My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1000 SE EVERETT MALL WAY BASE FILE 2018-01-01 MF Import
>
Address Records
>
SE EVERETT MALL WAY
>
1000
>
BASE FILE
>
1000 SE EVERETT MALL WAY BASE FILE 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/27/2019 8:19:18 AM
Creation date
2/13/2017 6:55:29 AM
Metadata
Fields
Template:
Address Document
Street Name
SE EVERETT MALL WAY
Street Number
1000
Tenant Name
BASE FILE
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.
/
171
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
Plan Check 1722 <br /> Larry Callahan <br /> September 10, 1985 <br /> Page Three <br /> 11 . Additional Comrnents: <br /> a. At the car.tilever details 1 /5-4, 7 /S-5, 1 /S-6, 9/ 5-10, etc. , a large <br /> horizontal force is tranmitted by the sloping angle brace directly into <br /> the bottom chord of the Taftrus girder, which should be desig:ied for <br /> this force unless column web stiffen�rs are added. <br /> b. At Detail 6/S-9, 13/5-9, 5/5-10, etc. how is Yhe welding between <br /> plates inside the tube column accomplished? If welding from the top, <br /> the electrode angle is too steep. <br /> I am returning all data until the above comments have been satisfied. Please <br /> feel free to call if you have any questions. <br /> Very truly yours, <br /> ��/�� �j ; <br /> ��'-1.��� r �ir.G.?�/ <br /> Glenn C. Frank, P.E. <br /> Regional Engineer <br /> Ijh <br /> c/Gabbert, Browfleit, Peterson Architects <br /> John Griffin, Engineer <br />�� <br />
The URL can be used to link to this page
Your browser does not support the video tag.