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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELE <br />• I .4 <br />4 A, CLEAOUT REQUIRED <br />FOR INSPECTION <br />'� ', :•4 .r I TIEVERTICAL REBAR <br />T TO HORIZONTAL <br />;a,;•' REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA <br />#3 18" <br />#4 24" <br />5 0 <br />#5 30" <br />#6 36' <br />#T aT <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: " <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o a <br />SPACING REQUIREMENTS <br />�a <br />0. <br />8" CMU WALL <br />bE <br />TOP OF SLAB <br />: 4' TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />^ 4" CHAMFER (1STORY) <br />LMATCH <br />BAR SIZE 48 BAR DIA. z <br />a <br />! r : " •4 .: <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2-STORY) <br />#3 18 M <br />i <br />JOINT (WHERE <br />L <br />#4 24' <br />.4= <br />APPLICABLE) <br />STEEL <br />#5 30" <br />8" PVC CHASE <br />a REINFORCEMENT <br />#6 38 <br />THRU FOOTING <br />PER SCHEDULE <br />#7 47' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEE SCHEDULE <br />- PER SCHEDULE <br />FOR MD, MR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />8" <br />El § <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />© MASONRY SYMBOLS <br />3 SCALE: 3/4"=T-G' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />i <br />6 <br />C <br />9VHDIV d0 I.oT <br />ABBOTT PARK <br />LOT# 15 <br />BLK. 11 <br />PROJffiCT <br />04181.00 —15111 <br />U0DEU <br />4EWB <br />"1499—FREEPORT' <br />GAliAGE AWING: <br />RIGHT <br />PAGIfl: <br />DETAILS <br />160 MPH EXP. C <br />