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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />a. <br />T <br />—a— <br />• <br />° <br />° <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />i <br />� <br />a <br />. <br />- • <br />GROUTED BOND BEAM <br />a <br />VARIES PER ELEV. <br />° <br />• I a•° <br />#5 BARS <br />'I <br />10' HOOK <br />- <br />� <br />mo <br />8 CLEAN OUT REQUIRED <br />z FOR INSPECTION <br />o <br />0'-0" FIN. FUR. <br />-� <br />TIETVERTICAL REBAR <br />TO HORIZONTAL <br />°i <br />Eli <br />- REBAR W/ 19' HOOK <br />BAR SIZE 48 BAR DIA. <br />J� <br />• <br />i <br />b o <br />#3 18" <br />#4 24" <br />#s 3a' <br />CMU UNIT DIMENSIONS <br />b ARE NOMINAL SIZES <br />BAR SIZE 48 BAR DIA. <br />OFFSET METHOD CONTINUOUS <br />HORIZONTAL/VERTICAL <br />� <br />HORIZONTALIVERTICAL <br />METHOD <br />#4 24' <br />#5 30" <br />g/ MASONRY SYMBOLS <br />* 3 SCALE:3/4"=1'-a' <br />REINFORCING <br />n <br />REINFORCING <br />4; 47• <br />� SCALE: 3/4"=1'-0" <br />a <br />I NEW REINF. BAR <br />oN <br />SECURED W/2-PART <br />a <br />EPDXY. MIN. EMBED <br />I <br />g <br />B", UNO <br />FOLLOW ALL MANF. <br />rcI <br />SPECIFICATIONS FOR <br />i <br />USE AND <br />PREPARATION OF <br />HOLE. <br />a <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-0" <br />QCT <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />l AA #: 0003326 <br />b <br />KK <br />b <br />a <br />1 <br />eunDiv. ae X.0 <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-14131 <br />MODEr.4 <br />3EFB <br />"2447—ROBIE" <br />GARAGE 391IIIIIiNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />mmm <br />DAtmT 10/28/21 <br />BCALE:1/4' = 1'-0* <br />Isl-mzT <br />s1.2A <br />