My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2128 112TH PL SE 2020-06-15
>
Address Records
>
112TH PL SE
>
2128
>
2128 112TH PL SE 2020-06-15
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2020 3:35:13 PM
Creation date
6/15/2020 3:34:49 PM
Metadata
Fields
Template:
Address Document
Street Name
112TH PL SE
Street Number
2128
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.
/
28
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
17 07 zs <br /> Air <br /> arm-4s_ Ibaorm <br /> Ax ,1( . .1 & ASSOCIATES , INC . <br /> GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING <br /> CONSTRUCTION TESTING & INSPECTION <br /> FORENSIC INVESTIGATION <br /> ) L \ k <br /> November 6,2018 Krazan No. 096-17496 <br /> Mr.Danny Gedalia(E-Mail) <br /> MVM DEVELOPMENT&CONSTRUCTION INC. <br /> 19528 Ventura Blvd, Suite#573 <br /> Tarzana, CA 91356 <br /> RE: NOTIFICATION OF COMPLETED WOOD SEISMIC INSPECTIONS <br /> Silver Lake Townhomes—Building E <br /> 11229 19th Avenue SE <br /> Everett,Washington <br /> Dear Mr.Gedalia, <br /> In accordance with your request and authorization,we have performed periodic special inspection services <br /> for wood seismic resistance at buildings E of the above referenced project.To the best of our knowledge, <br /> all wood seismic resistance components have been installed in accordance with the approved plans and <br /> specifications,at locations represented within Krazan reports only. <br /> Krazan inspections have been performed per engineer note 9.1,provided below. Please note that Krazan <br /> performed all inspections on site and no inspections were performed at a fabrication facility. <br /> 9.1 Wood Construction: <br /> For fabricated wood structural elements,inspect during fabrication per IBC sections 1705.5, 1705.11,and <br /> 1705.12. This includes special inspection of"high-load" diaphragms and seismic resistance components <br /> including framing anchors, hold-downs, bolted or nailed connections, shear wall nailing, floor and roof <br /> nailing,load-bearing cantilevers,and dag strut connections. <br /> If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office <br /> at(425)485-5519. <br /> Respectfully submitted, <br /> KRAZAN&ASSOCIATES,INC. <br /> Ryman L.Mercer - <br /> Project Manager <br /> Pacific Northwest Division <br /> RLM/Ikj <br /> igj) <br /> 4303 198"'Street SW,Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 <br /> With Offices Serving the Western United States <br />
The URL can be used to link to this page
Your browser does not support the video tag.