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PAVERS <br />- � 0'-a' A <br />TOPS <br />r" <br />L_Z�_ SEE SCHEDULE <br />FOR W`O' BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1YY'=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 ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />1/2k9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/7' EMBED. MIN. @ 16' <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />STM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/7' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x W <br />-SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR W.0' BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scaLE:3/4"=r-0'• (N// UPLIFl� <br />MIN, ID" TREAD W/i <br />" NOSE <br />#4 REBAR(TYP,1 <br />- <br />• <br />TOp pF SLAB <br />117' RADIUS OR <br />CHAMFER <br />.g <br />zw <br />� <br />ti w t2 <br />2 EXTERIOR STAIR DETAIL <br />SCALE: 12"=1'-a' <br />STEEL REINFORCING IN GROUTED <br />Y <br />s� <br />CELL SEE PLAN FOR SIZE AND <br />5 <br />SPACING REQUIREMENTS <br />U <br />�m <br />m 3 S' CMU WALL <br />TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1-STORY) <br />BAR SIZE 48 BAR DIA. <br />i <br />W/ i/2" ISOLATION <br />6" CHAMFER (2ST0RY) <br />1g, <br />JOINT (WHERE <br />• <br />APPLICABLE) <br />- MATCH STEEL <br />#6 3a' <br />6" PVC CHASE <br />5 REINFORCEMENT„ <br />3v PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR BARANTIZE <br />AND BAR QUANTITY <br />TY <br />PVC CHASE <br />(Ditff_u_� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />s <br />8"CMU WALL <br />w <br />SEE SLAB SCHEDULE <br />- °e° <br />o ° <br />EQ. EQ, SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR OUANfITY <br />INTERIOR CURB FOUNDATION CMU WALL <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />S <br />8" CMU WALL <br />�g <br />9 <br />� <br />SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR V*O, BAR SIZE <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.abdesigngroup.Dom <br />AA ff: 0003328 <br />�0 <br />6 <br />W <br />rr <br />14 <br />"aVBDIV. & LOT" <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />3EEB <br />"2260—ELSTON" <br />GARwCE awnf0: <br />RIGHT <br />DETAILS <br />03 <br />AMR <br />F,pDAM 05/25/21 <br />aCALM: 1/4"= f-0" <br />9*EC= <br />S1.1B <br />