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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W110" HOOK <br />GROUTED BOND BEAM <br />6 <br />� CLEAN OUT REQUIRED <br />FOR INSPECTION <br />rD <br />e (i <br />' I <br />0'-0" FIN. FLR. <br />e <br />TIE RTICALREBAR <br />.. . -� <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA. <br />Z <br />#3LU 18" <br />>O <br />#4 24" <br />C� <br />#5 3W <br />#6 36 <br />#7 42' <br />HORIZONTALIVERTICAL <br />REINFORCING <br />SCALE: 3f4"=1'-0" <br />EXT. PORCH SLAB <br />W/1@"ISOLATION <br />JOINT <br />APPLICABLE) <br />6"PVC CHASE— <br />THRU FOOTING <br />i <br />STEEL REINFORCING IN GROUTED <br />CL <br />CELL SEE PLAN FOR SIZE AND <br />p <br />t <br />SPACING REQUIREMENTS <br />mW <br />IM <br />O ran <br />Z <br />8" CMU WALL <br />g <br />Z frl <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />w <br />= > <br />4" CHAMFER (I -STORY) <br />O <br />r <br />6" CHAMFER (2-STORY) <br />#3 <br />18" <br />U <br />• <br />#4 <br />24" <br />Z <br />ATCH STEEL <br />#5 <br />3d• <br />iv <br />REINFORCEMENT <br />PER SCHEDULE <br />�• <br />#7 <br />42" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3l4"=1'-0" <br />VG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />ED 5 <br />F o <br />k t-0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.corn <br />AA #: 0003325 J <br />R <br />4 <br />l <br />2 <br />r <br />l <br />= <br />Td <br />M <br />06 <br />O <br />gg <br />r <br />� <br />sunDiv. a LAT <br />ABBOTT PARK <br />LOT #32 <br />BLK # 9 <br />PRGJECT# <br />04181.000- 32091 <br />"E"c <br />1408" <br />"DAKOTA" <br />GARAGE 511MG: <br />LEFT <br />PAGE: <br />DETAILS <br />i6 H E . C <br />