My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2900 GRAND AVE PAGODA VILLAGE 2025-07-28
>
Address Records
>
GRAND AVE
>
2900
>
PAGODA VILLAGE
>
2900 GRAND AVE PAGODA VILLAGE 2025-07-28
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/28/2025 8:56:50 AM
Creation date
5/30/2019 7:21:35 AM
Metadata
Fields
Template:
Address Document
Street Name
GRAND AVE
Street Number
2900
Tenant Name
PAGODA VILLAGE
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.
/
515
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
Consulting Engineers <br /> September 10, 2013 <br /> Mr. Steve Miller <br /> Associate Engineer <br /> City of Everett, Public Works Department <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> Subject: 2900 Grand Avenue, Pagoda Village <br /> Plan Check No. B1306-035 Comments <br /> Dear Mr. Miller: <br /> We have received your construction permit plan check comments for the above-mentioned <br /> project. The project involves a five-story wood-framed residential structure over a concrete <br /> structure for mixed-use and parking. KPFF is providing a response to the comments related to <br /> our structural drawings. Your comments are repeated in italics, and our responses follow. <br /> COMMENT AND RESPONSE <br /> • <br /> Comment 2: The proposed party wall detail 10/A9.04 indicates discontinuous floor <br /> sheathing. Please provide verification from the engineer that this will be acceptable. If so, <br /> fire blocking should be added. <br /> Response: Discontinuous floor sheathing is not acceptable from an engineering <br /> standpoint. The design intent is to provide a single continuous diaphragm made of nailed <br /> floor sheathing. Thus, all sheathing must be continuous under walls. This condition is <br /> indicated in the structural drawings at typical details on S5.02 as well as roof/floor <br /> diaphragm nailing schedule on Q/S5.05. <br /> Comment 3: The typical wall details of A9.04, including fire wall, should include the <br /> structural sheathing where applicable. <br /> Response: Detail Q/S5.02 has been added to provide structural information for the fire <br /> wall at the area separation. This clarifies that continuous sheathing is required across <br /> the area separation, in accordance with the design intent mentioned in our response to <br /> Comment 2 above. This detail has been called out at the area separation walls on plan <br /> sheets S2.09, S2.11, S2.13, S2.15, and S2.17. <br /> 1601 Fifth Avenue Suite 1600 Seattle, WA 98101 (206)622-5822 Fax(206)622-8130 <br /> Seattle Everett Tacoma Lacey Portland Eugene Sacramento Grass Valley San Francisco Walnut Creek Los Angeles Long Beach Pasadena <br /> Irvine San Diego Boise Phoenix St. Louis Chicago New York <br />
The URL can be used to link to this page
Your browser does not support the video tag.