My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4715 W VIEW DR 2023-11-01
>
Address Records
>
W VIEW DR
>
4715
>
4715 W VIEW DR 2023-11-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/1/2023 3:40:02 PM
Creation date
11/1/2023 2:32:15 PM
Metadata
Fields
Template:
Address Document
Street Name
W VIEW DR
Street Number
4715
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.
/
100
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
April 20, 2021 <br />James Bronder, P.E., S.E. <br />ibonder@everettwa.gov <br />Associate Engineer — Plans Examiner / Permit Services <br />3200 Cedar Street, 2nd Floor <br />Everett, WA 98201 <br />Owner: Vance & Aleas Aeschleman <br />Job Address: 4715 West View Drive <br />Plan Check No: B2102-016 <br />RE: Response to Reviewer Comments provided on March 26, 2021 <br />1. Egress Landing — Landing was added to exterior of sliding door per IRC R3111.3. <br />2. Bathtub Clearances — Bathtub was narrowed from 36" to 32" and some minor <br />adjustments were made to fixtures to maintain 21" of clearance per IRC R307.1. <br />3. Smoke/CO2 Alarm Locations — Smoke/CO2 alarms were asbuilt on to existing structure. <br />Addition now shows new smoke/CO2 alarm per R314, R315. <br />4. Roof Ventilation — Roof ventilation is now shown on three sides of new addition <br />structure. Ventilation will = 1/150 of new addition SF or 2.64 SF. <br />5. Existing Roof Structure Supporting New Structure — <br />• Dormers deleted from permit proposal. <br />• New addition roof over existing roof structure - Checked existing roof structure <br />to load tables per IRC R802.5. Existing Douglas fir -larch #2 (or better) 2X4's, 16" <br />OC span no more than 6'-6" (existing mid span support as re -detailed on north <br />frame detail sheet ST3). The new construction capable span per the IRC table <br />with required dead loading is 7'-10". 6'-6" is less than 7'-10" meeting IRC <br />requirements. <br />All plan sheets have been updated in response to the provided comments and responses. <br />Sincerely, <br />Vance Aeschleman <br />Digitally alpned by Vance <br />Aawhlernm <br />DN: C-US, <br />Vance Aeschleman .Mahleman®gdnc.com, <br />Q.Granite Construction, <br />OU-Everetl, CN.Vance <br />Aeschleman <br />Dale: 2021.04.20 07:16:03.07'00' <br />
The URL can be used to link to this page
Your browser does not support the video tag.