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/ Wood floor&wall framing by others <br /> Connection of floor I ' � <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 /> r-�, <br /> wide x 1/8"thick square or round <br /> countersunk washers or alternative <br /> � 1% anchor(Anchor bolt clearance between <br /> �"`�" � " �� � edge of both wall and sill plate is to be <br /> I 6"Min 2,5")(see table below for spacing) <br /> Exterior top of wall may • ----- > <br /> have a brick ledge <br /> ,�. <br /> provided the stem wall <br /> formed is at least 6"thick <br /> &no more than 16"high <br /> r, _�-Continuous#4 horizontal bars,provide <br /> � ` _—�`�� at least(2)@ 8'-0"clear,(3}@ 9'-0" <br /> � <br /> �a� ��l clear,&(4)@ 10'-0"clear,At <br /> � contractor's option: The lowest wall <br /> a� 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 wa�l w/#6 or #4 x 2'-0"long dowels @ 72"o.c.max wl <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 Height and Soil Type Table Notes: <br /> Nominal g� g� �p� (1)= Unreinforced if concrete is 4000 psi or if <br /> Wail clear height is 4"less <br /> Thickness Sand SC Clay Sand SC Clay Sand SC Clay <br /> Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if <br /> 8" NA NA 36"(1) NA 36"(2) 36" 36"(1) 36" p4�• 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 /> Bolts 72" 72" 48" 72" 4s" 36" 60" 36" 2q�• expansion bolts w/6"min embed(instali in <br /> accordance with the manufacturer's <br /> Alternate 48" 24" �8" 36" 18" 12" 24" 12" 8" recommendations) <br /> g g g, 1901 E Henne #201 4 ; 'S��x'Y 'd: <br /> Oswell En ineerin and Consultin L.L.C. pin Ave, ,�ifi,t,^r,.:.� �.�f"�� <br /> 6�:,, ;;; <br /> Project Name: 2013 Standardized Concrete Foundation Orawings Minneapolis,MN 55413 �r�- <br /> �escription: Full Height Wall Detail Phone:612-720-4639 �a� - � ' <br /> Project# 12.100 Fax:612-886-2966 �� - ` r„� <br /> Client Name: Charles Cudd De Novo,LLC www.oswelleacom `� ' � <br /> Client Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S6 of S6 x�w'',;�'���+ '�� <br /> 1213/2012 <br />