My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7205 JUNIPER DR 2019-03-28
>
Address Records
>
JUNIPER DR
>
7205
>
7205 JUNIPER DR 2019-03-28
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/28/2019 7:36:17 AM
Creation date
3/28/2019 7:36:16 AM
Metadata
Fields
Template:
Address Document
Street Name
JUNIPER DR
Street Number
7205
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
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
I001 Main Street, Suite 305 <br /> STARK Vancouver WA, 98663 <br /> FOUNDATIONS P: 360.566.7343 <br /> July 17, 2018 <br /> Mr. Cory Myron <br /> R&R Foundation Specialists <br /> 7704 176th Street SE .._._ <br /> �ohomish <br /> Re: Special Inspection -7205 Juniper Lane, Everett, Washington <br /> Permi o.: b1806-018 <br /> Dear Cory- <br /> I have performed the special inspection of the installation of the helical piers per ICC ESR-3969 for the above- <br /> rafaranrarf nrniart <br /> Helical Pier Installation: <br /> The helical pier used for installation was a 2 7/8 inch diameter pipe with a 10 inch diameter helix configuration. <br /> The installation was performed by R&R Foundation Solutions certified installers for PierTech Products using a <br /> RS-6 drive head. <br /> The maximum axial load requirement for this project is 20000 lbs ultimate load. The piers were driven to depths <br /> of 10 -_15 feet with a_minimum installation pressure of 1500 psi. This results in an ultimate axial capacity of'W <br /> 36450 lbs, exceeding the required ultimate load per the design documents. Summary: <br /> Based on my special inspection and structural observation,the helical piers were installed according to the <br /> engineering design load requirements and according to ESR-3969. <br /> Please give our office a call if you have any questions or need further assistance. <br /> taA1ELWA <br /> pF WAs14j� <br /> 47" lit- `It <br /> Reaards. <br /> Daniel Stark. P.E. 40643 ff <br /> Stark Foundations, Inc. <br /> ��'GIS7ER� �Y <br /> Attachments: Drive Log S1ONAL <br /> RS-6 Torque.Chart <br /> EXPIRES: 07/13/20 <br />
The URL can be used to link to this page
Your browser does not support the video tag.