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TIE VERTICAL REBAR <br />HORIZATONALEBAR <br />W! 10" HOOK <br />GROUTED BONG BEAM <br />[;0 <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />.. <br />° <br />° <br />9 <br />HORIZONTAL <br />TO HORIZONTAL <br />REBAR <br />GROUTED BOND BEAM <br />�+ <br />VARIES PER ELEV. <br />f <br />i <br />#5 BARS <br />o <br />b <br />10' HOOK ------------- <br />CLEAN OUT REQUIRED <br />1 �' <br />° —�< <br />---�_• <br />° <br />B—.- <br />° • <br />a <br />FOR INSPECTION <br />•��; <, <br />a <br />� <br />�i <br />FIN. FLR. <br />1� <br />• TIE RTICAL REBAR <br />°,° <br />°° TO HORIZONTAL <br />• <br />REBAR W/ 10" HOOK <br />�d— <br />BAR SIZEI 48 BAR DIA <br />� <br />° <br />#3 18" <br />CMU UNIT DIM <br />b ARE NOMINAL SIZESN5 <br />#6 <br />#7 ar• <br />OFFSET METHOD <br />CONTINUOUS BARSIZE 48 BAR DIA. <br />METHOD ##44 24' <br />MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL <br />HORIZONTAL/VERTICAL#5 <br />30" <br />SCALE:3/4.'=1'-U' <br />REINFORCING <br />2 SCALE: 3/REINFORCING <br />#T ar• <br />SCALE: 3/4"=1'A" <br />o <br />I NEW REINF. BAR <br />o w <br />SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />5 <br />6", LINO <br />m <br />FOLLOW ALL MANF, <br />SPECIFICATIONS FOR <br />USE AND <br />PREPARATION OF <br />J <br />HOLE. <br />14 <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONAL.D REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-607B <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA 1F: 0003326 <br />y <br />W <br />w <br />u <br />giI <br />aUIMM & XIOz^ <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT# <br />04181.000-37071 <br />MODEL <br />E401 <br />"2828- ENSLEY" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 09/21/ 11 <br />DATE: <br />SCALE: <br />SHEET <br />S1.2A <br />