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TIE VERTICAL REBAR <br />TO HORIZATIIXJAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM '4' <br />VARIES PER ELEV- • <br />71E VERTICAL REBAR �� <br />TO HORIZONTAL 7 <br />° e <br />GROUTED BOND BEAM <br />- VARIES PER ELEV. <br />. n 1441 N. RONALD REAGAN BLVD. <br />.° LONGWOOD, FL32750 <br />a : PH: 407-77"O.18 <br />c <br />FAX: 407-774-0078 <br />w AbdesWgroup.eom <br />AA #: 0003325 <br />p <br />b <br />i0 <br />s <br />O <br />g <br />p <br />BAR SIZE 48 BAR DIA I <br />#4 2CMU UNIT 4" m ONS <br />ARE NOMINAL SIZI IZES <br />#6 30 OFFSET METHOD CONTINUOUS BAR SZE 46 BAR DIA <br />HORIZONTAWMETHOD 24 O16 ERTICAL HORIZONTAWERTICAL #s 30' 3 MASONRY SYMBOLS SCALE:3/4-l'-0• to <br />1 REINFORCING REINFORCING #36 <br />#67 47'K w <br />SCALE: 3�4"=1'-0' SCALE: <br />O <br />NEW REINF, BAR <br />SECURED W/2-PART <br />n g EPDXY. MIN. EMBED <br />] 6"• UNO <br />d FOLLOW ALL MANE. <br />o SPECIFICATIONS FOR <br />I <br />m USE AND <br />j PREPARATION OF <br />HOLE. <br />. <br />4 <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: <br />atn3nly. At LflT: <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE: 4C <br />P1�OJECT* <br />04181.04C-01141 <br />MODM : <br />3EEB <br />"2260—ELSTON" <br />GARA16E BWMWCF: <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH E <br />DRurr <br />ATM 10/26/21 <br />SCALE: 1/4"=1'-0" <br />8*11= <br />St.2A <br />