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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W119'HOOK <br />GROUTED BOND BEAM <br />a <br />CLEAN OUT REQUIRED <br />a FOR INSPECTION <br />v <br />• I TIETVERTICAL REBAR <br />e . • a TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />u���iII�'' BAR SIZE 48 BAR DIA <br />LL Z W #3 1S, <br />>O #4 24" <br />m U • 06 11, <br />#6 36" <br />#7 47' <br />HORIZONTALNERTICAL <br />(D-- <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />�U <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />I <br />EPDXY. MIN. EMBED <br />J g <br />6., UNO <br />Q <br />FOLLOW ALL MANF. <br />to 0 <br />SPECIFICATIONS FOR <br />USE AND <br />PREPARATION OF <br />HOLELq <br />.e <br />4 e <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3%4"=V-0'� <br />A <br />Z <br />i <br />OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA <br />METHOD #4 24' <br />HORIZONTAL/VERTICAL #5 4 <br />REINFORCING #6 4Z <br />2 _ #7 a7' <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />• <br />8" <br />■ b <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />Oo/ MASONRY SYMBOLS <br />*' 3 SCALE:3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />ww W.abdealtngmup.com <br />AA M: 00,3315 <br />� <br />�9s <br />Q <br />q <br />0- <br />Lk <br />9tTEDIV dC LOT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT, <br />04128.002-06171 <br />MODELa <br />3EFB <br />"2447— ROBIE" <br />GARAGE STIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DAR� 10/09/ 99 <br />SCALE:1/4• = 1'-0* <br />axEET <br />s1.2A <br />