Laserfiche WebLink
I <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/1(1'HOOK <br />GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-dFIN. FLR. <br />+� <br />° <br />TIE ERT'' C REBAR <br />° • 4 <br />° <br />TO HORIZONTAL <br />REBAR W/10'HOOK. <br />a — <br />BAR SIZE 148 BAR DIA. <br />#3 18.1 <br />#4 24" <br />D <br />#5 30 <br />#6 36' <br />#7 4z' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />(D <br />SCALE: 3/4"=1'-d' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />SPACING REQUIREMENTS <br />�n <br />ON <br />8"CMU WALL <br />TOP OF SLAB <br />q' TOP OF SLAB <br />EXT. PORCH SLAB <br />EESLAB SCHEDULE <br />CHAMFER (1STORY) <br />BAR SIZE 48 BAR CIA <br />qa° <br />' ° 4 a <br />W/ 1/2'ISOLATION <br />" CHAMFER (25TORY) <br />#318 <br />JOINT(WHERE;�;E:: <br />#4 24" <br />APPLICABLE) <br />ATCH STEEL <br />#5 3d' <br />6" PVC CHASE <br />f REINFORCEMENT <br />H <br />38, <br />THRU FOOTING <br />PER SCHEDULE <br />07 42' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FORD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTRY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE:.14 14' <br />#5 BARS <br />FEII <br />8" <br />■ 4 <br />T 1 � <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />SCALE: 3/4..=1,-01, <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />WW Abdeslgngroup.eom <br />AA #: 0003325 <br />adIt <br />It <br />BvaDIV. ee LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #7 <br />PItoizcT# <br />04181.000-35071 <br />acODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE Banda: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />P2 <br />P41"A ♦p �y�M � <br />D � 9/21/21 <br />BCALE: 1/4"=1'-0" <br />821EXT <br />S1.2A <br />