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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. 1,'0EAD W/ i"NOSE <br />i <br />4 <br />z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O > <br />8"CMU WALL <br />- <br />PAVERS <br />#4 REBAR (TYP.) <br />8" CMU WALL <br />TOP OF S <br />-'- <br />TOP <br />OF S <br />K <br />SEE SLAB SCHEDULEHAMEIRS <br />OR <br />pC <br />SEE SLAB SCHEDULE <br />:. r,.. �.. <br />o Z <br />w0 <br />° . 4a.o-o" <br />•. .. <br />TOPOF SLAB <br />° • N <br />�'� <br />.°• <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND <br />w <br />w <br />?;; LuEESCHEDULE <br />• <br />s", <br />BAR QUANTITYuj <br />b <br />• + <br />�:..°' <br />m a <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />--'� <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR <br />CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />tl 2 <br />3 <br />4 <br />AT ALL PAVER AREAS SCALE: tYt"=1'fi' <br />SCALE: tYl"=1'-0" <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' ---�� <br />AND NAIL W! 16d COMMON <br />VERIFY HEIEI <br />HEIGHT NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />Z <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SY2 STUDS SEE <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. <br />S SINGLE SECURE BT. PLATE TO SLAB W/ <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE 1/2"xg" WEDGE ANCHOR W! 2" <br />U <br />WASHER SET IN HIGH STRENGTH <br />EPDXY S1/2"EMBED. MIN. @ 16' <br />K N <br />Z <br />B' CMU WALL <br />SIMPSON SPH4 OR SPH6 OC MAX, <br />BTM AND TOP PLATE <br />0 <br />ANCHORS W/ 1Od x 1 112" <br />,Q <br />+• 0'-0' <br />*- 0'-0" <br />COMMON NAILS FILL ALL <br />TOP OF SLAB <br />-a' TOP OF SLAB <br />HOLES, DO NOT USE IOd <br />, <br />x 3" SEE SLAB SCHEDULE <br />+- 0'-0" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR DIA. <br />w <br />> <br />ih <br />a <br />° <br />- <br />�„ <br />TOP OF SLAB °' <br />W/ 1/2" ISOLATION <br />^ 6" CHAMFER (2STORY)24 <br />18" <br />U0 <br />° <br />JOINT (WHERE <br />. <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />30" <br />n#747' <br />° <br />• <br />° -• <br />SEE SCHEDULE <br />6" PVC CHASE <br />THRU FOOTING <br />� <br />REINFORCEMENT <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />FQR 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 />C <br />c <br />V <br />SCALE: 3/4"=r'-0" (W/ UPLIFT) <br />SCALE: 3l4"=1'-fT <br />144i N. RONALD REAGAN BL <br />LONGWOOD, FL327W <br />PH: 407-774 45078 <br />FAX 407-7744078 <br />www.abdosipgroup.com <br />L AA M: 0003325 <br />4 <br />SUDDIV. & LlOT <br />ABBOTT <br />B°K #10 <br />PRojmcT# <br />18 .0 0- 1 0 <br />MODELa <br />3EFB <br />"2447-ROBIE" <br />GARAGE swurc: <br />RIGHT <br />PAOL': <br />DEPAILS <br />60 MPH EXP. <br />Dw03/13/20 <br />BCAM 1/4" 1'-0' <br />szim= <br />S1.1B <br />