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2015-00088 - new structure
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761 Bridgewater Drive - PID: 33-118-23-12-0092 - New Address, New PID
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2015-00088 - new structure
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Last modified
8/22/2023 4:46:51 PM
Creation date
1/21/2016 2:07:15 PM
Metadata
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Template:
x Address Old
House Number
761
Street Name
Bridgewater
Street Type
Drive
Address
761 Bridgewater Drive
Document Type
Permits/Inspections
PIN
3311823120092
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+ . ����i� �Yr�� L� <br /> 2015 Standardi=ed Goncrete Foundat�on 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-contractorslclients. <br /> These drawings are to be provided to the building inspection department as part of the permit package. <br /> 1HQEX� <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 Neight Wall Detail <br /> ��� <br /> Rei�orcing 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 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 /> Beckflll Soil: Sand-30 psflft effective lateral pressure <br /> Sandy Clay(SC)-45 psflft effective laterai pressure <br /> Clay-60 psf/ft effective lateral pressure <br /> I hereby certify that this plan,specification,or <br /> SITE 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 /> 1/24120'I 5 <br /> Oswell En�in�eMnp aRd Conwltln�.L.I.C. 1901 E H�nnepM Aw.�201 _�,��� .�'=-}' :% . <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mf���apolla,MN 66413 ��• <br /> Description: Scope of Work,Index,and Certification Pho�r 8�Z-720-483� ,,;�? 't <br /> ProjeCt# 14.100 Fax:8�2-S88-Z�66 y `t <br /> Client Name: Manor Concrete Construction, Inc.____ w�•�w��•� ��`.• ' + <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 .R.���•.`.•;, . �%�.� .' <br />
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