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REINFORCING IN GROUTED <br />ZNG <br />EE PLAN FOR SIZE AND <br />REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" EAD W/�1" NOSE <br />d " <br />? <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o6' <br />Fl-E <br />CMU WALL <br />PAVERS <br />p•-a•., <br />#4 REBAR(TYP.) <br />w <br />a <br />6'CMU WALL <br />VIII�' 70 <br />TOP �F <br />-.� <br />y <br />SLAB SCHEDULE12" <br />RADIUS OR <br />CHAMFER <br />b <br />m <br />O <br />SEE SLAB SCHEDULE <br />W <br />4 <br />•.—�.: <br />52 <br />TOP OF SLAB <br />N¢ <br />��• <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />LA-"�. <br />of <br />W-�, Iy <br />> <br />nZ fn <br />-° <br />z 3 W <br />i O <br />a <br />�• <br />_a .# •. <br />EE SCHEDULE <br />v 00 0 <br />tjE5 <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />—'k <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH <br />EXTERIOR STAIR DETAIL <br />�3� INTERIOR CURB <br />FOUNDATION <br />CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2 <br />4 <br />�FOOTING <br />1� 1� <br />LAP TOP PLATE A MIN. OF 46' - <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING - <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DSL TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 VT <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 7' <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE BT. PLATE TO SLAB W/ <br />12"x9" WEDGE ANCHOR WIT <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-10 EMBED. MIN. 0 1T <br />OC MAX. <br />SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />r-,"�INTERIOR FOUNDATION WOOD WALL <br />`� SCALE: 314"=1'-a' (W� UPLIFT\ <br />EXT. PORCH SLAB <br />W/ 12" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />Q <br />o <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />W <br />U <br />a <br />O V) <br />Z <br />8"CMU WALL <br />° <br />E'er <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />6' CHAMFER(2STORY) <br />• <br />2 <br />MATCH STEEL <br />E <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />i yr yr a�r�o . - . c i yr �r au•" <br />BAR SIZE 48 BAR DIA. > c 4 . 4 <br />#3 16' OU 4 4 <br />#4 I <br />#5 6' PVC CHASE THRU FOOTING <br />#7 <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3/4"=l'-0' <br />1441 N. RONALD REAGAN BLVD., <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 J <br />c <br />isI <br />I <br />L <br />3 <br />SU33DIV. de L,OT: <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />P1iOJEOT# <br />04181.000-34121 <br />UODELo <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />16 MPH C <br />