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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Z <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" EAD W/ 1" NOSE <br />d " <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o > <br />8' CMU WALL <br />PAVERS <br />#4 REBAR (TYP.) <br />a t <br />w <br />y <br />¢ a <br />O > <br />8' CMU WALL <br />OF <br />TO— p OF SLABS <br />-- <br />TOP <br />SLABS <br />¢ <br />¢ <br />SEE SLAB SCHEDULE <br />m v <br />Z <br />g <br />112' RADIUS OR <br />O <br />6 <br />O <br />SEE SLAB SCHEDULE <br />y <br />nz <br />w O <br />- CHAMFER <br />° <br />° <br />.a . <br />TOP OF SLAB <br />I SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />W <br />¢ w <br />�` _ <br />z ) w <br />O2 <br />° <br />� - <br />t . "`• <br />° . <br />> <br />•� 1 <br />• <br />•P^ •-SEE <br />SCHEDULE <br />°o U <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <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 />1 <br />2 <br />3 <br />4 <br />AT ALL PAVER AREAS SCALE: 7/2'=1'-0' <br />SCALE: 1l2'=1'-0' <br />SCALE: 3/4'=7'-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' OH: BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />a <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO SLAB W/ <br />o <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE 1/2'xW WEDGE ANCHOR W/ 2' <br />Q w <br />m <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED. MIN. 0 16' <br />U <br />-1 <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />Q N <br />e' CMU WALL <br />BTM AND TOP PLATE <br />U <br />m <br />ANCHORS W/ 10d x 1 12' <br />o <br />+. 0142' <br />COMMON NAILS FILL ALL <br />TOP OF SLAB <br />4 - TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3' SEE SLAB SCHEDULE <br />Ir <br />SEE SLAB SCHEDULE <br />BAR SIZE 4B BAR DIA. <br />+- 0'-0' <br />EXT. PORCH SLAB <br />4' CHAMFER (1-STORY) <br />OU <br />TOP Of SLAB -°• <br />W/ 1/2' ISOLATION <br />< 6' CHAMFER (2-STORY) <br />18, <br />•� <br />JOINT (WHERE <br />A4 246 <br />° <br />°•-• <br />APPLICABLE) <br />z <br />MATCH STEEL <br />#5 30' <br />- <br />6' PVC CHASE <br />f <br />--i� <br />REINFORCEMENT <br />PER SCHEDULE <br />06 36' <br />e' PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />THRU FOOTING <br />#7 1. <br />FOR WxD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 BDALE. &4•_,-0• (W/ UPLIFT) <br />6 <br />SCALE: 34'=1'-0' <br />J <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />W wwAbdB8{g11BroVP.COR1 <br />AA #: 0003325 <br />y <br />a <br />� <br />y� <br />yyQQ11 <br />� <br />� <br />Z <br />4A <br />lu <br />2 <br />IA <br />UnDIV. a IAT: <br />BBOTT PARK <br />LOT #31 <br />BLK 9 <br />MJ=TL/ <br />04181.000-31091 <br />MODEI A <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8`111IINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 PH E . C <br />