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STEEL REINFORCING IN GROUTED <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" <br />EAD W/+1^NOSE <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o > <br />8"CMU WALL <br />PAVERS 0'-0' A <br />#4 REBAR (TYP.) <br />8" CMU WALL <br />TOP OF SU810 <br />- - .! <br />TOP OF SLAB <br />N <br />C� <br />SEE SLAB SCHEDULE <br />cwj <br />a <br />12" RADIUS OR <br />CHAMFER <br />- <br />o <br />o y <br />SEE SLAB SCHEDULE <br />•- • ,• <br />0_O <br />w <br />Ill <br />a <br />..-� <br />.-0A. <br />TOP OF SLAB <br />SEE SCHEDULE <br />1 to Q <br />(6 <br />• <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />w <br />i w <br />g <br />ZANDBARQUANTITY <br />EE SCHEDULE <br />ma <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />wk <br />OR WxD, BAR SIZEAND <br />BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />A <br />AT ALL PAVER AREAS SCALE: ,2"=1'-0 <br />SCALE: 12"=V-0" <br />LAP TOP PLATE A MIN. OF 48" - <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />USP SPTH4 OR SPTH6 BTM <br />AND TOP PLATE ANCHORS WI <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE ST. PLATE TO SLAB W/ <br />12'k0" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. @ 1G' <br />OC MAX. <br />SLAB SCHEDULE <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />` AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:3/a^=,'-a' (W/UPLIFT) <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Q <br />C1 V <br />� J <br />O ) <br />Z <br />8" CMU WALL <br />i <br />0 <br />M <br />SEE SLAB SCHEDULE <br />J <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />• <br />i <br />MATCH STEEL <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />zLu <br />Lu <br />BAR SIZE 48 BAR DIA. f <br />#3 <br />#4 24" <br />#5 1 30" <br />#6 1 36" <br />PVC CHASE <br />, THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX- 407-7744078 <br />www.abdosigngroup.com <br />AA B: 0003325 <br />RM11111 <br />i <br />L <br />PARK <br />LOT #8 <br />BLK #10 <br />PttOJSCT# 1 <br />04181.000- 08103 <br />MODMIA <br />3EFB <br />"2447- ROBIE" <br />GARwoa BWMG: <br />RIGHT <br />rwaa: <br />DETAILS <br />60 MPH EXP. <br />VI <br />Dw WT 12/02/19 <br />8CA=:l/4" = f-0" <br />skim= <br />S1.1B <br />