My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-00157 - New house
Orono
>
Property Files
>
Street Address
>
B
>
Boulder Drive
>
787 Boulder Drive - PID: 33-118-23-11-0132 - New PID
>
Permits/Inspections
>
2016-00157 - New house
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:45:05 PM
Creation date
5/12/2016 11:01:22 AM
Metadata
Fields
Template:
x Address Old
House Number
787
Street Name
Boulder
Street Type
Drive
Address
787 Boulder Drive
Document Type
Permits/Inspections
PIN
3311823110132
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
58
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� - � <br /> 2016 Standardiied Concrete Foundation Drawin� 4 a zot6 <br /> SCOPE OF WORK• �i�'�` ��� �.+'�ONO <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 2016. <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: <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 Walt 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 /> 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 /> 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 /> 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 /> professional engineer under the laws of the state <br /> Street: of Minnesota. <br /> City: <br /> �—_� �f <br /> State: MN Zlp: Craig Oswell,PE(MN#42341) <br /> 1/1/2016 <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 �. • `�-.�. -�;�, <br /> � <br /> Project Name: 2016 Standardized Concrete Foundation Drawin s Minneapolis,MN 55413 * <br /> Description: Scope of Work, Index,and Certification Phone:612-720-4639 ''� `� <br /> Project# 15.100 Fax:612-886-2966 �s <br /> � <br /> ,-�' �.� <br /> Client Name: Manor Concrete Construction, Inc. www.oswellec.com ,at`,< <br /> p�:���.� r�^ <br /> Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S1 of S6 „� , . � ,i�.�. , <br />
The URL can be used to link to this page
Your browser does not support the video tag.