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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W110" HOOK <br />GROUTED BOND BEAM <br />REBAR <br />TIE VERTICOALAL <br />VARIES PER ELEV. <br />- <br />4 <br />HOR <br />TO IZNT <br />REBAR W/ <br />g <br />° <br />°- <br />° <br />i\v <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />tV <br />Q. <br />I•.. <br />a. <br />¢ <br />Q <br />•lae <br />O <br />a:#5 <br />BARS <br />• <br />Q <br />0 <br />• <br />8" <br />10" HOOK <br />_ <br />17 <br />4-1 <br />° <br />CLEAN OUT REQUIREDwe <br />O 2El <br />K <br />m <br />- <br />FOR INSPECTION <br />° <br />O <br />l <br />� <br />• L. ; <br />0'-0" FIN. FLR. <br />0 <br />m <br />-� TIE RIZONTAEBAR <br />• •° ° TO HORIZONTAL <br />- REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA <br />< <br />Z <br />O <br />#3 18" <br />24"U <br />C.0 UNIT <br />ap ARE NOMINAL SIZESNS <br />M <br />#5 30" <br />#� 4z " <br />OFFSET <br />METHOD <br />CONTINUOUS BPRSIZE 48B 8 DIA <br />METHOD #4 24" <br />• <br />�/ MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL <br />HORIZONTAL/VERTICAL <br />#5 30', <br />3 <br />3 SCALE: 3/4"=1'-0" <br />REINFORCING <br />�� <br />REINFORCING <br />SCALE: 3/4"=1'-(Y <br />1 SCALE: 314'=1'-(Y' <br />8"z8' 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 />m DOWEL IN FOUNDATION. <br />r,,-'�DOUBLE FILLED CELL <br />Y <br />SCALE: 3l4"=T-0" <br />F—ARCN IT E C T 8 <br />6 <br />G0 i gn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.wm <br />L AA #: 0003325 <br />b <br />0 <br />q <br />C <br />F <br />2 <br />StMDIV. to X10 <br />74 <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />PROJECT# <br />03719.001- 22141 <br />M0DEL: <br />"2045-I.ANTANA" <br />GARAGE STUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50MPH E <br />202 <br />PRINT 03/02/21 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />