Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />w <br />' <br />0'-0" FIN. FLR. <br />.,• :tee '. <br />TAER RESAR <br />_ S <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z <br />#3 18" <br />`i p <br />04 24" <br />U <br />#5 30" <br />#6 36" <br />#7 41' <br />HORIZONTAUVERTICAL <br />0­—REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/7' ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />- <br />THRU FOOTING <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a rar <br />d' G <br />SPACING REQUIREMENTS <br />COW <br />U <br />Z <br />8" CMU WALL <br />00 <br />i <br />0 <br />M <br />SEE SLAB SCHEDULE <br />,. 4" CHAMFER (15TORY) <br />6" CHAMFER(2STORY) <br />Z MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />ANDBARQUANTITY PVC CHASE <br />THRU FOOTING <br />4 <br />Z 0_ <br />BAR SIZE 48 BAR DIN uJ <br />#3 16' U <br />#4 24" <br />#5 30" <br />#7 47' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5BARS <br />a <br />8" <br />m; <br />1,-0« <br />ID-i- <br />C.0 UNIT DIMENSIONS <br />a co ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />3 SCALE: 3/4"=T-O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.com <br />AA M: 0003325 <br />M <br />Igo <br />lit <br />G <br />DAM 5/06/21 <br />9C,&=: 1/4"=1'-0" <br />armor <br />S1.2A <br />