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PAVERS <br />FO <br />MD, MR SEE <br />Lzj— <br />TRENCH FOOTING <br />1 ATALL PAVER AREAS SCALE: 12"=1'-0" <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 P <br />SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBLL.. TOP PLATE <br />WG <br />1/2'kg" EDE ANCHORW/Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10dx 112" <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />,SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR MD. BAR SIZE <br />AND BAR QUANTITY <br />r,-"�INTERIOR FOUNDATION WOOD WALL <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />MI4'READMll ' O.SE <br />_ <br />E <br />SPACING REQUIREMENTS <br />a <br />B"CMU WALL <br />#4 REBAR (TYP.) <br />- <br />+-0'-0" <br />e <br />W <br />gg <br />8" CMU WALL <br />T <br />TOP OF SLAB <br />� <br />SEE SLAB SCHEDULE <br />m u <br />_ <br />�� <br />1/2' RADIUS OR <br />CHAMFER <br />SEE SLAB SCHEDULE <br />d . <br />m <br />.0 <br />'';:' <br />TOP OF SLAB <br />d <br />4 <br />,d. <br />•EQ.. <br />, <br />••E.* <br />^ O <br />SEESCHEOULE <br />• <br />MD. SAR WE <br />SEE SCHEDULE <br />FOR MD, BAR SQE <br />AND MR <br />AND BAR QUANTITY <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB <br />FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2 <br />� <br />7 <br />SCALE: 1/2"=7'-0 <br />EXT. PORCH SLAB <br />W/ 12" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRILL FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�w <br />D % <br />S' CMU WALL <br />•'• SEE SLAB SCHEDULE <br />4" CHAMFER (iSTORY) <br />6" CHAMFER (2STORY) <br />0 <br />MATCH STEEL <br />f <br />REINFORCEMENT <br />_ <br />PER SCHEDULE <br />SEE D MR LE <br />FOR NMD, MR SIZE <br />AND BAR QUANTITY <br />I UP OF SLAB T - - - - 4' TOP OF SLAB T <br />•dARSIZE 8BARDIA <br />#18" <br />24" <br />d <br />- <br />-� <br />6" dPV <br />CCHASE THRU FOOTING30 <br />42" MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />THRU FOOTING <br />6 SCALE 34"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroup.Dom <br />L AA #: 0003325 <br />1- <br />G <br />y <br />9UHDIV. & LOT: <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT* <br />04181.000-32071 <br />MODEL- <br />3EAB <br />"1504-ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAII S <br />160JRH E . C <br />