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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />N <br />°I <br />O CLEAN OUT REQUIRED <br />a FOR INSPECTION <br />v I. <br />` I - <br />0'-0"FIN. FLR. <br />-A <br />- <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA <br />Z <br />#3 18" <br />> <br />#4 24" <br />#5 3W <br />#6 31- <br />#7 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />mw <br />U <br />O n7 Z 8" CMU WALL <br />TOP OF SLAB q - TOP OF SLAB <br />° SEE SLAB SCHEDULE Z w <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > q <br />W/ i/2" ISOLATION 4" CHAMFER (1STORY) #3 181, �,� L) <br />6" CHAMFER(2STORY) <br />JOINT ' • #4 24" a°= <br />APPLICABLE) Z MATCH STEEL #5 30" <br />REINFORCEMENT <br />6" C CHASE PER SCHEDULE 42 6" PVC CHASE THRU FOOTING <br />PV <br />6" PV FOOTING #7 39' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />4 <br />8" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN <br />BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeskgngroup.com <br />0T <br />I. <br />sXMDTV. Sc LOT <br />,41 <br />ABBOTT PARK <br />LOT #3 <br />BLK #11 <br />PROJECT* <br />04181.000-03111 <br />MODEL: <br />4EBB <br />"1828- CALI" <br />GARAGE 81111MG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH ER. C <br />DRAT�E. Ol/19/21 <br />sCALE: 1/4"=1'—O" <br />sHEET <br />S1.2A <br />