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TIE VERTICAL REBAR <br />TO HORIZONT <br />BAAL <br />RER WI 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELE <br />Z ° <br /><I as <br />5 <br />Q <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />`i I I <br />0'-0" FIN. FLR. <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />SIZE <br />Z W <br />0 <br />M U> <br />#3 <br />#4 <br />#5 <br />0. <br />#A <br />HORIZONTALNERTICAL <br />1 <br />REINFORCING <br />SCALE: 3l4"=1'-0" <br />oW <br />NEW REINF. BAR <br />K U <br />SECURED Wl2-PART <br />a <br />I <br />EPDXY, MIN, EMBED <br />g <br />8", LNG <br />= Q <br />FOLLOW ALL MANF. <br />to 0 <br />I <br />SPECIFICATIONS FOR <br />_ W <br />USE AND <br />Q <br />PREPARATION OF <br />Z <br />HOLE. <br />w� <br />a.Q� <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=V-W <br />TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR WI 10"HOOK <br />GROUTED BOND BEAM <br />� <br />a <br />Im_- <br />'-- <br />.• <br />.ow=��mmlm_■ <br />"=�ll <br />•• . <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD #4 24" <br />HORIZONTALNERTICAL #5 3o° <br />NFORCING #B 3s" <br />0--own-1 <br />#7 42"4"=1'-0" <br />VARIES PER ELEV. <br />#5 BARS <br />■ m. <br />0 <br />to <br />4 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />Al MASONRY SYMBOLS <br />3 SCALE: 314"=l'-U' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwsbdeslgngroup.com <br />AA M: 0003325 <br />rY <br />C <br />SVSDIV. Ig LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />PROJECT# <br />04181.000-11081 <br />MoDmu <br />4EHB <br />"2605— HAYDEN" <br />GARAGE BVrMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH C <br />