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STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />STEEL REINFORCING IN GROUTED <br />- <br />SPACING REQUIREMENTS <br />CELL SEE PLAN FOR SIZE AND <br />MIN. 10" EAD W/+'I" NOSE <br />d a <br />SPACING REQUIREMENTS <br />O <br />8" CMU WALL <br />2_ <br />PAVERS <br />N4 REBAR (TYP.) <br />0'17' <br />ww <br />[l� <br />< a <br />o� <br />8"CMU WALL <br />TOP �F SLAB <br />.• TOP �F SLABS <br />y <br />IC <br />SEE SLAB SCHEDULE <br />Q <br />Z <br />S <br />117' RADIUS OR <br />CHAMFER <br />y <br />O <br />SEE SLAB SCHEDULE <br />r <br />(L y <br />w Z <br />.. <br />T TOP OF SLAB <br />a• <br />a <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />Lu <br />R I j <br />a <br />> <br />z gg w <br />f O <br />e a <br />' • * <br />•.. ° <br />''� • <br />SCHEDULE <br />' <br />0 <br />°• — m O <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />_--SEE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR <br />CURB FOUNDATION <br />CMU WALL <br />INTERIOR FOUNDATION <br />CMU WALL <br />8 <br />4 <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-0" <br />SCALE: 1!Y'=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OlC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SYP No 2 STUDS SEE <br />Q ^ <br />a <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />41rOC <br />p <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL TOP PLATE lrZW' WEDGE ANCHOR W/7' <br />00 U <br />R <br />WASHEWASHER SET IN HIGH STRENGTH <br />4 a <br />EMBED. MIN. 0 IS- <br />N <br />8" CMU WALL <br />SIMPSON SPH4 OR SPH6 MAX. <br />Z <br />d) i <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/7' <br />I 0'-U',b <br />55 <br />COMMON NAILS FILL ALL <br />TOP OF SLAB <br />- <br />- a TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />Z - <br />W <br />A <br />° <br />+- 0'-0" <br />EXT. PORCH SLAB <br />4" CHAMFER (1STORY) <br />ig, <br />M U <br />a ° <br />• ° <br />TOP OF SLAB °' <br />W/ 11Y' ISOLATION <br />} 8" CHAMFER (2-STORY) <br />< . <br />JOINT (WHERE <br />• <br />24 <br />° <br />°�• <br />APPLICABLE) <br />Z_ MATCH STEEL <br />p6 3Q' <br />° <br />• <br />6"PVC CHASE <br />THRU FOOTING <br />REINFORCEMENT <br />PER SCHEDULE <br />, <br />g7 42" <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 <br />c <br />6 <br />scALE: 3/a"=r-a• (N// UPLIFT) <br />SCALE: 3l4"=1'-0" <br />d N. RONALD REAGAN St <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX- 407-774-4078 <br />www.abdosigngroup.com <br />AA k: 0003325 <br />6 <br />!♦1 <br />[eL7HDIV. & LOT. <br />ABBOTT PARK <br />LOT #29 <br />BLK #11 <br />PROJWT# <br />04181.000-29111 <br />MODEIA <br />"AISLE" <br />2007 <br />GARAGE BWtNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH E <br />