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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR WJ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR ,. VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR WJ 10" HOOK z a =+ d <br />f <br />GROUTED BOND BEAM C <br />VARIES PER ELEV. f + 1441 N. RONALD REAGAN BLVD. <br />d <br />LONGWOOD, FL 32750 <br />a' PH:407-7748078 <br />FAX: 407.7744078 <br />www.abdeslgngrouP•com <br />I: +a 5 AA 8: 0003325 <br />0 <br />• 3 #5 BARS <br />0 HOOK 8. <br />d ... <br />s CLEAN OUT REQUIRED •--�� ' . y <br />° FOR INSPECTION ^Y+ •5 <br />0 <br />IN. FLR. • �, <br />TIE ERTICALRESAR <br />°n • + TO HORIZONTAL <br />REBAR WJ 10" HOOK <br />s�� <br />g <br />C <br />BAR SIZE 48 BAR DIA. <br />#3 18" <br />#4 24" • Q CMU UNIT DIMENSIONS <br />#6 30" OFFSET METHOD CONTINUOUS ARE NOMINAL SIZES <br />BAR SIZE 48 BAR DIA. <br />#6 42"36-m #3 1 . MASONRY SYMBOLS <br />#7 42" METHOD � 30" � 3 SCALE' 3/4"=1'-d' <br />HORIZONTAUVERTICAL HORIZONTAUVERTICAL <br />REINFORCING 2 REINFORCING #6 36 m <br />#T az' <br />SCALE: 3/4"=1'-0" <br />will <br />NEW REINF. BAR • <br />SECUREDW/2-PART <br />EPDXY. MIN. EMBED <br />a FOLLOW ALL MANF. <br />" c I SPECIFICATIONS FOR <br />USE AND <br />J PREPARATION OF <br />HOLE4. <br />•d <br />A + <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=1'-0" <br />eXMDM & I+OT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />PROJECT <br />04181.00 -26121 <br />MODEL: <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8TrWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 XPH EXP. C <br />No <br />DATM 6/14/21 <br />BC,h=: 1/4"=1'-0" <br />8FIEET <br />S1.2A <br />