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TIE VERTICAL REBAR <br />TO HORIZATION <br />OOAL <br />REBAR W/ 10' HK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />,. <br />4 <br />a <br />L-+- <br />-•-� <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />a <br />GROUTED BOND BEAM <br />i <br />VARIES PER ELEV. <br />. -a : •_ <br />o. <br />O <br />cc• <br />p <br />#5 BARS <br />v <br />■ <br />B„ <br />o <br />10" HOO <br />c <br />ul LJi <br />C <br />4 <br />..tea: <br />_ <br />a <br />< •��•'Zr <br />D CLEAN OUT REQUIRED <br />` <br />02 <br />FOR INSPECTION' <br />T-Lm <br />- "' <br />a <br />I.. <br />0 <br />0'-0" FIN. FIR. <br />O <br />g+ <br />. •a TiE RTICAL REBAR <br />a TO HORIZONTAL <br />4 <br />Ell <br />. a.< REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR OIA. <br />° <br />2 <br />OU <br />#3 IV, <br />#5 30° <br />#6 36" <br />NS <br />ARE NOMINALSIZES <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />#7 42" <br />METHOD <br />as 24 <br />m/y` <br />MASONRY SYMBOLS <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />05 30° <br />3 <br />SCALE:3/4"=I'-a' <br />REINFORCING <br />REINFORCING <br />#6 36" <br />SCALE: 3/4"=V-0' <br />8"xS" MASONRY COLUMN W/ <br />(2) #6S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />& EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/ #5 <br />DOWEL IN FOUNDATION. <br />m6l <br />�J <br />/�,�DOUBLE FILLED CELL <br />4 SCALE: 3/4"=1'-0" <br />A N 6 N I T E C T i <br />6 <br />Group LLo <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FLS2750 <br />PH: 407-774:6078 <br />FAX: 407-7744078 <br />www.abdosWgroup.00m <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813$88.2628 <br />FAX:8138862802 <br />OIIIIIIIIiI <br />anmmis <br />