Laserfiche WebLink
TIE VERTICAL RE_ <br />TO HORIZATIONAL <br />REW/ "I HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />/ <br />< <br />-— <br />TO HORIZONTAL <br />BAR0" <br />�.R.LITE.BOND SEAM <br />Z d <br />VARIES PER ELEV. <br />, <br />' <br />i <br />d. <br />5 <br />5 <br />e Ia. <br />•d <br />Q <br />Q <br />#5 BARS <br />• <br />a <br />a <br />� <br />1 <br />FEII <br />jy�10" HOOK <br />O CLEAN OUT REQUIRED <br />d <br />� a '• �. <br />' —� <br />a 4 <br />'d � <br />.tea ° as <br />Q FOR INSPECTIONcc <br />•Q <br />O I <br />4mm <br />1111kkc <br />0'-0" FIN. FLR. <br />ea TIE ERREBAR <br />° <br />AL <br />TO HORIZONTAL <br />b <br />Ell <br />-d.:- REBAR W/ 10" HOOK <br />//�y`.- <br />BAR SIZE 48 BAR DIA. <br />Z _� <br />O <br />#3 18, <br />° <br />C.0 UNIT DIMENSIONS <br />ARE NOMINAL S17ES <br />M5 <br />#6 <br />#� 4z' <br />OFFSET METHOD <br />CONTINUOUS <br />METHOD <br />BAR SIZE 488is- <br />04 24' <br />O" MASONRY SYMBOLS <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />06 30' <br />3 <br />' SCALE: 3/4"=1'-0" <br />REINFORCING <br />REINFORCING <br />#7 41 <br />1 SCALE: 3/4"=T-(P'uJ <br />C1 W <br />NEW REINF. BAR <br />y <br />0, a <br />I SECURED W/ 2-PART <br />EPDXY. MIN. EMBED <br />g <br />Q <br />1 <br />1 6%LINO <br />FOLLOW ALL MANF. <br />to 0 <br />SPECIFICATIONS FOR <br />H K <br />anPREPARATION <br />USE AND <br />OF <br />Z <br />W <br />HOLE. <br />d <br />Uq <br />ad <br />d. <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-U' <br />APR <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />W W"bdaigngroup.com <br />L AA M: 0003326 <br />w <br />f <br />0 <br />m <br />aunty ac I.OT <br />ABBOTT <br />PARK <br />LOT# 25 <br />BLK# 11 <br />PROJECT# <br />04181.000-25111 <br />moDELo <br />"AISLE" <br />2007 <br />GARAGE 81RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />