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STEEL REINFORCING IN GROUTED <br />z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" TREAD W/+1" NOSE <br />d ^ <br />- <br />z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o Y <br />8'CMU WALL <br />PAVERS 0-0' <br />#4 REBAR (TYP.) <br />0 0' �, <br />mm U <br />W <br />0 <br />8" CMU WALL <br />TOP OF'" <br />z <br />y\ - .■ TOP OF SLABS <br />1 <br />N <br />O <br />- <br />¢ <br />SEE SLAB SCHEDULE <br />cwj <br />m <br />SEE SLAB SCHEDULE <br />g <br />12' RADIUS OR <br />CHAMFER <br />co <br />a z <br />w <br />c •. 'v <br />_—� a <br />._ 0'-0" <br />TOP OF SLAB. <br />SEE SCHEDULE <br />C6 <br />cwn-. <br />^ g —Lu <br />— <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />w <br />Q <br />z w <br />O O <br />a <br />• <br />' `f <br />•:° .°° <br />• <br />EE SCHEDULE <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />If <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2 <br />3 <br />4 <br />AT ALL PAVER AREAS SCALE: 12"=1'-0" <br />SCALE:12"=1'-0" <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=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 TO BE PT. <br />SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />12k8" WEDGE ANCHOR W/ 2" <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/ 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 WxD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />scALE:ar4"=''-0° (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 />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />K <br />SPACING REQUIREMENTS <br />�w <br />00rap <br />Z <br />8" CMU WALL <br />E <br />0 <br />M <br />SEE SLAB SCHEDULE <br />CHAMFER ('STORY) <br />L4" <br />6" CHAMFER (2-STORY) <br />Z <br />MATCH STEEL <br />E <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />�,EESCHEDLILE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />BAR SIZE <br />48 BAR DIA. <br />Z W <br />>O <br />m U <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />PVC CHASE <br />THRU FOOTING <br />6 <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />s <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774 6078 <br />FAX- 407-7744078 <br />www.abdesigngroup.com <br />AA t. 0003325 <br />a <br />y <br />ro <br />C <br />as <br />avBDIV►. ae LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK. #11 <br />F-ROJECTIP <br />04181.000-06111 <br />MODEIe <br />3EAB <br />"1504- ALLEX" <br />GARAGE 9IM90: <br />LEFT <br />PAGE: <br />DETAILS <br />16 PH C <br />