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1/2"0 ANCHOR BOLTS FRAMING BY OTHERS <br /> (7"MIN EMBED)@ 72"O.C. MAX <br /> OR EQUIVALENT METAL STRAP <br /> ANCHORS <br /> SILL PLATE <br /> (MIN WIDTH TO MATCH FRAME WALL) <br /> 16"MAX. (4"THICK STEM) <br /> 24"MAX. (6"THICK STEM) <br /> GRADE `D g SLAB-ON-GRADE <br /> a <br /> —- a <br /> ii l ' <br /> �--�'�_ �I' �_�� = a a ' o <br /> -- i - <br /> _��, I�` _1 ,� _—I '�li_ -r-- <br /> il -- <br /> OPTIONAL STEM WALL '' � -�'il��' I I <br /> /SLAB LEDGE a =' <br /> MIN THICKNESS TO o �"`;-,__-! (1)#4 x CONT HORIZONTAL <br /> MATCH SILL PLATE -- BAR AT TOP OF WALL <br /> d ' <br /> a <br /> v <br /> 6"MIN C.I.P.CONCRETE <br /> ,, FOUNDATION WALL <br /> a <br /> a <br /> INSULATION BY OTHERS <br /> (OPTIONAL AT GARAGES) <br /> d <br /> #4 x 2'-0"DOWELS <br /> @ 72"O.C. MAX ° <br /> (5"MIN EMBED) ° UNREINFORCED CONCRETE <br /> DOWELS ARE NOT STRIP FOOTING,SEE S8 <br /> REQUIRED IF BACKFILL <br /> IS PLACED EQUALLY ° o <br /> ON BOTH SIDES IN a , <br /> ALTERNATING LIFTS � <br /> NOT EXCEEDING 24" ° a <br /> Aev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> WALKOUT WALL DETAI� <br /> CLIENT INFORMATION: � <br /> DPM MASONRY, INC. City: State: Zip: <br /> 4544 PERRY AVENUE N. SZo,Eas`s��aaoe <br /> ROBBINSDALE, MN 55422 Project Number: 10.02628 Minneapolis,MN 55421 <br /> Drawing Date: 01-01-1 1 rai�ss-s�i-zsoo <br /> PhOrle: 612-221-1470 Fau 763-571-�168 <br /> Sheet: 5 of 16 www.wteig.com <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />