Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ D HOOK <br />GROUTED BONDBEA. <br />VARIES PER ELEV. <br />a <br />#5 BARS <br />9 <br />CLEAN OUT REQUIRED <br />g <br />FOR INSPECTION <br />- <br />IX-0. <br />0'-0" FIN. FUR. <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />4 <br />m <br />REBAR W/10"HOOK <br />1_ t- <br />BAR SIZE 148 BAR DIA. <br />� �•�• �[ <br />g <br />H <br />#3 18" <br />9' <br />CMU UNIT DIMENSIONS <br />Q ARE NOMINAL SIZES <br />##5 <br />#6 36 <br />#7 47' <br />HORIZONTAWERTICAL <br />g/ MASONRY SYMBOLS <br />3 SCALE: 314"=T-0" <br />�� <br />REINFORCING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />dd SPACING REQUIREMENTS <br />3� <br />s e" CMU WALL <br />TOP OF SLAB <br />• <br />TOP OF SLAB <br />" SEE SLAB SCHEDULE <br />• 4" CHAMFER ("TORY) <br />EXT. PORCH S7�� <br />BAR SIZE 488AR DIA <br />18, <br />a <br />a 'a <br />: n <br />Wl 1YY' ISOLAT6" CHAMFER 12STORY) <br />. <br />JOINT (WHERE 4 <br />#4 24 <br />APPLICABLE) MATCH STEEL <br />#5 30'• <br />REINFORCEMENT <br />6" PVC CHASE F PER SCHEDULE <br />#6 <br />6" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />#7 47' <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FDR MD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />1441 N. RONALD REAGANJBLVD.LONGWOOD, FL 327PH: 407-7746078FAX- 407-7744078 <br />www.ebdesigngroup.c <br />AA #: 0003325 <br />V <br />R <br />fu <br />a <br />y <br />Ip <br />tmDIV. a LOABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE 4C <br />R OJECT** <br />04181.04C-17121 <br />moDEL <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E)O . C <br />Im <br />PPUNT <br />DAM 02/07/22 <br />acALE: 1/4"=1'-0" <br />NPIE= <br />s1.2A <br />