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TIE VERTICAEBAR <br />TO HORIR ZONTAL <br />REL R <br />BAW/ta'HOO" <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />a <br />N <br />• i ea. <br />N5 BARS <br />5 <br />S CLEAN OUT REQUIRED 1'd' <br />FOR INSPECTION <br />Feel 0 <br />� to <br />0'-0" FIN. FLR. <br />TIETVERTICAL REBAR <br />• . - TO HORIZONTAL El § <br />REBAR W/1a'HOOK <br />BAR SIZE 48 BAR DIA �F-- <br />i rc ip 18 <br />i CMU UNIT DIMENSIONS <br />68 <br />#5 30" ARE NOMINAL SIZES <br />42 O 3 MASONRY SYMBOLS <br />HORIZONTAUVERTICAL �K SCALE: 3/4"=1'-0" <br />REINFORCING <br />' SCALE: 31,V=TT <br />STEEL REINFORCING IN GROUTED <br />z CELL SEE PLAN FOR SIZE AND <br />f SPACING REQUIREMENTS <br />o <br />O 8" CMU WALL <br />� m <br />t- as 0'-X <br />TOP OF $LAB - n TOP OF SLAB <br />• " - SEE SLAB SCHEDULE �a <br />W, PORCH SLAB BAR SIZE 48 BAR DIA <br />W/ 1/7. ISOLATION 4" CHAMFER (I -STORY) <br />6"CHAMFER (25TORY) <br />JOINT (WHERE #4 24" <br />APPLICABLE) MATCH STEEL H5 30" <br />REINFORCEMENT 36„ <br />S' PVC CHASE iv PER SCHEDULE IT. PVC CHASE THRU FOOTING <br />THRU FOOTING 47 47 <br />MATCH STEEL <br />SEE SCREDULE REINFORCEMENT <br />FOR W.D, BAR SIZE PER SCHEDULE <br />AND 8AR6UANnTY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX 407-7744078 <br />V w Abdmigngroup.corn <br />AA 8: 0003325 J <br />a <br />4 <br />F <br />lid <br />C <br />i <br />Cr <br />i <br />BUBDIV. & L074 <br />ABBOTT PARK <br />LOT #8 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-08121 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />AA <br />NO <br />D M- 12/07/21 <br />8CALE: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />