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TIE VERTICAL REBAR <br />TO HORIZONTAL Z <br />REBAR W! 10" HOOK <br />GROUTED BOND BE <br />VARIES PER ELEV. <br />Z a <br />.I a. <br />Q <br />� CLEAN OUT REQUIRED <br />w FOR INSPECTION <br />v I <br />' <br />0'1Y' FIN. FLR. <br />- <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA. <br />Z M <br />#3 18" <br />W <br />#4 11, <br />M U <br />#5 30" <br />#6 36' <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />0 <br />SCALE: 3/ <br />8'k8" 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 />ao <br />❑ © -0 <br />DOWEL IN FOUNDATION. <br />r,-"\DOUBLE FILLED CELL <br />■— <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD #4 24' <br />HORIZONTALNERTICAL #5 30" <br />REINFORCING , 36; <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />0 <br />FEE-91j, <br />T 1 0 <br />CMU UNIT DIMENSIONS <br />aD <br />ARE NOMINAL SIZES <br />O /^ MASONRY SYMBOLS <br />3 <br />/ 1 SCALE: 3/4"=1'-0" <br />A a 0 N I T I C T 8 <br />6 <br />Grou0L�. <br />­ LONO-W FL -- �• <br />PH: 407-774-6078' <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GRJBLVD. <br />DRAFTING INC <br />5439 BEAUMONT CENTESUITE 1004 <br />TAMPA, FLORIDA 33FAX: 813-886-280 <br />91NIIIIY3 <br />SVHDIV. At LOT: <br />SILVERADO <br />LOT #1 <br />BLK #10 <br />PROJECT <br />03719.001-01101 <br />MODEL. <br />2368-DESTIN <br />GARAGE SWIIQG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH E B <br />IN 1 <br />DRW' 08/17/21 <br />sCAuc: 1/4"=1' — O" <br />SHEET <br />S1.2A <br />