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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM <br />#5 BARS <br />1121 5 <br />" 8" .. <br />a <br />a CLEAN OUT REQUIRED <br />aa' FOR INSPECTION <br />tL <br />a .I <br />` I <br />0'_o FIN. FUR. <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />a,:' <br />REBAR Wl 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />ZuJ <br />#3 <br />18" <br />>> <br />#4 <br />24" <br />U <br />#5 <br />30" <br />#6 <br />38" <br />#7 <br />42" <br />HORIZONTALNERTICAL <br />�1 <br />REINFORCING <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 <br />SPACING REQUIREMENTS <br />mW <br />U <br />0: aai <br />Z <br />8" CMU WALL <br />io <br />TOP OF SLAB <br />_ q TOP OF SLAB <br />w <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. > <br />EXT. PORCH SLAB <br />4" CHAMFER (1-STORY) <br />18" O <br />n <br />W/ 1l2" ISOLATION <br />. G' CHAMFER (25TORV) <br />. <br />JOINT (WHERE <br /># <br />N4 24" <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />#5 <br />8" PVC CHASE <br />E <br />REINFORCEMENT <br />PER SCHEDULE <br />#8 32" <br />6" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />#7 4" <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 314"=1'-(Y <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 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />M <br />q <br />a <br />jx� <br />BUHDrv. & XOT: <br />ABBOTT PARK <br />LOT ##22 <br />BLK ##8 <br />PROJECT# <br />04181.000-22081 <br />at E <br />1408" <br />"DAKOTA" <br />CAR/►GE 8TIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D M 10/16/20 <br />BCA=: 1/4"=1'—O" <br />BREET <br />S1.2A <br />