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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W! 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />z <br />� a <br />.I <br />g <br />5 AN OUT REQUIRED <br />FOR INSPECTION <br />� I <br />0'-0" FIN. FUR. <br />a ea TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />�— <br />BAR SIZE 48 BAR DIA. <br />#3 1S, <br />#4 24" <br />0 <br />#s aa' <br />#6 36" <br />#7 42' <br />HORIZONTAUVERTICAL <br />0--Jun-1 <br />4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />z CELL SEE PLAN FOR SIZE AND <br />o � SPACING REQUIREMENTS <br />J. <br />1a <br />w b i 8" CMU WALL <br />r. <br />^ <br />EX <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />BAR SIZE 48 BAR DIAL <br />1/2" ISOLATION <br />S" CHAMFER (2-STORY) <br />#3 18" <br />JOINT (WHERE <br />#4 24" <br />APPLICABLE) <br />MATCH STEEL <br />#5 1 30" <br />8" PVC CHASE <br />F, <br />REINFORCEMENT„ <br />PER SCHEDULE <br />THRU FOOTING <br />SEE <br />NMD0, BAR SIZLE <br />ZE <br />E <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />#S BARS <br />a <br />Eli <br />El I-§ UNIT DIMENSIONS <br />b ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />�K �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.abdesigngroup.com <br />AA #: 0003325 <br />l <br />14 <br />Q <br />rr <br />a <br />l6 <br />F <br />FOA <br />ooilo <br />sUHDIV & L+OT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #11 <br />PROJECT# <br />04181.000-11111 <br />MODRU <br />4EBB <br />"1828-CALI" <br />GARAGE 91►IIJG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH &A C <br />JUN 117 <br />DATE. 06/15/21 <br />aCALM 1/4"=V-0" <br />aFIEET <br />S .2A <br />