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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />ORBONDBEAM <br />VARIES PER ELEV. <br />Z <br />aI .a <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />1 - TIELERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA. <br />Z w #3 18" <br />> #4 24" <br />0 #5 30 <br />#6 W. <br />47 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=l'-T <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />`SEE SLAB SCHEDULE W <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA > <br />4" CHAMFER (1STORY) #,3 18" <br />W/ 1/2" ISOLATION 6" CHAMFER (2STORY) <br />JOINT (WHERE #4 24" <br />APPLICABLE) Z MATCH STEEL #6 30" <br />6" PVC CHASE N PEFORCEM NT 06 36" <br />R <br />THRU FOOTING � _#7 42" <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />(Dlt� <br />. _ n TOP OF SLAB <br />d <br />e� <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />R �� <br />■ o <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O0/ MASONRY SYMBOLS <br />3 SCALE: 314"=1'-0" <br />IS N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Y <br />z <br />dJ <br />4M <br />ifflow <br />Y <br />aysn:v & for <br />ABBOTT PARK <br />LOT #9 <br />BLK #11 <br />PROJECTI/ <br />04181.000-09111 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />JAN 216 <br />Dom' 01/20/21 <br />8cA* r- 1/4"=1'-0" <br />B*Ec= <br />S1.2A <br />