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2018-00118 - new structure
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2018-00118 - new structure
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Last modified
8/22/2023 5:27:21 PM
Creation date
7/9/2018 9:31:51 AM
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x Address Old
House Number
650
Street Name
Pinehurst
Street Type
Court
Address
650 Pinehurst Ct
Document Type
Permits/Inspections
PIN
0611723340006
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2018 Standardized Top of Foundation Wall Support Drawings <br /> SCOPE OF WORK: <br /> These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete <br /> form, and masonry basement foundation walls for typical residential cases. These drawings are not to <br /> scale and all conditions are to be verified by the contractor. Means and methods of construction for <br /> shoring, water-proofing, insulation,flashing, and all other non-structural requirements are to be by others <br /> in accordance with the Code and standard industry practice. These drawings are valid through December <br /> 31, 2018. <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: �� j� <br /> S1 -Scope, Index, and Certification �j� � <br /> S2-General Notes ��� � <br /> - Be 'n Wall Detail ��� <br /> S3 Standard ari g <br /> S4-Standard Non-Bearing Wall Joist Blocking Detail <br /> S5- Bottom Chord Bearing Truss Non-Bearing Wall Detail <br /> S6-Top Chord Bearing Truss Non-Bearing Wall Detail <br /> MATERIALS: <br /> Concrete: Minimum 28 day compressive strength (F'c) of 3000 psi for walls <br /> Minimum 28 day compressive strength (F'c) 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 /> Masonry: Minimum 28 day prism strength (F'm) of 1500 psi <br /> Backfill Soil: Sand-30 psf/ft effective lateral pressure <br /> Sandy Clay-45 psf/ft effective lateral pressure <br /> Clay-60 psf/ft 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 /> / �D ��G��r�� /+� professional engineer under the laws of the state <br /> Street: (O �- of Minnesota. <br /> c�cy: O�rO�'1 v �_� �� <br /> State: MN Zip: ��✓(y Craig Oswell,PE(MN#42341) <br /> 1/1 I2018 <br /> Oswell EngineeNng and Consulting,L.L.C. 1901 E Hennepin Ave,#201 .,�,��� F::'�� :� . <br /> Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 + �a <br /> Description: Scope of Work, Index,and Certification Phone:612-720-4639 �-r `• ` <br /> .� <br /> Project# 17.100 Fax:612-886-2966 i .'` <br /> Client Name: Abfalter Brothers Concrete LLC www.oswelleacom �'• �` <br /> �;.,4 <br /> Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S1 of S6 �,. , � `; <br />
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