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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />N <br />L <br />5 <br />a <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />Go <br />• <br />0'-0' FIN. FLR. <br />4 a <br />TIE ERTICAL REBAR <br />a <br />TO HORIZONTAL <br />. <br />• <br />4.: <br />REBAR W/ 10' HOOK <br />BAR SIZE <br />48 BAR DIA. <br />z <br />N3 <br />18, <br />0 <br />k4 <br />M5 <br />24' <br />30• <br />JI8 <br />36' <br />k7 <br />42' <br />HORIZONTAUVERTICAL <br />�1 <br />REINFORCING <br />SCALE: 3W=1'-0' <br />z <br />STEEL REINFORCING IN GROUTED — <br />CELL SEE PLAN FOR SIZE AND <br />p a SPACING REQUIREMENTS <br />mW <br />U <br />8' CMU WALL <br />g <br />\-+- TOP OF SLAB 4 TOP OF SLAB <br />SEE SLAB SCHEDULE Z w d <br />E%T. PORCH SLAB BAR SIZE 48 BAR DIA. Z" > n <br />4' CHAMFER (1STORY) O <br />W/ 1/2' ISOLATION 6- CHAMFER (2-STORY) U a - <br />JOINT (WHERE <br />APPLICABLE) Z MATCH STEEL p5 30' <br />2 REINFORCEMENT <br />2 <br />6' PVC CHASE PER SCHEDULE 38' v 8' PVC CHASE THRU FOOTING <br />THRU FOOTING *7 42• <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 />R5 BARS <br />■ aG <br />,. 8" ,. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX- 407-774-4078 <br />wwwsbdesigngroup.com <br />AA 8: 0003326 <br />h <br />W <br />y� <br />a <br />ll <br />mm <br />eUNDIV & 71074 <br />ABBOTT PARK <br />LOT #7 <br />BLK #11 <br />PRO"mTop <br />04181.000-07111 <br />MODMX.: <br />4EWB <br />"1499-FREEPORT" <br />GARAGM Bwixa: <br />LEFT <br />PAOffi: <br />DETAILS <br />160 MPH EXP. C <br />