Laserfiche WebLink
Wall framing by others <br /> Sill plate by others w/1/2"diameter <br /> anchor bolts w/7" minimum embed <br /> &standard washers @ 72"o.c. max <br /> or equivalent metal strap anchors <br /> Optional slab ledge, maximum <br /> stem height is 12"w/width to <br /> match sill plate Grade to be at least 6"below top of <br /> wall <br /> • <br /> (1)#4 continuous horizontal bar w/in <br /> 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 /> 8"minimum thick unreinforced <br /> concrete strip footing, required width <br /> to be determined per Code by <br /> others, provide frost protection per <br /> Code <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 Hennepin Ave,#201 <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 <br /> Description: Frost Wall Detail (NOT TO SCALE) Phone:612-720-4639 j �t <br /> Project# 13.100 Fax:612-886-2966 : ; <br /> Client Name: Charles Cudd De Novo www.oswellec.com ` <br /> Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S4 of S6 <br /> 1/1/2014 <br />