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PAVERS <br />TOP OF SLAB <br />'ri rri riG rGGri: <br />�rr�rr�rr�rr��r�%rr�SEE SCHEDULE <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1/7'=l'-0" <br />LAP TOP PLATE A MIN. OF 49' —�� <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 PLAN <br />2.4 OR 216 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />,/7'x9" WEDGE ANCHOR W/7 <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. 0 16' <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/7' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3' <br />rSEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE 3/4"=,'-0' (W/ UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />MIN. 10' READ WH1" OSE <br />1 <br />Z <br />8" CMU WALL <br />#4 REBAR (TYP.) <br />D'-0" w <br />F u <br />�— <br />TOP OF SLAB <br />iS " <br />SEE SLAB SCHEDULE <br />� <br />ill, RADIUS OR <br />CHAMFER <br />4 <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR W%D, BAR SIZE <br />AND BAR QUANTITY <br />2 <br />EXTERIOR STAIR DETAIL <br />q INTERIOR CURB FOUNDATION CMU WALL <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />dd <br />S� <br />SPACING REQUIREMENTS <br />m <br />b s 8" CMU WALL <br />• <br />TOP OF SLAB <br />a <br />"4' TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA. <br />#3 h <br />. ` d •• "" ' <br />• d <br />i 4 Z. <br />d <br />W/ 1Y7' ISOLATION <br />6" CHAMFER (25TORY) <br />18" Q <br />♦ <br />JOINT(WHERE <br />• <br />#4 24" <br />a a <br />APPLICABLE) <br />MATCH STEEL <br />#5 30" <br />6" PVC CHASE <br />THRU FOOTING <br />i REINFORCEMENT <br />PER SCHEDULE <br />#6 36" <br />#7 qZ.. <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />- <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />rCELL <br />SEE SLAB SCHEDULE <br />FOR <br />SEE SCHEDULEBARIZE <br />S BAR <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: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />r <br />y <br />tt <br />