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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBARHOOK <br />GROUTED BOND BEAM <br />TIE REBAR <br />VARIES PER ELEV. <br />— <br />4 <br />VERTICAL <br />TO ORIZONTAL <br />RE. W110" HOOK <br />e. <br />iv <br />- <br />GROUTED BOND BEAM <br />Z e <br />VARIES PER ELEV. <br />"- <br />g <br />e< <br />N <br />° <br />a <br />I• <br />a <br />a <br />5 <br />p <br />#5 BARS <br />V <br />D <br />n <br />c <br />10" HOOK <br />c <br />8" <br />co <br />a ..�:: <br />d•—+-�• <br />° <br />$ __ <br />e <br />! ° <br />a CLEAN OUT REQUIRED <br />pm <br />1 A" <br />C - FOR INSPECTION <br />W <br />v • <br />.p <br />m <br />_ <br />�¢ <br />m <br />�;. <br />� <br />a <br />• . I.. " <br />1_" <br />0'-0" FIN. FLR. <br />�; <br />a < TIE RTICAL REBAR� <br />° e <br />.. <br />TO HORIZONTAL <br />a o <br />REBAR W/-10" HOOK <br />BAR SIZE 46 BAR DIA. <br />° <br />z <br />O <br />#3 1S" <br />UNIT <br />Q % ARE NOMINAL SIZEISNS <br />UCMU <br />«e ss" <br />#7 42" <br />OFFSET METHOD <br />CONTINUOUS BARSIZE aB BAR DIA <br />#44 <br />METHOD #24- <br />• MASONRY SYMBOLS <br />HORIZONTALVERTICAL <br />HORIZONTALVERTICAL <br />#5 30 <br />3 <br />* SCALE: 3/4"=V-0" <br />REINFORCING <br />G) <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />#7 42- <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngrouP•com <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAU MONf CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2828 <br />FAX: 813586-2802 <br />BXMDM ea LOT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />PROJECT# <br />1[O'EL• <br />2795—B <br />GARAGE 81WWO: <br />LEFT <br />PAOE: <br />DETAILS <br />15 H . H <br />