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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />a` <br />• i ed. <br />S <br />a <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />[fl <br />' <br />0'-o FIN. FLR. <br />•a <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />E <br />#4 24" <br />M U <br />#5 30' <br />#6 36" <br />#7 42" <br />HORIZONTAUVERTICAL <br />%� <br />REINFORCING <br />� <br />SCALE: 3l4"=1'-0" <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a. C <br />SPACING REQUIREMENTS <br />W m <br />y J <br />(n <br />Z <br />8"CMUWALL <br />s <br />TOP OF SLPB <br />n <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />w <br />�• <br />EXT. PORCH SLAB <br />° <br />4' CHAMFER (1STORY) <br />Ill. <br />W/ 1/2" ISOLATION <br />8" CHAMFER (2STORY) <br />JOINT (WHERE <br />• <br />#4 <br />24" <br />APPLICABLE) <br />Z <br />- <br />MATCH STEEL <br />#5 <br />30" <br />6" PVC CHASE <br />g <br />- <br />REINFORCEMENT <br />PER SCHEDULE <br />SIG <br />36 <br />6 " PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />.�- <br />#7 <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 />,1 <br />4 <br />SCALE:3/4"=1'-0" <br />#5 BARS <br />o m� <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL327W <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Q <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PRO" <br />" <br />M,p <br />04181.000-14151 <br />Boas <br />1408" <br />"DAKOTA" <br />GARAGE BVfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />A <br />nRINT <br />A 08/31/20 <br />SCALE: 1/4"=1'-0" <br />aliIC'm <br />S1.2A <br />