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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />Z a <br />-J, VARIES PER ELEV. <br />•- <br />a <br />o_ <br />.Io• <br />O <br />Q <br />O <br />� <br />#5 BARS <br />■ m <br />m <br />10" HOO <br />a ..�_e <br />'° 0. <br />7-4 <br />�, �,,-a <br />a.. <br />�_° <br />'. <br />8�• <br />. <br />° <br />0 CLEAN OUT REQUIRED <br />m <br />1,-D„ <br />O: FOR INSPECTION <br />m <br />. <br />Q <br />�L <br />zd: <br />I <br />M 0'-0" FIN. FLR. <br />0 <br /><a TlE RTICAL REBAR��; <br />° <br />3 TO HORIZONTAL <br />R <br />REBAR W/10"HOOK <br />BAR SIZE 48 BAR DIA. <br />ZW <br />p <br />#3 18" <br />#4 24" <br />#5 3 <br />Q <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />BAR SIZE 48 BAR DIAOFFSET METHOD CONTINUOUS <br />#6 38" 6' <br />#T 42" <br />METHOD <br />##44 za" <br />�/�` <br />MASONRY SYMBOLS <br />HORIZONTAL/VERTICALHORIZONTAL/VERTICAL <br />#5 30" <br />* 3 <br />SCALE: 3/4"=V-0" <br />REINFORCING <br />REINFORCING <br />SCALE: 314"=l'-0" <br />;!121 42" <br />SCALE: 3/4"=1'-0" <br />A R C N IT I C T• <br />6 <br />Grouso <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdealoup.eom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 SEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 81388&2.2 <br />OINIIIIIII <br />SUDDIV. k LOT: <br />SILVERADO <br />LOT ##4 <br />BLK #14 <br />PROJECT# <br />03719.000— 04141 <br />MODEL• <br />2795- D <br />GARAGE 81WWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />