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TIE VERTICAL REBARc' <br />TO HORIZONTAL <br />REBAR HOOK i <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />z <br />S CLEAN OUT REQUIRED <br />FOR INSPECTION <br />11R "FIN. FIL <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />a,. <br />REBAR W/ 10" HOOK <br />�— <br />BAR SIZE 48 BAR DIA. <br />� <br />#3 18" <br />o <br />u <br />#4 24" <br />#5 30 <br />#6 36 <br />#7 42 <br />HORIZONTAUVERTICAL <br />0--go-ml <br />4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />— <br />THRU FOOTING <br />Y STEEL REINFORCING IN GROUTED <br />g CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o� <br />$a <br />N 8"CMU WALL <br />OFFSET METHOD CONTINUOUS BAR�SIZE 48 BAR DIA. <br />METHOD #4 24" <br />HORIZONTAL/VERTICAL 30" <br />REINFORCING �; ��. <br />G SCALE: 3/4"=1'-0' <br />�.� . <br />SEE BLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18" <br />H+c� <br />6-CHAMFER (2-STORY) <br />{ <br />#4 <br />24" <br />i <br />MATCH STEEL <br />#5 <br />30" <br />REINFORCEMENT <br />N <br />PER SCHEDULE <br />#6 <br />36, <br />� <br />� <br />#7 <br />42" <br />SEE SCHEDI/LE <br />FOR WAR, BAR SIZE <br />AND BAR QUANTITYRZE <br />`, <br />PVC CHASE <br />THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />■ <br />r <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />'..1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 J <br />a <br />� <br />Z <br />SLTHDIV, de LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PRO"'" <br />04181,04B-12131 <br />UODET. <br />3EAB <br />"1504-ALLE)C" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />m <br />F-PRATZ: MT 10/28/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />ST.2A <br />