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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAMWAS <br />VARIES PER ELEV. <br />• <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />° <br />4 <br />1441 N. RONALD REAGAN BLVD <br />z <br />LONGWOOD, iL 32760 <br />� ° .a.__ •_ <br />PH:407-774$078 <br />FAX: 407-774-4078 <br />ww w.abdesigngroup.00m <br />•a. <br />AA A: 0003325 <br />< <br />i <br />p1� <br />IP <br />*5 RARS <br />-04 <br />€ <br />To <br />RIM <br />I <br />I <br />I <br />- <br />/ WAK JILt I 4tl IiAK UTA <br />#3 18" <br />CMU UNIT <br />° ARE NOMINAL SIZES <br />OFFSET METHOD CONTINUOUS BAR SIZE 46 BAR DIA. <br />METHOD ##44 24' g % MASONRY SYMBOLS <br />HORIZONTALNERTICAL HORIZONTALNERTICAL #s 31" 3 SCALE: 3/4"=1'-0' N <br />� REINFORCING 2 REINFORCING �; �� � ui <br />SCALE: 3/4"=1'-0" SCALE: 3/P'=1'-0" O <br />NEW REINF. BAR <br />0 I SECURED W/ 2- PART <br />a EPDXY. MIN. EMBED <br />j5 6, UNO <br />w S <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />i <br />USE AND <br />PREPARATION OF <br />HOLE. <br />a <br />�� A . •a <br />4. <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-U' <br />SU13DIV. & LQT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />PROJECT# <br />04181.000-17111 <br />MODELa <br />3EEB <br />"2260—ELSTON" <br />OARAGE SWING: <br />RIGHT <br />PALM <br />DETAILS <br />160 AD H EXP. C <br />31 <br />A. <br />DRrmt <br />ATE: 05/25/21 <br />sCAL.E: 1/4"= V-0" <br />SHEET <br />S1.2A <br />