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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0" FIN. FUR. <br />�, ;•4 .' .y <br />• <br />TIE RTICAL REBAR <br />.�. <br />b • <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA <br />#3 181. <br />#4 24" <br />M <br />#5 30" <br />#6 36 <br />#7 4r' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />I SCALE: " <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d <br />SPACING REQUIREMENTS <br />W <br />8" CMU WALL <br />_ <br />• <br />TOP OF SLAB <br />: q' <br />, <br />TOP OF SLAB <br />A <br />4 <br />••' <br />EXT. PORCH SLAB <br />' <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />BARSIZE <br />46 BAB DIA. <br />q . •q �, '.. %• <br />W/ 1/r' ISOLATION <br />6' CHAMFER (2,STORY) <br />4• <br />. <br />JOINT (WHERE <br />APPLICABLE) <br />MATCH STEEL <br />#4 <br />24" <br />B' PVC CHASE <br />s <br />H <br />REINFORCEMENT <br />REINFORCEMENT <br />PER SCHEDULE <br />36' <br />38' <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />MATCH STEEL <br />REINFORCEMENT <br />SEE SCHEDULE <br />FOR MD, BAR S2E <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />1-01-1 <br />E 3 <br />t' P <br />Eg <br />XX' <br />CMU UNIT DIMENSIONS <br />b ARE NOMINAL SIZES <br />�/� MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407.774-4078 <br />www.a bdesigngroup.00m <br />AA #: 0003328 <br />screw as LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK #7 <br />PIZOJEC <br />04161. 0 -23071 <br />MODRx� <br />4EAB <br />"1672-ARIA" <br />OAV-401C 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH FA C <br />