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TIE VERTICAL REBAR <br />TO HOR'- _AL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />/' <br />d <br />-— <br />TO HORIZONTAL <br />REBARW/10"HOOK <br />y <br />� <br />a°A <br />d <br />_d <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />IF <br />#5 BARS <br />a <br />I W HOOK <br />I- <br />6 <br />_4 <br />4.-71 <br />a <br />S <br />• <br />< <br />CLEAN OUT REQUIRED <br />_° <br />—�- <br />_a <br />I'�' <br />S <br />a: <br />FOR INSPECTION77 <br />•• m <br />y <br />Fi <br />d <br />a� <br />0'-o FIN. FLR. <br />i <br />A : TIE ERTICAL REBAR <br />4.° n TO HORIZONTALED <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA <br />� �.�• �e <br />33 z <br />#3 24 <br />UNIT DIMENSIONS <br />CARE <br />OFFSET METHOD <br />HORIZONTALNERTICAL <br />CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD #4 24' <br />#5 3a' <br />bi #5 3Cr' <br />#6 36 <br />47 47, <br />HORIZONTAL/VERTICAL <br />b ARE NOMINAL SIZES <br />� , MASONRY SYMBOLS <br />* 3 SCALE: 3/4'=T-01' <br />1 REINFORCING <br />%,� <br />REINFORCING <br />#7 42" <br />SCALE: <br />NEW REINF. BAR <br />SECUREDW/2-PART <br />a EPDXY. MIN. EMBED <br />UNO <br />FOLLOW ALL MANF. <br />o I SPECIFICATIONS FOR <br />USE AND <br />z <br />PREPARATION OF <br />HOLE. <br />a. —;P d <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. RONALD REAGAN St <br />LONGWOOD, FL32750 <br />PH: 407-774G078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />� AA #: 0003326 <br />4 <br />SVHDIV. dt LflT: <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT* <br />04181.000— 6111 <br />MODELa <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8Tr1NQ: <br />LEFT <br />PAGE: <br />DETAILS <br />IQI60 MPH EXP. <br />FPMATIM NT 05/25/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />