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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />f <br />5 <br />CLEAN OUT REQUIRED <br /># <br />FOR INSPECTION <br />ok <br />I. <br />0'-U' FIN. FUR. <br />d <br />TIE ERTICAL REBAR <br />.a <br />a <br />TO HORIZONTAL <br />a.; <br />REBAR W/ 10" HOOK <br />8AR SIZE 48 BAR DIA <br />#3 <br />1 1 B" <br />5 <br />h <br />#4 <br />#5 <br />#6#7 <br />id <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE. 3/4"=V-9' <br />EXT. PORCH SLAB <br />W/ 12" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />— <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />c <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�U <br />�a <br />m <br />ro s <br />8" CMU WALL <br />SEE SLAB SCHEDULE <br />4' CHAMFER (1STORV) <br />6" CHAMFER (2STORY) <br />MATCH STEEL <br />REINFORCEMENT <br />N <br />PER SCHEDULE <br />SEBASCHEDULE <br />FORI <br />BAR <br />BAR SIZE <br />BAR AND DUANrfiY <br />TOP OF SLAB <br />4' <br />TOP OF SLAB <br />BAR SIZE 48 BAR DIA- <br />M <br />d , <br />d <br />a <br />#3 <br />18' <br />#4 <br />24" <br />4 <br />#5 <br />30" <br />#7 <br />42' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0' <br />#5 BARS <br />■ <br />8° "k <br />■ b <br />CMU UNIT DIMENSIONS <br />>o ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4-T-Y' <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 />F <br />ZZ <br />j <br />W <br />f <br />O <br />BUDDIV. Ae L <br />ABBOTT PARK <br />LOT #20 BLK #12 <br />PHASE: 4C <br />P1tOJECT# <br />04181.04C-20121 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />A <br />ROLAW A ABW <br />AR NO W7 <br />DUMT <br />A 2/04/22 <br />8CALE: 1/4"=1'-0" <br />8*1zmT <br />s1.2A <br />