My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1410 80TH ST SW NORTHSHORE CHRISTIAN CHURCH 2016-01-01 MF Import
>
Address Records
>
80TH ST SW
>
1410
>
NORTHSHORE CHRISTIAN CHURCH
>
1410 80TH ST SW NORTHSHORE CHRISTIAN CHURCH 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/27/2017 1:31:42 PM
Creation date
4/18/2017 11:54:06 PM
Metadata
Fields
Template:
Address Document
Street Name
80TH ST SW
Street Number
1410
Tenant Name
NORTHSHORE CHRISTIAN CHURCH
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
122
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
AL; .,• <br /> r JUL 3 1 1996 t <br /> - BUItScn o„�,l & HALL <br /> ARCHITECTS, P.$. <br /> July 29, 1996 <br /> Mr. Jeff Moore <br /> flotesch, Nash & Hall Architects, P.S. <br /> 4206 Hoyt Ave. <br /> Evercu, WA 98203 <br /> Dear Jeff: <br /> RE: Northshore Christian Church-Proposed Window Locations <br /> RSP/EQE is pleased to present our opinion regarding the proposed window locations at the Northshore <br /> Christian Church. This letter summarizes our Site investigation and Recommendations. <br /> Site Investigation <br /> We visited the site on July 17 to investigate the whether or not windows could be located in the existing <br /> concrete tilt-up panels. 77ie panels are approximately 24' in width and extend from the foundation to <br /> the roof. The three proposed window locations are on the side of the building where few openings <br /> currently exist. The panels are in good condition and exhibit no visible sign of settlement or <br /> temperature-induced cracking. <br /> Recornmendations <br /> Due to the amount of solid panels that exist on the side of the building where the proposed windows are <br /> to be located, there will be adequate in the remaining concrete walls to resist code-specified earthquake <br /> and wind loads. In addition, due to the height of the wall panels and the relatively modest window size <br /> (4' wide x 6' tall), the walls gravity capacity should only be minimally affected. <br /> We recommend, however, that the windows be located at least 3' off the ground and 3' from tine <br /> adjacent panel edge. The purpose of locating the window away off the ground and away from the <br /> panel edges is to minimize the amount of reinforcing steel that will be cut to accommodate the window <br /> opening. Further, we recommend that only one window be located in a given panel. <br /> � i i il, 1. ,no 16nr Lip• .,nit u„ .vL .. Inmy..,, I •i I1.,,,. , r <br />
The URL can be used to link to this page
Your browser does not support the video tag.