Laserfiche WebLink
2015 Standardized Conc�ete Foundation Drawin�s <br /> SCOPE OF WORK: <br /> These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential <br /> cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and <br /> methods of construction for shoring, water-proofing, insulation,flashing, control and construction joints, <br /> and all other non-structural requirements are to be by others in accordance with the Code and standard <br /> industry practice. These drawings are valid until the end of 2015. <br /> The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. <br /> These drawings are to be provided to the building inspection department as part of the permit package. <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 /> MATERIALS: <br /> Reinforcing 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 /> Conc�ete: Mix design is to be prepared by the concrete supplier to meet the projecYs requirements <br /> Minimum 28 day compressive strength of 3000 psi for walls <br /> Minimum 28 day compressive strength of 5000 psi for footings <br /> Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor <br /> resistance equivalent to 5000 psi <br /> Backfill Soil: Sand-30 psf/ft effective lateral pressure <br /> Sandy Clay(SC)-45 psf/ft effective lateral pressure <br /> Clay-60 psf/ft effective lateral pressure <br /> 1 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 /> 2735 Deer Run Trail professional engineer under the laws of the state <br /> Stt'6et: of Minnesota. <br /> City: Orono G-��- <br /> �-� <br /> State: MN Zip: 55356 Craig Oswell,PE(MN#42341) <br /> 1/24/2015 <br /> Oswell Engineering and Consulting,L.L.C. 1801 E Hennepin Ave,#201 <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 <br /> Description: Scope of Work, Index,and Certification 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 S1 of S6 ' '.. . •� <br />