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TIE VERTICAL REBAF <br />TO HORIZONTAL <br />� <br />REBARHQOK <br />Z <br />Z <br />GROUTED BOND <br />BEAM <br />— <br />Z <br />VARIES PER ELEV. <br />a <br />CLEAN OUT REQUIRED <br />Q <br />FOR INSPECTION <br />• I TIET/ERTICAL REBAR <br />< TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />a_ <br />BAR SIZEI 48 BAR DIA. <br />Z W #3 1B' <br />O #4 24" <br />M U #5 39 <br />#6 36, <br />#7 42' <br />HORIZONTAL/VERTICAL <br />(D REINFORCING <br />SCALE: 314"=1'-0" <br />W W <br />QU <br />O a NEW REINF. BAR <br />N I SECURED W/ 2- PART <br />d a EPDXY. MIN. EMBED <br />J g 6., UNO <br />J <br />FOLLOW ALL MANE <br />2 <br />Q <br />W 0 SPECIFICATIONS FOR <br />_ USE AND <br />m PREPARATION OF <br />Z m HOLE. <br />4. - - - <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=T-0" <br />OFFSET METHOD CONTINUOUS BAR SIZE 480AR DIA. <br />METHOD as za' <br />HORIZONTAL/VERTICAL #5 30" <br />REINFORCING #7 42; <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />a <br />1.8" ,- <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />wwwabdesigngroup.com <br />AA #: 0003326 <br />o <br />a <br />14 <br />8U13DIV. de LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT <br />04181.00t-23112 <br />moDzu <br />3EEB <br />"2260-ELSTON" <br />GARAGE XVf MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />DATE: 4/06/21 <br />BCALE: 1/4"=1'-0" <br />EFIEET <br />S1.2A <br />