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2014-01157 - new structure
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2014-01157 - new structure
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Last modified
8/22/2023 5:41:59 PM
Creation date
6/24/2019 9:26:07 AM
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x Address Old
House Number
1070
Street Name
Tonkawa
Street Type
Road
Address
1070 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0811723130020
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ununu uum <br /> 2014 Standardized Concrete Foundation Drawings <br /> SCOPE OF WORK: <br /> These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. <br /> These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of <br /> construction for shoring,water-proofing, insulation, flashing, control and construction joints, and all other non- <br /> structural requirements are to be by others in accordance with the Code and standard industry practice. These <br /> drawings are valid until the end of 2014. <br /> The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These <br /> 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 /> Concrete: Minimum 28 day compressive strength of 3000 psi <br /> Mix design is to be prepared by the concrete supplier to meet the project's requirements <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 report <br /> SITE ADDRESS: was prepared by me or under my direct supervision <br /> and that I am a duly licensed professional engineer <br /> under the laws of the state of Minnesota. <br /> Street: <br /> City: <br /> State: MN Zip: Craig Oswell, PE(MN#42341) <br /> 1/1/2014 <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 <br /> MN 55413 +�'` <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, �* <br /> iA <br /> Description: Scope of Work, Index,and Certification Phone: 612-720-4639 Ri s <br /> Fax: 612-886-2966 } <br /> Project# 13.100 <br /> comllec. <br /> Client Name: Charles Cudd De Novo www.oswe <br /> Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S1 of S6 a'' • ` +. :,tl <br />
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