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. � ; <br /> Wall framing by others <br /> Sill plate by others w/1/2" <br /> diameter anchor bolts w/7" <br /> minimum embed&standard <br /> washers @ 72"o.c. max or <br /> Optional slab ledge,maximu equivalent metal strap anchors <br /> stem height is 12"w/width to �:�: (Anchor bolt clearance between <br /> E=`� edge of both wall and sill plate is <br /> match sill plate to be 2") <br /> Grade to be at least 6"below top <br /> of wall <br /> ��� (1)#4 continuous horizontal bar <br /> w/in 18"of top of wall <br /> 6" minimum thick cast-in-place <br /> concrete wall <br /> #4 x 2'-0"long dowels @ 72"o.c. <br /> max w/5"minimum embed <br /> Unreinforced concrete strip <br /> footing per Code by others, <br /> provide frost protection per Code <br /> as required <br /> WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL <br /> Note: Maximum unbalanced fill height is 36"for 8"thick wall &48"for 10"wall <br /> 1901 E Henne in Ave,#201 - �':�:> <br /> Oswell Engineering and Consulting,L.L.C. P �„�,` �*> � . <br /> Project Name: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 � <br /> Description: Frost Wall Detail (NOT TO SCALE) Phone:612-720-4639 '"� °�` <br /> :' #. <br /> Project# 15.100 Fax:612-886-2966 �.�, L <br /> :�: <br /> Client Name: Manor Concrete Construction, Inc. www.oswelleacom �'' <br /> Client Address: 11225 90th Ave N, Ma le Grove,MN 55369 Page S4 of S6 ��`�' '" '�,:��. a� <br /> 1/1/2016 <br />