My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD BLDG 40-23 2019-06-19
>
Address Records
>
W CASINO RD
>
3003
>
BLDG 40-23
>
3003 W CASINO RD BLDG 40-23 2019-06-19
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/19/2019 1:34:06 PM
Creation date
6/19/2019 1:34:03 PM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-23
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.
/
37
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
James Bronder <br /> From: James Bronder <br /> Sent: Monday, October 1, 2018 15:28 <br /> To: 'Haberlack(US), Todd J' <br /> Subject: B1809-027 Permit Comments/Questions <br /> Todd, <br /> I'm looking through this set and I have a few questions/comments: <br /> 1. The drawings do not appear to be signed by the engineer or architect of record. A stamp is present for the <br /> engineer, but the drawings do not have signatures affixed to them. Also, is there an architect for this <br /> project? Typically, an architect is used on most of these Tls when submitting the drawing packages and was <br /> wondering if a stamped and signed architectural set was not submitted. <br /> 2. On the structural drawings and the permit calculations,the new CMU bearing walls do not appear to have an <br /> out-of-plane calculation for the walls or their anchorage at the top of the wall per ASCE 7-10 Sec 12.11. Please <br /> have the engineer of record clarify and revise connections and calculations as required. <br /> 3. On page A-1 of the permit calculations and Item 3 of Design Criteria on Sheet S2 of the permit drawings, it <br /> appears that ordinary steel moment frames and non-reinforced masonry shear walls are the proposed lateral <br /> systems for the addition. However, both lateral systems do not appear to be usable lateral systems per ASCE 7- <br /> 10 Sec 12.2.5.6 and Table 12.2-1 given the site's classification as Seismic Design Category D. Also,typical CMU <br /> walls specify a minimum amount of reinforcement which appears to be shown on Detail 4/S623. Please clarify <br /> the proposed lateral systems and revise drawings and calculations as required. <br /> Thank you, <br /> 47 CELEBRATING James Bronder, P.E.,S.E. <br /> 125 Associate Engineer—Plans Examiner 1 Permit Services <br /> YEARS Main:425.257.88101 Direct:425.257.7287 1 3200 Cedar Street, Everett, WA 98201 <br /> A story worth telling everettwa.gov/permits 1 Facebook 1 Twitter <br /> Note:Emails and attachments sent to and from the City of Everett are public records and may be subject to disclosure pursuant to the Public <br /> Records Act. <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.