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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 />.an,1 <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />"J M I <br />0'-0' FIN. FLR. <br />TIE ERTICAL REBAR <br />q <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZE 48 BAR DIA. <br />Z_ (at: <br />#3 <br />Is, <br />>> <br />#4 <br />24' <br />U <br />#5 <br />30' <br />#6 <br />36' <br />#7 <br />42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />1 <br />SCALE: 3/4'_7'-0' <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />p a SPACING REQUIREMENTS <br />a <br />mw <br />&IL <br />¢O � Z 6' CMU WALL - <br />TOP OF SLAB q - TOP OF SLAB <br />• SEE SLAB SCHEDULE Z Lu a <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) #3 18' <br />W/ 1/2' ISOLATION 6' CHAMFER (2•STORY) <br />JOINT(WHERE #4 24' <br />APPLICABLE) Z MATCH STEEL #5 �• <br />REINFORCEMENT <br />6' PVC CHASE PER SCHEDULE #6 36' THRU FOOTING #7 6' PVC CHASE THRU FOOTING <br />� 42' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD,BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <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, FL 32780 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />wwwAbdesigngroup.com <br />AA #: 0003328 <br />F <br />b <br />m <br />i�o <br />4 <br />�o <br />MO <br />atMDIV. Ale LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />PROJECT/ <br />04181.000-13081 <br />MoDEIt <br />4EBB <br />"1828-CALI" <br />GARAGE 8WWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />It OCT <br />DAT : 09/30/20 <br />ECA=: 1/4"=1'-0" <br />SKEET <br />S1.2A <br />