My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3200 CEDAR ST 2019-07-16
>
Address Records
>
CEDAR ST
>
3200
>
3200 CEDAR ST 2019-07-16
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/16/2019 10:15:09 AM
Creation date
7/16/2019 10:15:07 AM
Metadata
Fields
Template:
Address Document
Street Name
CEDAR ST
Street Number
3200
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.
/
14
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
, <br /> City of Everett Garage Door <br /> DEI 1/3/2018 <br /> DIBBLE ENGINEERS INC <br /> rpt „�, <br /> R � � «. <br /> I iC' <br /> -METAL GIRT <br /> 1 I STEEE.CHANNEL <br /> k k'' <br /> Photo 3:As-Built Drawing Section at <br /> Garage Door <br /> Conclusions & Recommendations <br /> The existing C-channel header shall be relocated to a higher position to fit the taller garage door.There is no need to <br /> upsize or modify the C-channel size. The connection of the steel channel header is detailed in sketch SK-1. Notify <br /> DEI if discrepancies exist between the detail sketch and the as-built conditions. <br /> The existing, adjacent garage door that is not being modified shall have a new header installed.The new header <br /> shall support steel studs,similar in size and thickness to existing wall studs,spanning to the underside of the <br /> relocated C-channel. The new header shall be an 800T250-54 attached to the existing studs with Simpson SFC6.25 <br /> clips.The studs shall be connected to the underside of the C-channel with an L30 clip.The bottom of the stud may <br /> be attached to the track-header with a#8 TEK screw at each flange similar to existing construction. <br /> Dibble Engineers appreciates your business.We invite you to please contact us with any questions or for <br /> clarifications to our work, and we will be happy to assist. <br /> s, COzzt_ <br /> Sincerely, •r$ OF WAsBNek <br /> DIBBLE ENGINEERS, INC. ��� 'rott <br /> �i `` <br /> 7 i K <br /> 7rz <br /> est <br /> `rlp 39519 <br /> Carson Zednick, PE URAL�,G'm' ti <br /> Design EngineerIONAL <br /> carson(a,dibbleengineers.com <br /> jj 01/10/2019 <br /> Dibble Engineers review is limited to the areas accessible and readily visible. Dibble Engineers did not conduct a <br /> building analysis for either vertical or lateral loads other than described above. Our review and discussion summary <br /> does not provide warranty either expressed or implied to the existing conditions or work completed subsequent our <br /> visit. <br /> cc: Travis Colliander, PE, SE <br /> Attachments: Detail SK-1 <br /> PAGE 20F3' <br />
The URL can be used to link to this page
Your browser does not support the video tag.