Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />g <br />GROUTED BOND <br />BEAM <br />17 - <br />VARIES PER ELEV. <br />i <br />lV <br />5 <br />5 <br />O <br />p <br />¢ <br />Ia° <br />° <br />#5 BARS <br />Q <br />m <br />E <br />I <br />m <br />v <br />10" HOOK <br />b <br />8" <br />g <br />a <br />a <br />�? <br />a <br />o <br />CLEAN OUT REQUIRED <br />o� <br />m <br />FOR INSPECTION <br />°O <br />m <br />O <br />• <br />a y a <br />I <br />M <br />0'-0"FIN. FLR <br />+ O <br />-� <br />TIE ERTICAL RE BAR <br />1 <br />TOHORIZONTAL <br />TO R HORIZONTAL <br />HOOK <br />a1 <br />a R <br />BAR SIZE 48 BAR DIA. <br />ZX <br />O <br />M" <br />#3 18" <br />24 <br />#s 3 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />BAR SIZE 488AR DIA. <br />OFFSET METHOD CONTINUOUS181, <br />HORIZONTALNERTICAL <br />#6 36" <br />#7 42" <br />HORIZONTALNERTICAL <br />METHOD <br />4 24" <br />#5 30" <br />g/ MASONRY SYMBOLS <br />`,r, 3 SCALE: 3/4"=V-0" <br />�� <br />REINFORCING <br />#7 4Z•" <br />0__T2�1nORCING <br />8"x8" MASONRY COLUMN W/ <br />(2) #5'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />8 EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/#5 <br />© 5o DOWEL IN FOUNDATION. <br />DOUBLE FILLED CELL <br />4 <br />SCALE: 3/4"=i'-0" <br />Grousi �nQ <br />41 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774 4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y� <br />C <br />a <br />aUBDIV. Se LOT <br />SILVERADO <br />LOT: 19 <br />BLK: 14 <br />PROJECT# <br />03719.000-19141 <br />MODEL <br />"2045-LANTANA" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP <br />