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2015-00087 - new structure
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769 Bridgewater Drive - PID: 33-118-23-12-0088 - New Address, New PID
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2015-00087 - new structure
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Last modified
8/22/2023 4:46:41 PM
Creation date
1/22/2016 1:35:41 PM
Metadata
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Template:
x Address Old
House Number
769
Street Name
Bridgewater
Street Type
Drive
Address
769 Bridgewater Drive
Document Type
Permits/Inspections
PIN
3311823120088
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�015 Standardized Cong�ete Foundation Drawin�s <br /> 3GOPE OF YyORK: <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-contractorslclients. <br /> These drawings are to be provided to the building inspection department as part of the permit package. <br /> i�LQEl� <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 /> �AIE6lAL� <br /> Reinforcing 3teel:Grade 40(40 ksi)for#4 and smaller bars <br /> Grade 60(60 ksi)for#5 bars and larger <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 4000 psi for walls <br /> Minimum 28 day compressive strength of 500d 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 /> Beckflll Soil: Sand-30 psf/ft effective lateral pressure <br /> Sandy Clay(SC)-45 psflft effective lateral pressure <br /> Clay-60 psf/ft effective lateral pressure <br /> I hereby certlfy that this plan,specification,or <br /> 81TE ADDRESS: report was prepared by me or under my direct <br /> supervision and that I am a duly licensed <br /> professional engineer under the laws of the state <br /> Street: of Minnesota. <br /> City: G9— <br /> �� <br /> State: MN Zfp: CrBig Oswell,PE(MN#42341) <br /> 1/24J20'15 <br /> Osw�ll En�ln�eriny a�d Conwitlnp,L.I.C. 1901 E Hsn�epfn Aw,�201 .;•�` .�:.r"':% . <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mf��aapolls,MN 66413 ;� <br /> � <br /> Description: Scope of Work,Index,a�d Certification Phw�r 812-720-�834 .:•� •i <br /> Project# 14.100 Fauc:812-��298d '• .'' <br /> Client Name: Manor Concrete Construction, Inc. www.oswdi�c.00m <br /> _ - - - ' • <br /> Client Add�ess: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 �`�'` '` .c:=�. ' <br />
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