My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
931 BROADWAY TEUTSCH STUDENT HOUSING 2018-03-07
>
Address Records
>
BROADWAY
>
931
>
TEUTSCH STUDENT HOUSING
>
931 BROADWAY TEUTSCH STUDENT HOUSING 2018-03-07
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/7/2018 10:00:50 AM
Creation date
1/17/2018 4:21:42 PM
Metadata
Fields
Template:
Address Document
Street Name
BROADWAY
Street Number
931
Tenant Name
TEUTSCH STUDENT HOUSING
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.
/
444
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
Geotechnical Report <br /> Proposed Student Housing: 931 Broadway Street, Everett, Washington <br /> December 8, 2015 <br /> 4.0 GEOTECHNICAL RECOMMENDATIONS <br /> 4.1 SEISMIC DESIGN PARAMETERS <br /> The 2012 International Building Code (BC) seismic design section provides a basis for <br /> seismic design of structures. Table 1 below provides seismic design parameters for the <br /> site that are in conformance with the 2012 IBC, which specifies a design earthquake <br /> having a 2% probability of occurrence in 50 years (return interval of 2,475 years), and the <br /> � 2008 USGS seismic hazard maps. <br /> , Table 1 —Seismic Design Parameters <br /> Spectral Spectral Design Spectral <br /> Site Control Periods <br /> Acceleration Acceleration Response <br /> Site Coefficients [sec.� <br /> Class at 0.2 sec. [g] at 1.0 sec. [g] Parameters <br /> Ss S� F� Sus Spi To Ts <br /> F;� <br /> C 1264 0.481 1.000 1319 0.843 0.423 O.100 0.502 <br /> The spectral response accelerations were obtained from the USGS Earthquake Hazards <br /> Program Interpolated Probabilistic Ground Motion website (2008 data) for the project <br /> latitude and longitude. <br /> Liquefaction Potential: Liquefaction is a process that can occur when soils lose shear <br /> strength for short periods of time during a seismic event. Ground shaking of sufficient <br /> strength and duration results in the loss of grain-to-grain contact and an increase in pore <br /> - water pressure, causing the soil to behave as a fluid. Soils with a potential for <br /> liquefaction are typically cohesionless, predominately silt and sand sized, must be loose, <br /> - and be below the groundwater table. The site is predominantly underlain by very dense <br /> silty sand with gravel without a defined groundwater table. Based on these conditions, in <br /> our opinion the liquefaction potential of the site is negligible and design considerations <br /> related to soil liquefaction are not necessary for this project. <br /> 4.2 BUILDINC FOUNDATIONS <br /> Based on the subsurface conditions encountered at the site and our understanding of the <br /> planned development, it is our opinion the proposed building may be supported on <br /> I 5-275 931 F3roadway,Everett P1ge 5 PaI1CiE0, InC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.