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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 />MIN. 10" TREAD VW- • NOSE <br />_ <br />SPACING REQUIREMENTS <br />q4 RESAR (TYP.) <br />a <br />8" CMU WALL <br />i <br />s <br />PAVERS <br />o'-0"., <br />� <br />$ 2 <br />8" CMU WALL <br />moo' -a' <br />-fop `r <br />_ <br />OF <br />d <br />E <br />pF SLAB <br />• TOP <br />SLAB <br />SEE SLAB SCHEDULE <br />1/7' RADIUS OR <br />SEE SLAB SCHEDULE <br />CHAMFERa <br />° <br />a <br />•^^•• <br />� 4 <br />•.� <br />TOP OF SLAB <br />�F <br />• 4 <br />SEE SCHEDULE <br />° <br />� <br />FOR VJ D, BAR SIZE <br />AND BAR QUANTITY <br /><w <br />° <br />• ° < a. <br />• � <br />h m <br />SEE SCHEDULE <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTTY <br />FOR V&D, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />%,1EXTERIYOR <br />STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTEROOR FOUNDATION CMU WALL <br />3 <br />4 <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />5 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT, SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DEL. TOP PLATE 1/7'x5' WEDGE ANCHOR W/ 7' <br />° <br />WASHER SET IN HIGH STRENGTH <br />EPDXY S12" EMBED. MIN. 16' <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />i 8" CMU WALL <br />i <br />ANCHORS W/ 10d x 1 11Z' <br />+_ a <br />+- a -a' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />TOP OF SLAB <br />-0' TOP OF SLAB <br />x 3" SEE SLAB SCHEDULE <br />+- 0'-0" <br />TOP OF SLAB a ^ <br />EXT. PORCH SLAB <br />WI 1T ISOLATION <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />6" CHAMFER (2STORY) <br />BAR SIZE 48 BAD DIA. <br />h <br />a <br />• .° e <br />JOINT(WHERE <br />• <br />#4 4" <br />° <br />APPLICABLE) <br />i MATCH STEEL <br />HB 0" <br />a ° <br />'• • <br />SEE SCHEDULE <br />THRU FOOTING 'PVC CHASEH <br />REINFORCEMENT <br />PER SCHEDULE <br />'6 <br />J42' <br />6" PVC CHASE THRU FOOTING <br />FOR MD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />REINFORCEMENT <br />SEE SCHEDULE <br />FOR V*Q, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WALL <br />THRU FOOTING <br />�WOOD <br />5 SCALE:3/4"=1'-0 (yyI UPLIFT <br />G <br />V <br />SCALE:3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abdosigngroup.com <br />L AA M 0003326 <br />r <br />8VHDIV. Z LOT <br />ABBOTT PARK <br />LOT# 14 <br />BLK. 11 <br />PROJECT* <br />04181.000-14111 <br />UODEXA <br />3EAB <br />"1504- ALLEX" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 PH ER. Cl <br />