My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5208 33RD AVE W 2022-03-03
>
Address Records
>
33RD AVE W
>
5208
>
5208 33RD AVE W 2022-03-03
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2022 3:40:18 PM
Creation date
3/3/2022 3:40:02 PM
Metadata
Fields
Template:
Address Document
Street Name
33RD AVE W
Street Number
5208
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.
/
19
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
DAN & BRITTNEY <br /> DAWSEY <br /> 5200 33RO AVENUE WEST <br /> EVERETT,WA 98203 <br /> Om <br /> a t FX/S7/NO gXIZB�M PROJECT <br /> O 0 <br /> • <br /> o DAWSEY <br /> Exu""G�N,2eFAM RESIDENCE <br /> f u <br /> 10I/2' REMODEL <br /> O L OS'4 y is EX4)ING4NT28FAM / "t4a/a EVERETT.WA 98203 <br /> 42 1 <br /> 4 <br /> -;¢' O O 3=/ ._ DESIGN TEAM <br /> o \ D >- oo <br /> C. <br /> og o w m MAY 0\\ r 2021 <br /> ri <br /> uo <br /> x m <br /> w 8 <br /> CITY OF EVERETT <br /> Permit Services <br /> GENERAL <br /> DATE: SeM�mbeT 7Q20M <br /> PROJECT NO: 20a3301 <br /> MANAGER: <br /> 47 DRAWN: <br /> CHECKED: <br /> ,' <br /> NOTE:PROVIDE SIMPSON STRONG-TIE A35 "` NOTE:PROVIDE SIMPSON STRONG-TIE A35 REVISION <br /> FRAMING ANCHORS AT BEAM TO FLOOR FRAMING ANCHORS AT BEAM TO CEILING. <br /> • JOIST CONNECTION WHERE FLOOR JOIST JOIST CONNECTION WHERE CEILING JOIST Na DATE SSUE <br /> REST ON THE BEAM ABUT THE BEAM <br /> 11 BASEMENT STRUCTURAL PLAN �\ <br /> E ♦ 14 FIRST FLOOR STRUCTURAL PLAN <br /> O <br /> PLAN KEYNOTES <br /> 0-6 X 6 COLUMN HEM FIR#2 OR BETTER � <br /> a 4 X 4 COLUMN HEM FIR#2 OR BETTER ,' - <br /> •, <br /> So-BEAM-4 X 16 HEM FIR 02 OR BETTER-BEAM TO BE UPTURNED INTO CEILING CAVITY • <br /> / ',-. <br /> a BEAM-6X 12 HEM FIR 420R BETTER-BEAM EXPOSED BELOW CEILING <br /> -BEAM-6 X 12 HEM FIR PI OR BETTER-BEAM EXPOSED BELOW CEILING �\� <br /> a BEAM-6 X 12 HEM FIR SELECT STRUCTURAL-BEAM EXPOSED BELOW CEILING (1\,lF .1y <br /> 7a4%4POST FROM ABOVE * Lam♦ <br /> Bo-PC62 POST CAP/BASE-SIMPSON STRONG-TIE �, L T <br /> 0-NBC POST BASE-SIMPSON STRONG-TIE L\ C . <br /> 10 LCE4 POST BEAM TIE EA.SIDE-SIMPSON STRONG-TIE L, 1 <br /> a-WP TOP FLANGE OFFSET RIGHT BEAM HANGER-SIMPSON STRONG-TIE <br /> 12 HWP TOP FLANGE BEAM HANGER-SIMPSON STRONG.TIE :STRUCTURAL PLANS <br /> 13 WP TOP FLANGE OFFSET LEFT BEAM HANGER SKEWED 15 DEGREES-SIMPSON STRONG-TIE <br /> 14 BEAM-6 X 12 HEM FIR 02 OR BETTER-LOCATE BEAM IN CEILING CAVITY <br /> IS A35 FRAMING ANCHOR EACH SIDE OF BEAM-SIMPSON STRONG-TIE <br /> SHEET NUMBER <br /> � 1 ✓ S1 .O1 <br /> 5.A <br />
The URL can be used to link to this page
Your browser does not support the video tag.