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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV, <br />° <br />A <br />TO HORIZONTA <br />REBAR W/ 10" HOOK <br />a <br />GROUTED BONLD BEAMi <br />VARIES PER ELEV. <br />r' <br />Z � - <br />° <br />tV <br />o_ <br />g <br />0 <br />0 <br />#s BARs <br />. bo <br />I. <br />10" HOOK _ <br />• <br />5 <br />°a <br />o ° <br />m <br />a <br />O CLEAN OUT REQUIRED <br />Z <br />Qw FOR INSPECTION <br />_ <br />m <br />• • <br />O <br />0'-0" FIN. FLR. <br />° O <br />A ° TIE ERREBAR <br />° °� <br />3 TO HORIZONTAL <br />° <br />Eli <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIAL <br />° <br />Z x <br />#4 24„ <br />CMU UNIT DIMENSIONS <br />Eo ARE NOMINAL SIZES <br />OFFSET METHOD <br />CONTINUOUS BARSIZE 48 BAR DIA. <br />#3 18' <br />METHOD #4 2,f <br />U #5 <br />#6 38' <br />#7 42" <br />V79,/ MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL <br />HORIZONTALNERTICAL <br />#6 30" <br />* 3 SCALE: 3/4"=1'-0" <br />REINFORCING <br />2 <br />s REIN FORCING <br />0 4z <br />1 SCALE: 3 <br />&W!' MASONRY COLUMN W/ <br />(2) #5S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />& EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/#5 <br />b�DOWEL IN FOUNDATION. <br />OR <br />�DOUBLE FILLED CELL <br />SCALE: 3/4"=1' 0" <br />A I C I IT I C T E <br />GDesinn <br />141 N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />AA #: 0003325 <br />R <br />C <br />SUHDIV. de IAT <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT# <br />3719.001-16161 <br />MODEU <br />"2045—LANTANA" <br />GARAGE BMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />5 PH W. j <br />