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A <br />Z <br />i <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />I 1 VARIES PER ELEV. <br />#5 BARS <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />' <br />0'-o FIN. FLR. <br />A a a <br />TIE ERTICAL REBAR <br />. - <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z� <br />#3 18" <br />O <br />M U <br />#4 24" <br />#5 30" <br />#6 36" <br />#T 4Z' <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />[O V <br />zi <br />CL <br />Z <br />8" CMU WALL <br />TOP OF SLAB <br />q' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />Z w <br />f > <br />° <br />° q <br />EXT. PORCH SLAB <br />4" CHAMFER(1STORY) <br />18„ <br />(y0 <br />W/ 1/2. ISOLATION <br />6" CHAMFER (2STORY) <br />°� <br />JOINT (WHERE <br />• <br />#4 <br />24" <br />q <br />APPLICABLE) <br />2 <br />MATCH STEEL <br />#5 <br />30" <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 <br />36" <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#T <br />42 <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />I~a <br />T <br />� <br />i <br />9tMDM a LOT. <br />ABBOTT PARK <br />LOT #6 <br />BLK #15 <br />PROJECT* <br />04181.000-06151 <br />MODZIA <br />"1499-FREEPORT" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />