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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ ta' HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />9 <br />TO HORIZONTAL <br />REBAR W/ HOOK <br />a <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />z <br />0 <br />0 <br />#5 BARS <br />• <br />pad <br />Ell <br />a <br />�QQmp <br />a HooK <br />zo <br />(L <br />"'_°.tea <br />�4'a <br />ao <br />_ e <br />CLEAN OUT REQUIRED <br />O Q <br />a0 Elo <br />FOR INSPECTION <br />---a-e <br />•� <br />m <br />1 -0 <br />a <br />� <br />0'-0" FIN. FIR. <br />o <br />{I. <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />°�" <br />■ <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />° <br />- <br />z ul <br />p <br />#3 18' <br />#5 3a <br />#6 36. <br />#T 47' <br />CMU UNIT DIMENSIONS <br />©ap ARE NOMINAL SIZES <br />© MASONRY SYMBOLS <br />OFFSET METHOD CONTINUOUS BAR7SIZE 488Ae DIA. <br />METHOD #4 24" <br />HORIZONTAL/VERTICAL <br />HORIZONTALNERTICAL <br />#5 30 <br />3 SCALE:3/4"=V-a' <br />REINFORCING <br />�1 <br />G <br />REINFORCING <br />SCALE: 3/4"=1'•a' <br />42; <br />1 SCALE: 3/4"=1'-0" <br />918" MASONRY COLUMN W/ <br />(2) #5'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />& EXTERIOR FACES OF THE <br />BLOCK AS SHOWNW/#5DOWEL IN FOUNDATION. <br />'a MbD <br />r_._'�DOUBLE FILLED CELL <br />A R c N I T I e T a <br />6 <br />Grown <br />Al N. RONALD REAGAN BL1 <br />LONGWOOD, FL32780 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA a: 0003325 <br />y <br />8 <br />A <br />0 <br />a� <br />C <br />a, <br />SUDDIV. at LOT: <br />SILVERADO <br />LOT#11 <br />BLK#10 <br />PItOJECT# <br />03719.001-11101 <br />MODEL. <br />"2045-LOTANA" <br />GARAGE sNING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />