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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10•• HOOK <br />GROUTED BONG BEAM <br />VARIES <br />— <br />Z <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />o] <br />0'-0" FIN. FLR. <br />n <br />TIE RTICAL REBAR <br />q <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />u��11II��'''' <br />Z LL <br />U <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />#7 <br />'3 <br />42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 34'=V-0" <br />CELLSEE <br />IN GROUTED <br />CELL SEE PLAN FORR SIZE AND <br />SPACIPLANF <br />NG REQUIREMENTS <br />U <br />0 N Z 8" CMU WALL <br />TOP OF SLAB q TOP OF SLAB <br />�aSEE SLAB SCHEDULE <br />SLAB SCHEDULE Z l�u q• <br />BAR SIZE 48 BAR DIA. > <br />EXT. PO' RCH SLAB <br />4" CHAMFER (1STORY) #3 18" <br />JOINT6" CHAMFER (2STORY) <br />(WHERE #4 24" <br />APPLICABLE) iw <br />MATCH STEEL #5 1. <br />8"PVC CHASE REINFORCEMENT #5 38" <br />PER SCHEDULE 6'• PVC CHASE THRU FOOTING <br />THRU FOOTING #7 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />, THRU FOOTING <br />SCALE: 3/4"=V-0" <br />#5 BARS <br />Ell <br />m <br />1'•0" <br />■ 4 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONAD <br />LONGWO <br />PH: 407Ljir�]- <br />4A <br />eUBDIV. as w . <br />ABBOTT PARK <br />LOT #14 <br />BLK #7 <br />PROJECT* <br />04181.000-14071 <br />MODMIA <br />4EBB <br />"1828-CALM" <br />GARAaa BMWO: <br />LEFT <br />PAGM: <br />DETAILS <br />160 MPH EXP. C <br />