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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10' HDOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR W/ IV'HOOK <br />z <br />- <br />n <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />•- <br />° <br />Z <br />� <br />5 <br />g <br />0 <br />0 <br />a. <br />#5 BARS <br />a� <br />10' HOOK <br />a <br />_ <br />L <br />m LL <br />Q <br />a <br />a <br />g <br />CLEAN OUT REOUtRED <br />O <br />0 <br />K <br />m <br />FOR INSPECTION <br />°Q <br />m <br />_ <br />0 <br />0'-0' FIN. FLR. <br />O <br />M <br />I{+LT <br />°�" <br />b <br />D <br />-A � TIE RTICAL REBAR <br />R <br />.. TO HIZ <br />° REBAR 1()"H OOK <br />10' HOCK <br />BAR SIZE 48 BAR OIA <br />y---x- <br />. <br />Z W <br />> <br />O <br />#3 18" <br />#4 24" <br />30 <br />CMU UNIT DIMENSIONS <br />"rn ARE NOMINAL SIZES <br />OFFSET METHOD CONTINUOUS BARsSIZE 48BA8RDIA <br />i� <br />#T 47' <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />METHOD <br />1 #4 1 24" <br />#5 1 30' <br />• <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />1 <br />REINFORCING <br />2 <br />REINFORCING <br />SCALE: 3/4"=1' 0' <br />SCALE: 3/4"=1'-0' <br />MAR 1 <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwabdesigngrouPm <br />AA #: 0003325 <br />IF 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: 813886-2802 <br />stmEr ►. ae LoT <br />SILVERADO <br />LOT #13 <br />BLK #15 <br />PROJECT# <br />7 — 1 <br />aco 2'7 <br />795— D <br />GARAGE BIF MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />OO <br />DATE 03/02/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.2A <br />