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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />- GROUTED BOND BEAM <br />g <br />fV <br />°+ <br />a <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIELERTICAL REBAR <br />°," 2 • TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZE 148 BAR DIA <br />ZIX %3 16 <br />Ill <br />f >O #4 24" <br />U %5 30 <br />#6 36' <br />#7 47' <br />HORIZONTAUVERTICAL <br />0 REINFORCING <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />_ <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Lu <br />Y J <br />a <br />00to <br />.� Z <br />6" CMU WALL <br />� <br />o <br />M <br />_ <br />4 �r ur sine <br />EE SLAB SCHEDULE Z W° <br />BAR SIZE 48 BAR DIA > <br />4" CHAMFER(1STORY) 1S, M U <br />6" CHAMFER (2STORY) <br />• #4 24" <br />Z ATCH STEEL ° <br />#5 30' <br />2 REINFORCEMENT <br />PER SCHEDULE 8" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR. BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3/4"=1'-0" <br />#5 BARS <br />FE-I <br />0 t <br />1'-0" <br />a <br />E 4 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosoVoup.com <br />AA #: 0003325 <br />as <br />StnmDIV so MAIN <br />SILVERADO <br />LOT #7 <br />BIX #17 <br />04 128, 47171 <br />kOD=L <br />4EBB <br />"1828—CALI" <br />GAMAGN ewnM: <br />RIGHT <br />PAGI4: <br />DETAILS <br />150 MPH EXP. B <br />=CAI. 1/4"=1'-0" <br />S1.2A <br />