Laserfiche WebLink
R TIE VERTICAL EBAR <br />�c <br />TO HORIZONTAL <br />REBAR W! 10" HOOK <br />Z <br />Z <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />e <br />Z <br />E <br />a. <br />•I <br />5 <br />0 CLEAN OUT REQUIRED <br />w - FOR INSPECTION <br />m <br />a .I. <br />' <br />0`0 FIN. FLR. <br />- , <br />TIE RTICAL REBAR <br />. <br />• <br />TO HORIZONTAL <br />- n <br />REBAR W110" HOOK <br />BAR S17EI 48 BAR DIAL <br />Z� <br />#3 18.1 <br />> <br />M 0U <br />#4 24" <br />#5 30 <br />#6 36' <br />#7 42 <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: a <br />WW <br />O U <br />O <br />NEW REINF. BAR <br />O.J. <br />K (J) <br />SECURED W/ 2- PART <br />(L <br />I <br />EPDXY. MIN. EMBED <br />J <br />6, UNO <br />FOLLOW ALL MANF. <br />= Q <br />0 <br />SPECIFICATIONS FOR <br />_ <br />USE AND <br />m <br />PREPARATION OF <br />Z <br />HOLE. <br />W <br />Qe <br />4 <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 31-1'-11 <br />OFFSET METHOD CONTINUOUS BAR6IZE a6BAR°'" <br />METHOD #4 1 24' <br />HORIZONTAL/VERTICAL #6 1 3°' <br />NFORCING 9 <br />2 #7 42' <br />SCALE: REI3/4"=1'-0" <br />#S BARS <br />01 <br />B� <br />El <br />•• col <br />■ o <br />T� <br />CMU UNIT DIMENSIONS <br />in ARE NOMINAL SIZES <br />O0/ MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774E078 <br />FAX 407-7744078 <br />www.abdes gngroup.mm <br />AA #: 0003325 <br />w <br />vl <br />� <br />� <br />� <br />s <br />9 <br />p <br />m <br />0 <br />SUDDIV. dC IAT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT�y <br />04181.000-07091 <br />MODEL• <br />4EHB <br />"2605— HAYDEN" <br />GARAGE S'WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH & C <br />