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. ����o eopr <br /> 2012 Strandardtzed Concrete Foundation Drawins�s <br /> Scone of Work: <br /> These drawings are an illustrative representation of the prescriptive information contained in the 2006 International <br /> Residential Code(IRC),as amended by the state code's of Minnesota and Wisconsin. These drawings apply to the <br /> construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to <br /> scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water- <br /> proofing, insulation,flashing, control and construction joints, and all other non-structura!requirements are to be by <br /> others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2012. <br /> The drawings are to only be used by the contractor noted below or his autl�orized sub-contractors/clients. These <br /> !'��awirti�e�rc t{+�'1p i1r��aitlP,ti#rs t},a 4��si��}ih��ns�,.�rt"sr„ ,�p�,�.-+�,�s^.n� a��sa,.a :�a-ti,r �-:n=�•,w,i+ rsaF:k�C�?. <br /> Index: <br /> S1 -Scope, Index,and Certification <br /> S2-General Notes <br /> S3-Step Footing Detail <br /> S4-Frost Wall Detail <br /> S5-Lookout Wall Detail <br /> S6-Full Height Wall Detail <br /> �aterials• <br /> Reinforcing Steel: Grade 40(40 ksi)for#4 and smai{er bars <br /> Grade 60(60 ksi)for#5 bars and larger <br /> Rebar Substltutlon Notea: <br /> 1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel. <br /> 2. For vertical bars on S6,#5's may be used in lieu of#6's at three-quarters of the nated spacing. <br /> Conerete: Mix design is to be prepared by the concrete supplier to meet the project's requirements <br /> Minimum 28 day compressive strength of 3000 psi <br /> 68ckfill Soii: Sand-30 psf/ft effective lateral pressure ���`�'gCOM����i� <br /> . ♦ ,.......,8 i <br /> Sandy Clay(SC)-45 psf/ft effective lateral pressure ti����' '••;L�,�� <br /> Clay-60 psf/ft effective laterai pressure : ± <br /> '�: E 79 <br /> :��'�S ,� . �G�`,: <br /> �'�iS�4NAL���`� <br /> $ite Address: I hereby certify that this plan was prepared by <br /> me and that I am a duly licensed professional <br /> Street: engineer under the laws of the states of <br /> Minnesota and Wisconsin. <br /> C ity: __ <br /> _�_}_ - <br /> -' C:�:�--- <br /> c_——"—.S <br /> �:= <br /> State: Zip: Craig Oswell,PE(MN#42341 and WI#3791'I) <br /> 1/19/2012 <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 <br /> r-- <br /> Project Name: 2012 Standardized Concrete Faeandaiion Drawings Minneapolis,MN 55418 _ <br /> Description: Scope of Work, Index,and Certification Phone:612-720-4838 � «� <br /> Project# 11.072 F�t:612-�86-2966 , <br /> Client Name: Concrete Forming, Inc. www.oswellee.com <br /> Client Address: 18641 Lake Geor e Blvd,Anoka, MN 55303 Page 1 of 6 <br />