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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 1W HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z a <br />a. <br />•- r I' •e <br />r <br />g .. <br />p 4. CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />TIE-GERTICAL REBAR <br />a TO HORIZONTAL <br />ea' REBAR W/10"HOOK <br />BAR SIZE 48 BAR DIA <br />Z X #3 loll <br />O #4 24" <br />ro U #5 30" <br />#6 ". <br />#7 4Z' <br />HORIZONTALNERTICAL <br />Sc!INF <br />LE: 3l4"=1'-ORCING <br />A(Y' <br />EXT. PORCH SLAB <br />ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />— <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0. <br />SPACING REQUIREMENTS <br />C <br />mW <br />U <br />zi <br />00N <br />8"CMU WALL <br />�Z <br />0 <br />M <br />' -SEE SLAB SCHEDULE <br />4"CH AMFER(ISTORY) <br />r 6"CHAMFER(2STORYi <br />Z MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />ANDBAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3W=l'Z' <br />z� <br />BAR SIZE 4o BAR DIA. O <br />#3 18" M U <br />#4 24" <br />#5 30" <br />#6 36 <br />#7 42" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5BARS <br />i.� i. j <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />i <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdeslgngroup. — <br />AA A. 00033253 <br />7p <br />R' <br />4 <br />a <br />v <br />evHDxv. as LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #9 <br />PROJECT* <br />04181.000-03091 <br />MODEL: <br />4EAB <br />"1672—ARI9" <br />GARAGE S'WMG: <br />RIGHT <br />PA CiE: <br />DETAILS <br />160 H EXP <br />DATM 05/05/21 <br />OCALE: 1/4"=1'-0" <br />8*1m T <br />S1.2A <br />2 <br />