <br />PER SCHEDULE 6' PVC CHASE THRU FOOTING <br />THRU FOOTING p7 4y <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />&Hqq� <br />45 BARS <br />Eli. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdealgngroup.com <br />AA S: 0003325 <br />rii <br />J <br />^ <br />v <br />4 <br />aysD:v as WTI <br />ABBOTT PARK <br />LOT #8 <br />BLK #8 <br />PROJECT* <br />04181.000-08081 <br />MODEIt <br />4EAB <br />"1672- ARIA" <br />GARAGE 8MMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH ft. C <br />AA <br />NO <br />DUMT <br />ATE: 06/10/20 <br />aCALE: 1/4"=1'-0" <br />spurn" <br />S1.2A <br />