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�/Wood floor&wall framing by others <br /> '� Connection of floor members to sill plate <br /> to be per Code by others <br /> 2x6 minimum sill plate w/112"diameter <br /> anchor bolts w/7"minimum embed&2" <br /> wide x 1/8"thick square or round <br /> countersunk washers or alternative <br /> -- ------- ' —�- anchor(Anchor bolt clearance between <br /> i edge of both wall and sill plate is to be <br /> t�- 2.5")(see table below for spacing) <br /> \Grade to be at least 6"below top of wall <br /> Exterior top of wall may have a brick <br /> ledge provided the stem wall formed is <br /> at least 6"thick&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 /> y horizontal bar may be omitted if(2)#4 <br /> U continuous horizontal bars are placed in <br /> the footing <br /> Cast-in-place concrete foundation wall <br /> w/#6 or equivalent vertical bars placed <br /> 1.5"from inside face,see table below for <br /> spacing <br /> #4 x 2'-0"long dowels @ 72"o.c.max w/ <br /> 5"minimum embed <br /> Unreinforced concrete strip footing per <br /> Code by others,elevation below slab <br /> may vary as required <br /> 6ASEMENT WALL DETAIL <br /> Clear Hei ht a�d Soil Type Table Notes: <br /> Wa�� 8'or Less 9' 10' (1)= Unreinforced if concrete is 4000 psi or if <br /> Thickness Sand SC Clay Sand SC Clay Sand SC Clay clear height is 4"less <br /> Vertical Rebar Specing (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" Allowed alternate anchors are: <br /> 1Z" NA NA NA NA NA NA NA NA NA MAB/ST,MASA/FA3,FWAZ,Or 1/2" <br /> Sill Anchor Spacing diameter expansion bolts wl 6"min embed <br /> Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" (install in accordance with the <br /> Alternate 48" 24" 18" 36" 18" 12" 24" 12" 8•' manufacturer's recommendations) <br /> Oswell Engineering and Consulti�g,L.L.C. 1901 E Hennepin Ave,#201 � -�> :� <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �. <br /> Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 � ` <br /> Project# 14.100 Fax:612-886-2986 ' '' <br /> Client Name: Kopp Concrete Inc www.oswellec.com <br /> Client Address: 16455 122nd Street,Becker,MN 55308 Page S6 of S6 ` '~ .�. �}. <br /> 1/24/2015 <br />