My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
6900 WETMORE AVE SEATTLE BETHANY CHURCH 2024-10-25
>
Address Records
>
WETMORE AVE
>
6900
>
SEATTLE BETHANY CHURCH
>
6900 WETMORE AVE SEATTLE BETHANY CHURCH 2024-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2024 2:15:30 PM
Creation date
6/4/2024 10:53:55 AM
Metadata
Fields
Template:
Address Document
Street Name
WETMORE AVE
Street Number
6900
Tenant Name
SEATTLE BETHANY CHURCH
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.
/
112
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
• 110 <br /> months later a follow-up letter(Exhibit E) was written regarding original item 4 as it <br /> appeared that calculations needed some attention and connection details needed <br /> addressing. For the existing exterior wall, we are adding minimum top of wall and <br /> bottom of wall connection requirements. See new sheet S3.3. <br /> Comment 2 The Digital Record Archives of this project indicate outstanding construction issues <br /> that have not been resolved dating from April 2007 during the initial construction of the project. <br /> Please refer to attached. Please also have these issues resolved by the design team and included in <br /> the construction plans for this permit in addition to the intended proposed interior TI work as this <br /> concerns the state of the building envelope and structure(refer to Item 1). <br /> Response: Okay, see Response to 1 above. <br /> Item 1 Non-structural, non approved siding fasteners used.AOR shall notify new owner <br /> that non approved siding fasteners were used. If owner chooses to correct, follow ESR <br /> 2290 or current standard. <br /> Item 2 Non-structural. non specified thin brick wainscoat application; defer to AOR. <br /> Item 3 See new sheet S3.3 Detail 20/S3.3 <br /> Item 4 See new sheet S3.3 Details lthru 6/S3.3. <br /> STRUCTURAL COMMENTS: <br /> Drawing S2.2 Comment It is unclear if the existing steel roof framing along Grid 2 is adequate <br /> with the removal of the posts near Grid C and D. Please verify with additional <br /> calculations as required. IBC 1604. <br /> Response: The existing posts being removed at Grids C&D do not support <br /> the Main Frame girder on Grid 2. The top of the posts were detailed with <br /> vertically slotted hole connections to the underside of the Grid 2 Girder. <br /> See additional calcs included for verification of Grid A &F column <br /> reactions matching original Metallic Building Company "Base Plate <br /> Sections &Details &Reactions"Sheet No. F2 of 2 Rev B Dated 3-20-06. <br /> Additional supplemental calculations are also included for 13/S3.2 and 20/S3.3. <br /> End of Comments <br /> VISSER ENGINEERING <br /> Allen Tucker,P.E.,S.E. <br /> Visser Project No.22-025 <br /> Attachments:Exhibits A-E <br />
The URL can be used to link to this page
Your browser does not support the video tag.