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TIE VERTICAL FIEBAR <br />TO HORIZATIONAL <br />REBAR W1 10" HOOK <br />13ROUTED BOND BEAM -------- <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />0 H RIZO <br />A.W"�- <br />E 0' <br />,�RDUTE. BOND EAM <br />J, VARIES PER ELEV. <br />#5BARS <br />ME. <br />I I 10"HOO <br />W <br />CLEAN OUT REQUIRED <br />oz <br />0 <br />. . .... <br />FOR INSPECTION <br />co <br />to <br />0 <br />Rd J, 0-4- FIN. FUR. <br />TIE <br />'�ERTICAL REBAR <br />TO HORIZONTAL <br />El <br />L-LT <br />REBARW/10"HOOK <br />BAR SIZE 48 BAR DIA. j <br />Z 8 LLJ <br />#3 W <br />#4 24" <br />- <br />#5 30" <br />#6 36" <br />#7 42"— <br />CMU UNIT DIMENSIONS <br />;o ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />OFFSET METHOD CONTINUOUS FsmszEF48 BAR 2`1 <br />METHOD <br />HORIZONTAL/VERTICAL <br />HORIZONTAL/VERTICAL <br />a <br />3 SCALE: 314"=I'-T <br />—scm, <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: <br />F, DRAFTING BY: "'IIIII <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENT R BLVD. <br />SUITE 1004 <br />TAMPA, FLO <br />PH' 8134MM-2628 <br />1114 FAX: 813-886,2802 j <br />All <br />"munDm XIM007011IN <br />SILVEADO <br />LOT #24 <br />BLK #10 <br />PitoizcT# <br />03719,000-24101 <br />"'2'795—B <br />CAP.AGIC 8WINM <br />LEFT <br />PAGM, <br />DETAILS <br />%150 MPH EXP. B <br />