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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />- GROUTED BOND BEAM <br />.I ,d <br />g <br />a <br />� <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />Q <br />m <br />TIE VERTICAL REBAR <br />a TO HORIZONTAL <br />- -a.:- REBAR W/10"HOOK <br />BAR SIZE 48 BAR DIA. <br />Z #3 1 18" <br />#4 24" <br />m U #5 30" <br />#6 36" <br />#7 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 10 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 />SPACING REQUIREMENTS <br />8" CMU WALL <br />m <br />Vz]HA_�SEE SLAB SCHEDULE <br />CMFER (1STORY) <br />CHAMFER(2STORY) <br />ZATCH STEEL <br />2 REINFORCEMENT <br />tv PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />(DLH� <br />TOP OF SLAB- - a TOP OF SLAB <br />BAR SIZE 48 BAR DIA 2 Lu <br />#3 18" U <br />#4 24" <br />#5 30" <br />jjj34 6" PVC CHASE THRU FOOTING <br />#7 42" <br />MATCH STEEL <br />REINFORCEMENT <br />PERSCHEDULE <br />#5 BARS <br />1 <br />,. 8" ,. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />i44i N. RONALD REAGAN BLVD.' <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003326 J <br />Y <br />Z <br />h <br />� <br />M <br />- <br />8 <br />@ <br />r <br />iL <br />suEmrv. ds Lois, <br />ABBOTT PARK <br />LOT #31 <br />BLK #12 <br />PROJECT# <br />04181.000-31121 <br />HGDEX. <br />4EBB <br />"1828-CALI" <br />GARAGE s`1111ING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 PH EXP. C <br />aA <br />NO <br />DDATTZ: . 01/20/21 <br />SCALE: 1/4"=1'-0" <br />s*=XT <br />S1.2A <br />