Laserfiche WebLink
( <br /> Wall framing by others <br /> Sill plate by others wl 1l2" <br /> /diameter anchor bolts wl 7" <br /> �,� minimum embed&standard <br /> /'� washers @ 72"o.c.max or <br /> Optional slab ledge,maximum -.a <br /> j equivalent metal strap anchors <br /> stem height is 12"wl 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-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 /> Oswell Engineering and Consulting,L.L.C. 1901 E Hen�epin Ave,#201 .��� �'=-�� :j - <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 .- -K <br /> Description: Frost Wall Detail(NOTTO SCALE) Phone:612-720-4639 � •',� <br /> Project# 14.100 Fax:612-886-2966 ' '' <br /> Client Name: Kopp Concrete Inc www.oswellec.com <br /> Client Address: 16455 122nd Street,Becker,MN 55308 Page S4 of S6 ` � ��-<=. <br /> 1124/2015 <br />