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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />IE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10 HOOK <br />rrTG <br />` <br />VARIES PER ELEV. <br />Z <br />a. <br />Q <br />ill <br />ROUTED BOND BEAM <br />VARIES PER ELEV. <br />° <br />Z <br />a <br />i <br />a. <br />5 <br />O <br />#5 BARS <br />�i m <br />a <br />J-� <br />B„ <br />I_ 10"HOOK <br />_ <br />Ik- <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />mo <br />o z <br />Ou <br />m <br />a <br />a <br />d <br />� <br />`� <br />a ° <br />• <br />3 <br />�. <br />—_ <br />•—+.tea a <br />�., <br />• a 5°° <br />O <br />I <br />I <br />O <br />O-0 FIN. "IO <br />^a • TIE RREBAR <br />TO HORIZONTAL <br />REBAR W110" HOOK <br />BAR SIZE 48 BAR DIA. <br />� 1-0 �e <br />° <br />O <br />30„ <br />#6 <br />#7 42' <br />HORIZONTAL/VERTICAL <br />op ARE NOMINAL r.1 UNIT DIMENSIONS <br />• <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=V-0" <br />OFFSET METHOD CONTINUOUS BAR��SIZE `B 8 DIA <br />METHOD #4 24" <br />HORIZONTALNERTICAL #s 30" <br />REINFORCING <br />REINFORCING <br />SCALE: 3/4"=1'-0' <br />1 SCALE'. 3/4"=1'-0" <br />A E C N I T E C T E1 <br />6 <br />ms o n <br />G IF ia <br />01 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774{078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 i <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813-886-2802 <br />SVSDIV. ea I.OT <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT# <br />03719.001-19161 <br />MODET • <br />3278—JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />1. 150 MPH EXP. C <br />