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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />L.. <br />5 <br />Q <br />CLEAN OUT REQUIRED <br />¢d' FOR INSPECTION <br />m , <br />. A •a . I .. TIETvERTICAL REBAR <br />TO HORIZONTAL <br />e.: REBAR W/ 10" HOOK <br />_�II�� BAR SIZE 48 BAR DIA. <br />Z #3 16' <br />#4 id <br />U #5 #6#7 <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3l4"=1'-0" <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 a SPACING REOUIREMENTS <br />U <br />C) Z 8' CMU WALL <br />TOP OF SLAB 77 4 TOP OF SLAB <br />SEE SLAB SCHEDULE Z W a + <br />N91ZE 48 BAR DIA.EXT. PORCH SLAB 4" CHAMFER (i-STORY) 18"W/ 1/2"ISOLATION 6" CHAMFER (2STORY)JOINT(WHERE 24" <br />APPLICABLE) ZATCH STEEL 30" <br />6"PVC CHASE REINFORCEMENTPER SCHEDULE 6" PVC CHASE THRU FOOTING <br />THRU FOOTING 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />&H� <br />#5 BARS <br />El <br />* 8" <br />0 <br />W <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />144i N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />� <br />� <br />b <br />y7p�j <br />ymp�j <br />sUBDIV. Al. LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #15 <br />PROJECT* <br />04181.000-04151 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />17 <br />DAT- 08/13/20 <br />SCALE: 1/4"=1'-0" <br />QiiEET <br />s1.2A <br />