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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />- VARIES PER ELEV. <br />Z n <br />41 <br />N <br />Q <br />o CLEAN OUT REQUIRED <br />FOR INSPECTION <br />'M <br />1 <br />0'-0' FIN. FLR. <br />TIE ERTICAL E.A.R <br />4 <br />TO HORIZONTAL <br />+ <br />REBAR W/ 10' HOOK <br />BAR SIZE 48 BAR DIA. <br />Zul <br />#3 <br />18' <br />f > <br />#4 <br />24' <br />U <br />#5 <br />30' <br />#6 <br />36' <br />#7 <br />42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />1 <br />SCALE: 3/4'-1'-0' <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />mW <br />4o <br />¢O cn <br />Z <br />8' CMU WALL <br />0 <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />4' CHAMFER (1 STORY) <br />W/ 1/2' ISOLATION <br />6' CHAMFER (2STORY) <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />6' PVC CHASE <br />i <br />REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR WxD BAR SIZE <br />i Ur yr sun- 4 ivrc�rsun- <br />LU <br />BAR SIZE 48 BAR DIA. > 1 <br />e a•+ n < <br />a <br />#3 18' i�0 <br />#4 24' <br />#5 30' <br />6' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />G�THq� <br />#5 BARS <br />R.i <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGMOD, FL32750 <br />PH:407-7748078 <br />FAX: 407-774 1078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />a <br />b <br />�a <br />eUBDiV a• LOT <br />SILVERADO <br />LOT #31 <br />BLK #18 <br />PROJECT# <br />04128.002-31181 <br />HODEli <br />4EAB <br />"1672-ARIA" <br />GARAGE •WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />DRmT <br />A 06/09/20 <br />SCALE: 1/4"=1'-0" <br />eNIZET <br />S1.2A <br />