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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />GROUTED BOND BEAM <br />p CLEAN OUT REQUIRED <br />K FOR INSPECTION <br />m . <br />Iq <br />0'-0'TIFIN. FLR. <br />.P ,'.° .: <br />TIE ERCAL REBAR <br />.� <br />TO HORIZONTAL <br />... °.: <br />REBAR W/ 10' HOOK <br />BAR SIZE 148 BAR DIA <br />Z <br />#3 18' <br />1' > <br />#4 24• <br />0U <br />#5 30" <br />#6 36" <br />#7 4r <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4'=1'-0' <br />& <br />EXT. PORCH SLAB <br />W/ 11. ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Y <br />SPACING REQUIREMENTS <br />�W <br />U <br />�eL <br />O rn <br />Z <br />8• CMU WALL <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />CHAMFER (2STORY) <br />Z MATCH STEEL <br />E REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 <br />BAR SIZE 148 BAR DIA. I <br />Z w <br />> <br />M OU <br />#3 <br />18' <br />#4 <br />24" <br />#5 <br />30' <br />#6 <br />36' <br />#7 <br />42" <br />,G <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />o1 <br />�, 8" , <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONOWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeaWngroup.eom <br />AA M: 0003325 <br />uj <br />O <br />Wo <br />9 <br />[SUMIV. 1C L02' <br />ABBOTT PARK <br />LOT #3 <br />BLK. #8 <br />PROJECT <br />04181.00t 03082 <br />uonEL: <br />4EBB <br />"1828-CALL" <br />GARAGE BVMCG-. <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />r <br />:.� <br />I u-N., <br />WNT LMc7ul.. <br />11/25/19E: 1/4-=1'-0"T 2A <br />