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Si!P r���c'l.�.E'�?�':�#k1P_9'S'�N�`�!'��� <br /> Wall framing by others diameter anchor bolts w!7" <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> equivalent metal strap <br /> � anchors <br /> 6"Min <br /> 6"minimum thick cast-in- <br /> place concrete fookout (1)#4 continuous horizontal <br /> Wa�� � • bar w/in 18"of top of wail <br /> E <br /> � <br /> �,; Footing elevation may vary <br /> below slab,provide frost <br /> #4 x 2'-0"long centered protection per Code <br /> dowels w/5"minimum 8"thick x 18"wide minimum <br /> embed wet set or epoxy unreinforced concrete strip <br /> grouted in place <br /> footing(16"wide minimum <br /> for maximum unbalanced <br /> 6"wall spacing_ grade of 2'-6"or less),larger <br /> 36"o.c.max for sand, footing width may be <br /> 30"o.c.max for SC,& required for speciflc soil <br /> 24"o.c.max for clay bearing conditions to be <br /> determined per Code by <br /> 8"+wall spacing: others <br /> 48"o.c.max for sand, LOOKOUT WALL aE'�AfL <br /> 42"o.c. max for SC,& <br /> 36"o.c.max for clay <br /> Oswell EngineeNng and ConsulUng,L.L.C. 1801 E Hennepin Ave,#201 ` <br /> Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolis,MN 55418 <br /> r. <br /> Description: Lookout Wall Detail Phone:812-720-4689 <br /> Project# 11.072 Fax:812-88�-2966 <br /> Client Name: Concrete Forming, Onc. w►ww.o��llsc.com <br /> Client Address: 18641 Lake George Btvd,Anoka, MN 55303 Page 5 of 6 <br /> 1/1 91201 2 <br />