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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/1a'HOOK <br />GROUTED BOND BEAM <br />.a --- <br />o' <br />9 <br />4 <br />a.. <br />H <br />i <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-a• FIN. FL4 <br />.. <br />TIE ERTICALREBAR <br />a <br />TO HORIZONTAL <br />REBAR W/ ia' HOOK <br />BAR SIZE F48 BAR DIA <br />#3 1 18" <br />M a <br />#4 24" <br />#5 3a' <br />#6 36' <br />#7 42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />0_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />€ <br />SPACING REQUIREMENTS <br />s &' CMU WALL <br />TOP OF SLAB <br />_ <br />q' TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (15TORY) <br />BAR SIZE 48 BAR DIA"a <br />a <br />W/ V2" ISOLATION <br />6" CHAMFER (2STORY) <br />18„ <br />a <br />JOINT (WHERE <br />#4 24" <br />a <br />APPLICABLE) <br />MATCH STEEL <br />#6 3a' <br />€ REINFORCEMENT <br />#8 38" <br />e"PVC CHASE <br />h j� PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />#7 42' <br />MATCH STEEL <br />SEE S-E-LE <br />REINFORCEMENT <br />FOR W SX EMS <br />PER SCHEDULE <br />AtWWWAWM <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3�4"=1'-a' <br />#5 BARS <br />a� <br />o� <br />� <br />MI. <br />���kIIIccCMU UNIT DIMENSIONS <br />y, ARE NOMINAL SIZES <br />�M�ASSONRY SYMBOLS <br />`.\ `� / SCALE: 3/4"=1'-a' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />ww .abdsslgngroup.com <br />AA #: 0003325 <br />m <br />W <br />O <br />p <br />C <br />R <br />sLJHDIV. da LOOT. <br />ABBOTT PARK <br />LOT ##10 <br />BLK ##14 <br />PHASE 4C <br />PLtOJECT# <br />04181.04C-10141 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGE SWING - <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />aABOUCHACRA <br />AR NO W723 <br />sCAL.E: 1/4"=1'-0" <br />siIEET <br />S1.2A <br />