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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />— <br />Z <br />f <br />.I as <br />O <br />CLEAN OUT REQUIRED <br />Q <br />FOR INSPECTION <br />to <br />0'-0"FIN. FUR. <br />TIE RTICAL REBAR <br />a <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />��'k`-- <br />Z u <br />M U <br />#3 18" <br />#4 24" <br />#5 30" <br />#6 36" <br />#7 42" <br />HORIZONTAUVERTICAL <br />O <br />SCALE: 3lREINFORCING <br />EXT. PORCH SLAB <br />W/ 1/7. ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE— <br />THRU FOOTING <br />5 I II I STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 a SPACING REQUIREMENTS <br />U <br />� J <br />a <br />0 Z 8" CMU WALL <br />0 <br />M <br />`4" CHAMFER (I -STORY) <br />6" CHAMFER (2STORY) <br />Z MATCH STEEL <br />E REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"-- <br />a <br />BAR SIZE 148 BAR DIA. I <br />> <br />#3 181, <br />in <br />e a <br />#4 24" <br />na <br />#5 30" <br />39' <br />38' <br />8" PVC <br />CHASE THRU FOOTING <br />#7 <br />#7 <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />0 tj <br />c <br />1T -0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />s <br />Q <br />C <br />u <br />x <br />0 <br />X <br />aU13DM ae LOTil <br />ABBOTT <br />PARK <br />LOT #6 <br />BLK #10 <br />PROJECT* <br />04181.000- 06103 <br />MODEIs <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE 8wn9G: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />DATL: 11/25/19 <br />aiIEET <br />s1.2A <br />