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TIE VERTICALREBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />E <br />GROUTED BOND BEAM C <br />VARIES PER ELEV. <br />d <br />f 4: s <br />o A CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0" FIN. FLR. <br />'. '•a <br />TIE ERTICAL REBAR <br />'4 <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />4_ <br />BAR SIZE 48 BAR CIA. <br />#3 18" <br />n 0 <br />M4 24" <br />#5 30" <br />#6 36" <br />#7 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o a SPACING REQUIREMENTS <br />�t <br />0. e 8" CMU WALL <br />m <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD � 24" <br />HORIZONTAUVERTICAL #6 1 30" <br />�� REINFORCING 4; 44•. <br />L SCALE:3/4"=1'-0" <br />SEE SLAB SCHEDULE <br />ur ur Buie <br />BAR SLZEJ 48 BAR CIA. <br />e <br />4" CHAMFER (1STORY) <br />o <br />S. CHAMFER (2STORY) <br />18„ <br />• <br />MATCH STEEL <br />REINFORCEMENT <br />q4i� <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR YMD,64SEE <br />AND BAR ' MR SEERS <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE:3/4"=1'-0" <br />4G <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />a� <br />B' <br />ra <br />r-v <br />X� <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O m MASONRY SYMBOLS <br />SCALE: 3/4"=1'-0" <br />1441 NOD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroup.wm <br />AA #: 0003325 <br />N <br />N w <br />0 <br />W <br />N� <br />8xmx)rv. & IAT: <br />ABBOTT PARK <br />LOT# 32 <br />B LK. 7 <br />PROJECT# <br />04181.000-32071 <br />MODEL• <br />3EAB <br />"1504—ALLE)(" <br />C;ARAGE SVWC;: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH E C <br />