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PAVERS <br />ml <br />.�GSEE SCHEDULE <br />TRENCH FOOTING <br />1 AT ALL PAVER AREAS SCALE: 1/2"=1'-O" <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. <br />SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />12'k9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/Z' EMBED. MIN. Q 16' <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 12' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3'. <br />'SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR -D, BAR SIZE <br />AND BAR QUANTITY <br />��INTERIOR FOUNDATION WOOD WALL <br />`2 SCALE:3l4"=1'-0" (W� UPLIFT) <br />MIN, 10"TREADWIFi" 0.5E <br />#4 REBAR (TYR) <br />D O <br />TOP OF SLAB <br />12" RADIUS OR <br />CHAMFER <br />y 4 • <br />•is <br />m u <br />EXTERIOR STAIR DETAIL <br />2 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o <br />SPACING REQUIREMENTS <br />m <br />h <br />a W CMU WALL <br />• <br />TOP OF SLAB <br />EXT. PORCH SLAB <br />• <br />SEE SLAB SCHEDULE <br />~ <br />A 4" CHAMFER (1-STORY) <br />• <br />BAR SIZE 48 BAR DIA. <br />W/ 12" ISOLATION <br />6" CHAMFER (2STORY) <br />JOINT (WHERE <br />24 <br />APPLICABLE) <br />MATCH STEEL <br />6" PVC CHASE <br />E REINFORCEMENT <br />N PER SCHEDULE <br />THRU FOOTING <br />#7 42" <br />SEE SCHEDULE <br />FOR MD, BARSIZE AND BAR <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />6 <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 QUANTITY <br />INTERIOR CURB FOUNDATION CMU WALL <br />4' TOP OF <br />4 ' <br />4 � <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 />z <br />MIMS <br />SPACING REQUIREMENTS <br />o <br />8" CMU WALL <br />#� <br />6 N <br />SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR -0, BAR S1ZE <br />AND BAR QUANTITY <br />4 INTERIOR FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />S <br />C <br />gsuzw & LOT <br />ABBOTT PARK <br />LOT# 38 <br />BLK. 7 <br />PROJECT <br />071 <br />04181.00 -38 <br />"ODEL: <br />3EAB <br />"1504- ALLE)C' <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />