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TIE VERTICAL REBAR <br />[�.R.LITEDTIOND <br />O HORIZAIONAL <br />EBAR W1" HOOK <br />BEAM <br />TIE VERTICAL REBAR ., VARIES PER ELEV. <br />TO HORIZONTAL Z d° ��' <br />REBAR W/ 10" HOOK ..• . • • :. 9. <br />f ° ° <br />GROUTED BOND BEAM CV <br />VARIES PER ELEV. •- <br />Z ° <br />a <br />D p <br />Q am #5 BARS <br />m • m <br />v <br />1. p1 <br />o 10" HOOK B„ <br />Mp I. M <br />CLEAN OUT REQUIRED ° ..—aa • �_•. ey _ ❑ Z 1'-0" <br />C FOR INSPECTION <br />♦ ° —� p3 <br />m ❑ <br />1' <br />O <br />d y <br />0'-0" FIN. FLR. • I O <br />A . •d a TIE VERTICAL RESAR • I �, <br />°d • TO HORIZONTAL FE <br />�? <br />REBAR WHO" HOOK <br />BAR SIZE 46 BAR DIA.�e <br />Z� #3 18 CMU UNIT DIMENSIONS <br />O 24" • `m ARE NOMINAL SIZES <br />M" s' OFFSET METHOD CONTINUOUS SIZE 46 BAR DIA <br />METHOD ##44 24"' O MASONRY SYMBOLS <br />HORIZONTAUVERTICAL HORIZONTAL/VERTICAL #6 30" 3 SCALE: 314"=V-9' <br />REINFORCING REINFORCING „7 42" <br />SCALE: 3/4"=1'-0" L SCALE: <br />wW <br />S a� NEW REINF. BAR <br />cl I SECUREDWl2-PART <br />EPDXY, MIN. EMBED <br />6", UNO <br />FOLLOW ALL MANF. <br />m 0 I SPECIFICATIONS FOR <br />2 USE AND <br />Qm PREPARATION OF <br />W HOLE. <br />Af d <br />a <br />•a <br />• •O <br />d ,• <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003326 <br />fit <br />i <br />O <br />O <br />�o <br />1 <br />susv <br />ABBOTT PARK <br />LOT #6 <br />BLK #8 <br />PROJECT <br />04181.00t06083 <br />MODEX." <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 9wil7G: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />DAM 11/25/19 <br />GATE: <br />sCAL.E: 1/4"=1'-0" <br />sHm= <br />S1.2A <br />