My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3213 OAKES AVE C&D 2016-01-01 MF Import
>
Address Records
>
OAKES AVE
>
3213
>
3213 OAKES AVE C&D 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2017 4:09:25 PM
Creation date
2/25/2017 5:13:09 PM
Metadata
Fields
Template:
Address Document
Street Name
OAKES AVE
Street Number
3213
Unit
C&D
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.
/
47
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
C � <br /> June 14, 2011 <br /> Jeff Heilman <br /> Development Technician <br /> City of Everett <br /> 320^Cedar Street <br /> Everett5,WA 98201 <br /> Project: Jubie <br /> Job Address: 3213 Oakes Ave <br /> Plan Check No: CI105-020&C1105-021 <br /> Dear Mr. Heilman, <br /> In response to your corrections letter dated June 8,2011 each of the following items are addressed on <br /> the both plan sets as follows: <br /> 1. Supporting Construction per Section R3023- Referenced and shaded on sheet A23,supportin� <br /> construction shall have a 1 hour rated wall construccion. Details per sheet A4.0 <br /> 2. Provided 1 hour woll details ond specifications on sheet A4.0. <br /> 3. Details and specifications provided on sheet A4.0 for 1 hour jlre nslsNng floorJceiling <br /> assembly. Referenced on floor plan sheets A23 and A2.4 <br /> 4. Updated energy coded reference on cover sheet,A1.0 <br /> 5. Added Note Supply and rctum ductwork in unconditioned spoces shall be insulated to min. R-8 <br /> to sheet A1.0 under 2009 WSEC notes <br /> 6. Added note Whole houu fon to 6e 1 sone to Sheet A2.1 and A2.2 Floor Plan Note ri 5 and note <br /> on floor plans <br /> 7. Added Note One ventilatinp opening shall be lornted within 3'-0"of eath comer of the <br /> 6u(IdJng...to Sheet A2.0 FOUNDATION VENTILATION CALCULATIONS. <br /> 8. Revised Sheet A2.0 Foundation Plan to show Stub-out N4 rebar�+118"oc at concretr porch and <br /> referenced in note along with note 7-3/4" max. rise at step down to porch <br /> 9. Revised foundation plan sheet A2.0 so no foundation vents arc shown underABWP and <br /> required AB <br /> 10. Licensed WA State Structural Engineer, SDA,provided new Lateml desipn. <br /> 11. Provided i hour wall details and specijications at all common areas. Referenced on Sheet A2.3 <br /> and A2.4 and Details per sheet A4.0 <br /> 5incerely, <br /> Elaine Groth <br /> ESG Design <br /> 425-876-4447 <br /> esg4design@gmail.com <br />
The URL can be used to link to this page
Your browser does not support the video tag.