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TIE VERTICAL REBAR <br />�c <br />70 HORIZONTAL <br />REBAR W/ td' HOOK <br />Z <br />GROUTED BOND BEAM <br />`tv <br />VARIES PER ELEV. <br />Z � <br />I ° <br />Q <br />O CLEAN OUT REQUIRED <br />4 FOR INSPECTION <br />07 <br />O a) <br />-i PI 1 <br />0'-0" FIN. FLR. <br />F <br />•a <br />TIE RTICAL REBAR <br />. <br />• <br />• <br />TO HORIZONTAL <br />° <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z W <br />#3 <br />16' <br />0 <br />#4 <br />24" <br />m U <br />#5 <br />30" <br />#6 <br />36' <br />#7 <br />42 <br />HORIZONTALNERTICAL <br />REINFORCING <br />� <br />SCALE: 3/4"=1'-d' <br />oU <br />a <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />I <br />EPDXY. MIN. EMBED <br />g <br />6", UNO <br />= <br />FOLLOW ALL MANF. <br />d7 S <br />I <br />SPECIFICATIONS FOR <br />F <br />USE AND <br />U, ¢ <br />PREPARATION OF <br />Z <br />HOLE. <br />STEEL REINF. OF <br />BOND.SEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=T-0" <br />OFFSET METHOD CONTINUOUS BARSZE 48 BAR DIA <br />#3 18" <br />METHOD #4 24' <br />HORIZONTAL/VERTICAL #5 <br />SCALE: I/4NF"=1'-0"ORCING #7 41; <br />� RE3 <br />#5 BARS <br />0 <br />■ a <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />MAY <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />-1 <br />+7 <br />SUDDIV. & IAT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #9 <br />PROJECT/ <br />04181.000-06091 <br />MODELc <br />4EHB <br />"2605-- HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP C <br />D 5/04/21 <br />SCALE: 1/4"=1'-0" <br />BIiEET <br />S1.2A <br />