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i . <br /> �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 wl 1/2"diameter <br /> anchor bolts wl 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 /> • edge of both wall and sill plate is to be <br /> 'r 2.5")(see table below for spacing) <br /> � � <br /> ` \Grade to be at least 6"below top of wall <br /> ! <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 /> r at least(2)@ 8'-0"clear,(3)@ 9'-0" <br /> m <br /> 'c� clear,&(4)@ 10'-0"clear,At <br /> = contractor's option: The lowest wall <br /> � horizontal bar may be omitted if(2)#4 <br /> U continuous horizontal bars are placed in <br /> �`'` - the footing <br /> L'. <br /> � <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 wl <br /> 5"minimum embed <br /> � <br /> / Unreinforced concrete strip footing per <br /> Code by others,elevation below slab <br /> may vary as required <br /> BASEMENT WALL DETAIL <br /> Clear Hei ht and Soil T e Table Notes: <br /> Wall 8'or Lesa 8' 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 Reba�S acin (2)= Unreinforced if concrete is 5000 psi or if <br /> 8" NA NA 36"(� 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 /> 12" NA NA NA NA NA NA NA NA NA MAB/ST,MASA/FA3,FWAZ,or 1l2" <br /> Sill Anchor S acin 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 E�gineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Min�eapolis,MN 55413 ;, <br /> Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 <br /> Project# 14.100 Fax:612-886-2966 ' <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street,Elk River, MN 55330 Page S6 of S6 <br /> 1/24/2015 <br />