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TIE VERTICAL RESAR <br />TD HORIZONTAL <br />REBAR W/IO'HOOK <br />-GROUTED BOND BEAM <br />I .L VARIES PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />I <br />TIEVERTICAL REBAR <br />�. 2 • <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZE <br />48 BAR DIA <br />�,,����II'' <br />Z W <br />#3 <br />18' <br />> <br />#4 <br />I'll#5 <br />30" <br />#8 <br />38" <br />HORIZONTAUVERTICAL <br />#7 <br />42' <br />REINFORCING <br />� <br />SCALE: 3/4"=P-0" <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />0 <br />w <br />IL <br />0 <br />Z <br />8" CMU WALL <br />0 <br />m <br />B-0" w <br />TOP O4' TOP OF SLAB <br />`SEE SLAB SCHEDULE Z w .4 4•• •. <br />BAR SIZE 48 BAR DIA `1 > <br />/ 4" CHAMFER (1-$TORY) 03 18" M V . t 4 < 4 <br />8" CHAMFER (2STORY) <br />• #4 24' <br />Z MATCH STEEL 4 <br />#5 30' <br />'i REINFORCEMENT <br />PER SCHEDULE #8 <br />#7 42' 8" PVC CHASE THRU FOOTING <br />42' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR. BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />04THRU FOOTING <br />SCALE: 314"=1'-U° <br />#5 BARS <br />0 mj,. 8" ,.-Ilcc <br />oli <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abd4soVoup.com <br />AA #: 0003325 <br />p <br />L <br />b <br />W <br />L� <br />yf <br />O <br />sysniv. ae Los: <br />SILVERADO <br />LOT #9 <br />BLK #18 <br />PllOJmCT#I <br />04128.002-OML <br />4EBB <br />"1828-CALI" <br />GAMAOS STIEWM <br />RIGHT <br />PAdIM <br />DETAILS <br />150 MPH EXP. B <br />10 <br />DA 10/09/110 <br />sCAM 1/4"=1'-0" <br />mmmmm <br />S1.2A <br />