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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />R._I, W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z ° <br />O CLEAN OUT REQUIRED <br />Od' FOR INSPECTION <br />TIE`/ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z� 03 18" <br />#4 24" <br />M U #5 30" <br />#6 36 <br />#7 42" <br />HORIZONTALNERTICAL <br />0 REINFORCING <br />SCALE: 3/4"=1'-0" <br />z <br />STEEL REINFORCING IN GROUTED <br />g0 a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />UT-4 <br />0EL <br />N <br />Z <br />8" CMU WALL <br />O <br />TOP OF SLAB <br />° - TOP OF SLAB <br />Z w <br />SEE SLAB SCHEDULE <br />~ <br />7MATCH <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB <br />< 4" CHAMFER (15TORY) <br />#3 IF, <br />W/ 10 ISOLATION <br />6"CHAMFER(2-STORY) <br />JOINT (WHERE <br />#4 24" <br />APPLICABLE) <br />Z <br />STEEL <br />#5 30" <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />38" <br />6" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />#7 42" <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=i'-0" <br />#5 BARS <br />V-0" <br />FF I <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />Wwwm sbdeslgngroup.00 <br />AA N: 0003325 <br />� <br />r <br />z <br />4 <br />aysa:v a. t 01r <br />ABBOTT PARK <br />LOT #11 <br />BLK #10 <br />Paoi= <br />04181.00 -11102 <br />MODEU <br />3EKB <br />"1405- KEYSTONE" <br />GA ACM 9WDFG: <br />RIGHT <br />PAGE.''. <br />DETAILS <br />160 MPH EXP. C <br />