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TIE VERTICAL REBAR <br />R <br />TO HORIZATIONAL <br />RGOEBAR W/ 10" HOOK <br />RUTED BOND BM <br />TIE VERTICAL REBAR <br />Jc- <br />VARIES PER ELEV. <br />/ <br />.. <br />d <br />4 <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />° <br />- <br />GROUTED BOND BEAM <br />N <br />a <br />VARIES PER ELEV. <br />• <br />#5 BARS <br />10' HOOK <br />8" <br />-47 <br />••° `' <br />° <br />• <br />• <br />a <br /><_ CLEAN OUT REQUIRED <br />�— <br />• �.,- <br />--� <br />a FOR INSPECTION-° <br />- <br />•�A° ° <br />:n <br />0'-0" FIN. FLR. <br />ea <br />TIE ERTICAL REBAR <br />• <br />°d TO HORIZONTAL <br />•�� <br />a $ <br />REBAR W/ 10" HOOK <br />—` <br />BAR SIZE 48 BAR DIA. <br />X F <br />i <br />#3 18•' <br />#4 24" <br />CMU UNIT DIMENSIONS <br />OFFSET <br />METHOD <br />CONTINUOUS <br />BARBIZE 48BARDIA. <br />O <br />05 3 <br />#6 36i 6" <br />ARE NOMINAL SIZES <br />#7 42' <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />METHOD <br />#3 16' <br />#4 24•• <br />#5 3a <br />g/�/ 3\�MASONRY SYMBOLS <br />* SSCALE:3/4'=T-a' <br />REINFORCING <br />REINFORCING <br />#B 35' <br />2 <br />#7 42" <br />SCALE: 3!4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />NEW REINF. BAR <br />SECUREDW/2-PART <br />EPDXY. MIN. EMBED <br />5 <br />8•', UNO <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />USE AND <br />J <br />PREPARATION OF <br />HOLE. <br />1c. AL d <br />d <br />d. <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=T-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.607E <br />FAX: 407-774407E <br />www.abdesigngroup.com <br />L AA #: 000332E <br />M <br />g <br />A <br />L-' <br />-LL <br />19 <br />SUDDIV. ae LOT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PROJECT# <br />04181.000-17091 <br />MODEL: <br />3EEB <br />"2260— ELSTON" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />