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TIE VERTICAL REBAR <br />To HOR'-T'ONAL <br />RE._ _' '.. ..I, <br />ROUTED BOND EAM <br />TIE 'RT"' REBAR <br />VARIES PER ELEV. <br />-ro <br />—t—: <br />7T7 <br />TO -RIZ�NTAIL <br />RE..R W '.. .I, <br />GROLITE. -11. BEA. <br />2� <br />.k VARIES PER ELEV. <br />#5 BARS <br />-K <br />15 <br />16 <br />111" HOOK <br />I J1. I <br />CLEM OUT REQUIRED <br />FOR INSPECTION <br />FIN <br />A TA�ORTIl :A� <br />TO HORIZONTAL <br />FE <br />REBARWtlY'HOOK <br />13AR SIZE] 48 BAR DIA- <br />14 <br />m <br />#3 19, <br />#4 2 <br />CMU UNIT DIMENSIONS <br />A RE NOMINAL SIZES <br />#5 <br />#6 <br />OFFSET METHOD <br />CONTINUOUS FSARS-T48 BAR DA <br />1 #3 ig. <br />< <br />#7 <br />METHOD <br />#4 24" <br />16 MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL <br />HORIZONTAL/VERTICAL <br />31' <br />3 SCALE: 34'=T-O" <br />SC! <br />NEW REINF BAR <br />SECURED Wl 2- PART <br />EPDXY. MIN. EMBED <br />6", UNO <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />US E AND <br />PRE PARATION OF <br />HOLE <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />A <br />SCALE 31N*=l'-U' <br />r <br />Il N. RONALD REAGAN B1 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX, 407-7744078 <br />www.abdesigngroup.com <br />ui <br />0 <br />K-w lu <br />Lu <br />0 0 <br />k I <br />- z4x 11 <br />--7 <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C <br />IPROJZCT# <br />04181.04C-10121 <br />moDmr- <br />E401 <br />"2828-ENSLEY' <br />GAMAGE SIWMG, <br />LEFT <br />PAGF. <br />DErAILS <br />Q160 MPH EXP. j <br />A. A <br />NO <br />FIPFtINT =7 <br />DATE: 12/07/21 ' <br />scALm: 1/4"=l'-0" <br />SHEET <br />Sl. 2A <br />�% 'A <br />