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Wall framing by others <br /> Sill plate by others w/112" <br /> diameter anchor bolts wl 7" <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> Optional slab ledge,maximurr� <br /> equivalent metal strap anchors <br /> stem height is 12"w!width to <br /> match sill plate Grade to be at least 6"below top <br /> of wall <br /> (1)#4 continuous horizontal bar <br /> wlin 18"of top of wall <br /> _. - -- 6"minimum thick cast-in-piace <br /> concrete wall <br /> � #4 x 2'-0"long dowels @ 72"o.c. <br /> max wl 5"minimum embed <br /> __�--� Unreinforced concrete strip <br /> � footing per Code by others, <br /> provide frost protection per Code <br /> as required <br /> WALKOUT/ SIAB-ON-GRADE FROST WA�L �ETAIL <br /> Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall <br /> OswNl En�Me��in�and Consultl�g,L.LC. 1501 E Fl�r�xpM Ave,�201 ,�•� �-'. ''�. <br /> Project Name: 2015 Standardized Concrete Foundation Drawings MlnMepolb,MN 55418 � <br /> Description: Frost Wall Detai{(NOT TO SCALE) Phonr 612-720-4839 ` ' <br /> Project# 14.10Q Fex:812-88&2988 �N '�' <br /> Client Name: Manor Concrete Construction,Inc. www.osw�ll�o.com <br /> •,� <br /> Client Address: 11225 90th Ave N Ma le Grove,MN 55369 Page S4 of S6 '�`. `,�.�r. , <br /> 1/2412015 <br />