Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />g <br />N <br />°< <br />Q. <br />"I <br />Q <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />0'- FIN. FLR. <br />TIE ERTIGAL REBAR <br />. <br />° . <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z X <br />ul <br />#3 18" <br />>O <br />#4 24" <br />h () <br />#5 30" <br />#6 36' <br />#T 42" <br />HORIZONTAUVERTICAL <br />(D----REINFORCING <br />SCALE: 314"=1'-0" <br />z <br />f <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�- <br />J. <br />SPACING REQUIREMENTS <br />UE <br />U) <br />Z <br />8"CMU WALL <br />TOP Of SLAB <br />°' <br />TOP OF SLAB <br />�" SEE SLAB SCHEDULE SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />Z w �• ° <br />g > <br />EXT. PORCH SLAB <br />4" CHAMFER (iSTORY) <br />#3 <br />18' <br />�U ° <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2STORY) <br />JOINT (WHERE <br />APPLICABLE) <br />Z_ <br />MATCH STEEL <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />3S, <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />42" <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />OOTING <br />&hq" <br />CALE: 3/4"=V-0" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY <br />SCALE: <br />1441 N. RONALD REAGAN BLVD <br />LONG DID, FL327W <br />PH: 407-774-6018 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />w <br />a <br />p� <br />DTI <br />J <br />p <br />Q <br />IL <br />C <br />SLJ8DIV. de LAT <br />ABBOTT <br />PARK <br />LOT #12 <br />BLK #15 <br />PROJECT* <br />04181.000-12151 <br />MODEL" <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />