My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
933 WOODLAWN AVE 2016-01-01 MF Import
>
Address Records
>
WOODLAWN AVE
>
933
>
933 WOODLAWN AVE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/26/2017 11:39:57 AM
Creation date
3/9/2017 3:39:19 PM
Metadata
Fields
Template:
Address Document
Street Name
WOODLAWN AVE
Street Number
933
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.
/
46
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
l <br />.►u�y �, 20�0 <br />pUBL/C /f�OR/CS <br />Steve Osterberg <br />933 \Vo�dlawn Avc <br />Evcrett WA 98203 <br />Subjcct: Projcct: <br />Job Address: <br />Plan Chcck No <br />Dear Mr. Oslcrbcrg: <br />Ostcrbcrg <br />933 Woodlatvn Avc <br />B1006-047 <br />In responsc to your application for a construction permit, your plans have been examined and <br />you arc advised that the issuancc of a permit is bcing withheld for thc reasons listed below. <br />These commcnts address building issucs only. Additional revisions or additions may be required <br />by othcr departmcnts (such as Utilitics, Planning or Fire). All references refer to lhe (2006 <br />International I3uilding Codc,) (2006 Intcmational Residential Code,) as amended by the State of <br />Washington and/or Washington Statc rnergy Code 2006 Edilion, and adopted by the City of <br />Everett, unlcss statcd othenvise. <br />In ordcr for thc processing of your application to continue, it will be necessary to providc <br />the 13uilding Divisiun with hro new complete sets of drawings reflecting the corrections <br />requcsted. <br />l. Providc minimum 3G" landing not morc than 7'/<" bclow thc finishcd floor at all <br />cntrancc/cxits. <br />If concrete landing, stub-out #4 rcUar at 18" o.c. to resist differential settling. <br />2. Anchor bolts to be embeddcd minimum 7" into concrete with 3"x3"x'/." plate washers; <br />sho�v on plans. <br />3. Providc altcmale braccd �vall pancl detail for garage end walls per Section RG02.10.6 and <br />Pigurc R602.10.6.2 IRC. <br />4. Provide typical scction ��•ith all components labeled. Section should be from foundation <br />to ridgc. <br />5. Spcci(y conncction of roof tn�sses to top plate capable ot�resisting overtuming and uplift. <br />6. Spccify loc:�tion (if applicable) of joinl in wall sheathing or specity continuous sheathing. <br />4olllrenbritm,nlni4w w1(eJ] �Pa.Jl.wel <br />ENGINEERING / PUBLIC SERVICES DIVISION • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8856 <br />
The URL can be used to link to this page
Your browser does not support the video tag.