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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />- GROUTED BOND BEAM <br />ELEV. <br />#5 BARS <br />" W 1, <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'4 FIN. FLR. <br />d <br />TIE ERTICAL REBAR <br />e . <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />#3 1 18' <br />m <br />#4 24" <br />#5 30" <br />#6 36' <br />#7 47' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />sa <br />o� <br />�a <br />% <br />b 8" CMU WALL <br />° <br />TOP OF SLAB <br />d TOP OF SL48 <br />EXT. PORCH SLAB <br />[/r <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA <br />.d <br />°° <br />d <br />W/ 1/7' ISOLATION <br />6" CHAMFER (2STORY) <br />18 <br />JOINT (WHERE <br />0 <br />#4 24" <br />APPLICABLE) <br />- MATCH STEEL <br />;tl5 30' <br />6" PVC CHASE <br />s REINFORCEMENT. <br />it <br />THRU FOOTING <br />PER SCHEDULE <br />#7 47' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEE SCHEW LE <br />PER SCHEDULE <br />FOR MID BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'4 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />144) <br />9MON. & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT <br />04181.041-12141 <br />MODELA <br />4EAB <br />"1672—ARIA" <br />GARAGE BVnKG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />FEN 1 A 202 <br />DRINT <br />ATE: 02/07/22 <br />BCALE: 1/4"=1'-0" <br />EMMET <br />s1.2A <br />