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TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1/2"=1'A" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT.VX"—SEESLABSCHEOULE <br />SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE1/Y'x9' <br />WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1PY' EMBED. MIN. ® 16' <br />SIMPSON SPH4 OR SPH6OC <br />MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/Z' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />9EE SCHEDULE <br />FOR WKD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />scALE:3/a"=r-a' (W/ UPLIFT) <br />MIN. 10". TREAD WW' NOSE <br />#4 REBAR(TYP.) <br />.r TOPS <br />UZ' RADIUS OR <br />aCHAMFER <br />w' <br />aw uyuy�� <br />, EXTERIOR STAIR DETAIL <br />SCALE: tfT=1'-(Y' <br />STEEL REINFORCING IN GROUTED <br />sE CELL SEE PLAN FOR SIZE AND <br />S n SPACING REQUIREMENTS <br />bS i 8" CMU WALL <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />— 8"CMU WALL <br />SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUAN71TY <br />INTERIOR CURB FOUNDATION CMU WALL <br />3 SCALE: 3/4"=1' 0' <br />:.� <br />EXT. PORCH S7�� <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STDRY) <br />BAR SIZE 48 BAR DIA. <br />t 3 18" h <br />ISOLAT <br />6" CHAMFER (2-STORY) <br />cOi <br />NT <br />JOINT <br />JOINT (WHERE <br />♦ <br />#4 24" <br />APPLICABLE) <br />MATCH STEEL <br />#5 3W <br />6' PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 36' <br />THRU FOOTING <br />#7 42" <br />SEE SCHEDULE <br />SIZE <br />FOR BARSIZEPVC <br />AND BAR QUANTITY <br />BAR <br />CHASE <br />THRU FOOTING <br />4 <br />d . <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />— 8" CMU WALL <br />-SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WYD, BAR SIZE <br />AND BAR QUANTITY <br />4 INTERIOR FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX 407-7744078 <br />www.abdesigngroup.e m <br />AA #: 0003325 <br />Ila <br />o <br />4 <br />rr <br />� <br />p <br />I` <br />O <br />9unDIV. de L10T: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT# <br />04181.000-23091 <br />MODEL <br />3EEB <br />"2260-ELISTON" <br />GARAGE 81110ID7G: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 H E C <br />