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2015-00098 -new structure
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765 Bridgewater Drive - PID: 33-118-23-12-0090 - New Address, New PID
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2015-00098 -new structure
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Last modified
8/22/2023 4:46:46 PM
Creation date
1/22/2016 12:22:28 PM
Metadata
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Template:
x Address Old
House Number
765
Street Name
Bridgewater
Street Type
Drive
Address
765 Bridgewater Drive
Document Type
Permits/Inspections
PIN
3311823120090
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�.015 Standard zed Conccetee Foundat�on Drawins�s <br /> 3COPE 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 /> 1N.QF1Si <br /> S1 -Scope, Index, and Certification <br /> S2-General Notes <br /> S3-Step Footing Detail <br /> S4-Frost Wall Detail <br /> S5-Lookout Wall Dstail <br /> S6-Full Height Wall Detaii <br /> MATERIAL3: <br /> Rei�orcing Steel:Grade 40 (40 ksi)for#4 and smaller bars <br /> Grade 60 (60 ksi)for#5 bars and farger <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 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 /> Backflll 3oil:Sand-30 psflft effective lateral pressure <br /> Sandy Clay(SC)-45 psf/ft effective lateral pressure <br /> Clay-60 psf/ft effective lateral pressure <br /> I hereby certlfy that this plan,specification,or <br /> SIjE ADDRE88: 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: �-� <br /> �---� <br /> State: MN Zlp: Craig Oswell,PE(MN#42341) <br /> 1124l2015 <br /> Osw.11 En�in�eMn�and Conaultlny.L.I.C. 1901 E Hennepfn Aw,�201 .:�••" ��� ,.%. <br /> `' :r <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mlf�n�apolb.MN 6b413 , � <br /> . } <br /> Description: Scope of Work,Index,and Certification Phon�.6�2'720-�89� +., � <br /> Project# 14.100 Fsx:8�2-SS�Z966 'z ''� <br /> Client Name: Manor Concrete Construction, Inc. ___ www•Osw����c•oom �-'.• ,l <br /> - _ _ __-- ,. <br /> Client Add�ess: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 �`'` �� ",�=�.• <br />
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