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1 <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />— VARIES PER ELEV. <br />d <br />1441 N. RONALD REAGAN BLVD. <br />ia'� • LONGWOOD, FL32750 <br />c°' •' PH: 407-7745078 <br />FAX 407-714.407' <br />www.e bdeslgngroup.com <br />a AA k: 0003325 <br />#5BARS <br />a <br />CLEAN OUT REQUIRED 1'a' <br />FOR INSPECTION <br />. ra <br />0'-0" FIN. FUR, <br />+1 : , :•a .� TIE ERTICAL REBAR <br />: S • �TO HORIZONIZON TAL Eli <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA T-o' <br />y <br />F <br />s '` py 24 T' I CMU UNIT DIMENSIONS <br />'- ARE NOMINAL SIZES <br />#6 _•1 #7 MASONRY SYMBOLS <br />47' <br />HORIZONTALNERTICAL > 3 SCALE: 34'=1'-U' !;I <br />REINFORCING SCALE: 3/" <br />exnwlV. & LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK #9 <br />P1iOJffiCT <br />04181.00 - 26091 <br />STEEL REINFORCING IN GROUTED 1 <br />SPACING REQUIREMENTSCELL SEE PLAN FOR SIZE AND 4EAB <br />"1672—ARIA" <br />a GARAGIC EYMCG: <br />m B"CMU WALL <br />LEFT <br />TOP OF SLAB a' TOP OF SLAB <br />PAGE: <br />} <br />_SEE SLAB SCHEDULE .4• •� a . •^ � ' <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. r, : '•a .• n ,• • • DETAILS <br />,. 4" CHAMFER (1-STORV) <br />W/ 1/7' ISOLATION #3 18" b • e <br />S" CHAMFER (2STORV) <br />JOINT(WHERE #4 24" .q a <br />APPLICABLE) i MATCH STEEL #5 30" 10. <br />1 REINFORCEMENT MFJi 5tr #S 47' <br />ci <br />THRU FOOTING PER SCHEDULE 6" PVC CHASE THRU FOOTING S <br />#7 42 <br />MATCH STEEL <br />' PVC CHASE <br />REINFORCEMENT <br />SEE SCHEDULE <br />FOR ,QUANTITYBAR <br />HZE PER SCHEDULE <br />AND BAR <br />PVC CHASE <br />THRU FOOTING <br />SCALE: 3l4"=1'-0" <br />P TM D06/14/21 <br />SCALE: 1/4"=1'-0" <br />e*rmw <br />S1.2A <br />