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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. iQ' TREAD W/+ "NOSE <br />s <br />SPACING REQUIREMENTS <br />Q n <br />8" CMU WALL <br />PAVERS <br />a a'. <br />#4 REBAR (TYP.) <br />a <br />0 2 <br />8"CMU WALL <br />TOP OF SLAB <br />,� <br />TOP OF SLAB <br />S" <br />" <br />< <br />SEE SLAB SCHEDULE <br />117' RADIUS OR <br />CHAMFER <br />EE SLAB SCHEDULE <br />�..' <br />e °, <br />�. <br />N> <br />4 .•gi7 <br />` <br />e�.° <br />TOP OF SLAB 1p <br />SEE D. MR SCHEDULE <br />— FOR WAD. UA SIZE <br />AND BAR QUANTITY <br />LZ� <br />'� <br />6 W <br />° <br />- <br />e <br />. • ! <br />e <a <br />a <br />�.° i ... <br />. <br />�a • ° .., a.: <br />•� <br />N m <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />AND BAR QUl <br />FOR M0, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH <br />EXTERIOR STAIR DETAIL <br />INTER CURB <br />FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2 <br />sOR <br />3 <br />4 <br />�FOOTING <br />1rr-1 a <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 Wl <br />PROVIDE OBL. TOP PLATE <br />1/2"x9" WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. Q 16' <br />SIMPSON SPH4 OR SPHB <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/7' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />r-SEE SLAB SCHEDULE <br />OF SLAB <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:a/a'=r-a' (W/UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />a�U <br />b 8" CMU WALL <br />.i-. <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (15TORV) <br />BAR SIZE 48 BAR DIA <br />b <br />W/ 1Y2" ISOLATION <br />6" CHAMFER (2STORY) <br />pS 16' <br />JOINT (WHERE <br />4 <br />04 24" <br />APPLICABLE) <br />ATCH STEEL <br />#5 30" <br />8" PVC CHASE <br />ti <br />REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING <br />#7 47' <br />47, <br />SEE SCHEDULE <br />FOR MD. BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />- <br />SCALE: 3/4"-1'-0" <br />4 <br />°.4 q♦ <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEP <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngmup'.com <br />AA #: 0003326 <br />A <br />~ <br />y <br />0 <br />gg <br />DumT w09/21/21 <br />8CALM 1/4"=1'-0" <br />S7'IiT <br />S1.1B <br />