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TIE VERTICAL REBAR Al <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM C'' <br />VARIES PER ELEV. <br />a <br />a .I .. <br />i� CLEAN OUT REQUIRED <br />FOR INSPECTION <br />d ) <br />TIE VERTICAL REBAR <br />° ° < <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />—` <br />BAR SIZE <br />148 BAR DIA. <br />a <br />#3 <br />#4 <br />191 <br />24" <br />t <br />#6 <br />#6 <br />30 <br />36 <br />HORIZONTAL/VERTICAL <br />#7 <br />4T <br />REINFORCING <br />SCALE: 3/4"=1'A" <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA <br />METHOD 24- <br />HORIZONTALNERTICAL #5 39' <br />REINFORCING #6 <br />2 #7 42" <br />SCALE: 3/4"=1'-Q' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />S <br />SPACING REQUIREMENTS <br />H <br />b <br />V' CMU WALL <br />TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA. �+ <br />W/ 1/7' ISOLATION <br />6" CHAMFER (2STORY) <br />18' h' <br />JOINT(WHERE <br />#4 24" <br />APPLICABLE) <br />MATCH STEEL <br />#5 30" <br />6" PVC CHASE <br />i <br />N <br />REINFORCEMENT„ <br />PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />FORWiD, e4 SIZE AND <br />AND 6AR QUANTITY IZE <br />PVC CHASE <br />THRU FOOTING <br />° <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />0.1 <br />CMU UNIT DIMENSIONS <br />b ARE NOMINALL SIZESSIZES <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=T-U' <br />Mp1 <br />i N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />WNkk <br />6 <br />C <br />SVHDIV. & LOT: <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT# <br />04181.000-19111 <br />MODEU <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 J&PH EXP. C <br />DATE: 05/24/21 <br />ISCALE: 1/4"=1'-0" <br />8I'iEET <br />S1.2A <br />