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. <br /> Wood floor&wall framing by others <br /> Connection of floor <br /> members to sill plate to 2x6 minimum sill plate w/1/2"diameter <br /> be per Code by others anchor bolts w/7"minimum embed&2" <br /> wide x'I/8"thick square or round <br /> countersunk washers or alternative <br /> anchor(Anchor bolt clearance between <br /> edge of both wall and sill plate is to be <br /> 6"Min 2.5")(see table below for spacing) <br /> Exterior top of wall may <br /> have a brick ledge <br /> provided the stem wall <br /> formed is at least 6"thick <br /> &no more than 16"high <br /> Continuous#4 horizontal bars,provide <br /> � at least(2)@ 8'-0"clear,(3)@ 9'-0" <br /> = clear,&(4)@ 10'-0"clear,At <br /> � contractor's option: The lowest wall <br /> c� horizontal bar may be omitted if(2)#4 <br /> V continuous horizontal bars are placed in <br /> the footing <br /> Cast-in-place concrete <br /> foundation wall wl#6 or #4 x 2'-0"long dowels @ 72"o.c.max w/ <br /> equivalent vertical bars 5"minimum embed <br /> placed 1.5"from inside <br /> face,see table below for <br /> spacing <br /> 8"minimum thick unreinforced concrete <br /> strip footing,required width to be <br /> determined per Code by others <br /> Footing elevation may <br /> vary below slab <br /> BASEMENT WALL DETAIL <br /> Clear H g nd Soil Type Table Notes: <br /> Nominal g� 9' 10' (1)= Unreinforced if concrete is 4000 psi or if <br /> Walt clear height is 4"less <br /> Thickness Sand SC Clay Sand lay Sand SC Clay <br /> Vertical Reba acing (2)= Unreinforced if concrete is 5000 psi or if <br /> 8" NA NA 36"(1) NA 36"(2) 36" 36"(1) 36" 24" clear height is 4"less <br /> 10" NA NA NA NA NA 36"(1) NA 36"(1) 36" <br /> 12" NA NA NA NA NA NA NA NA NA Allowed alternate anchors are: <br /> Sill Anchor Spacing MAB/ST,MASA/FA3,FWAZ,or 1/2"diameter <br /> BOIfB 72" 72" 48" 72" 48" 36" 60" 36" 24" <br /> expansion bolts w/6"min embed(install in <br /> accordance with the manufacturer's <br /> Alternate 48" 24" 18" 36" �8" 12" 24" 12" 8" recommendations) <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 w�•� �_`'� °:i, ', <br /> Project Name: 2013 Standardized Concrete Foundation Drawin s Minneapolis,MN 554'13 • -� <br /> } ,� <br /> Description: Full Height Wall Detail Phone:6'12-720-4639 �1 ,,� ' <br /> Project# 12.100 Fax:612-886-2966 �'i '6 <br /> Client Name: Oscarson Masonry,LLC www.oswellec.com �*, �` <br /> Client Address: 12450 Count Road 32,Waconia,MN 55387 Page S6 of S6 �_ ; <br /> 12/3/2012 <br />