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2013 Standarclized Concrete Foundation Dra�win�s <br /> Scope of Work: <br /> These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. <br /> These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of <br /> construction for shoring,water-proofing, insulation,flashing, control and construction joints, and all other non- <br /> structural requirements are to be by others in accordance with the Code and standard industry practice. These <br /> drawings are valid until the end of 2013. <br /> The drawings are to only be used by the contractor noted betow or his authorized sub-contractorslclients. These <br /> drawings are to be provided to the building inspection department as part of the permit package. <br /> Index: a� ,� �(�!/� �s �.. � � �' <br /> S1 -Scope, Index, and Certification / L �n <br /> S2-General Notes �.� �Cr ( !/� �N� �t/� P.L l� � ��' �I/ l �a �.-/ VU' <br /> S3-Step Footing Detail / <br /> S4-Frost Wall Detail -�Q /� �' �G( ( l �I"Gt l•f'1 Gr�� s S �i l� <br /> S5-Lookout Wall Detail Y� <br /> S6-Full Height Wall Detail �,�� <br /> � <br /> Materials: � <br /> Rei�forcing Steel: Grade 40(40 ksi)for#4 and smaller bars � /� ��� <br /> Grade 60(60 ksi)for#5 bars and larger <br /> Rebar Substitution Notes: <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 two-thirds of the noted spacing. <br /> Concrete: 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 /> Backfill Soil: Sand-30 psf/ft effective lateral pressure <br /> Sandy Clay(SC)-45 psflft effective lateral pressure <br /> Clay-60 psflft effective lateral pressure <br /> I hereby certify that this plan,specification,or <br /> Site Address: report was prepared by me or under my direct <br /> supervision and that I am a duly licensed <br /> Street: professional engineer under the laws of the state <br /> of Minnesota. <br /> City: <br /> �-_� �� <br /> State: MN Zip: Craig Oswell,PE(MN#42341) <br /> 12/3/2012 <br /> Oswell E�ginee�ing and Consulting, L.L.C. 1901 E Hennepin Ave,#201 -,�;�� �=4� �:�:-�. <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Mi�neapolis, MN 55413 �N,; '• <br /> Description: Scope of Work, Index,and Certification Phone:612-720-463J - ;y� <br /> ���. <br /> Project# 12.100 Fax:612-886-2966 '' <br /> '', <br /> Client Name: Oscarson Masonry, LLC www.oswellec.com ''. <br /> Client Address: 12450 Count Road 32,Waconia, MN 55387 Page S1 of S6 ,� '� - �., <br />