My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1809 HOLBROOK AVE 2018-01-02 MF Import
>
Address Records
>
HOLBROOK AVE
>
1809
>
1809 HOLBROOK AVE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/15/2022 12:44:18 PM
Creation date
2/20/2017 9:51:02 AM
Metadata
Fields
Template:
Address Document
Street Name
HOLBROOK AVE
Street Number
1809
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.
/
118
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
TSE <br />Arditbture • Engiamving • Planning <br />10110 N.E. 178Mt Str"t, Suit* 101 <br />Woodirmil•. WA •M072 • (425) Jai •6501 <br />SPECIFICATIONS <br />PROJECT: <br />CRANE DESIGN, INC. <br />" N. i93o <br />BY: ilYN�G7L. /0�.3E <br />DATE <br />DESIGN LOADING <br />WIND SPEED = <br />8G mph <br />EXPOSURE= 46 <br />SNOW = 2,57 <br />psf <br />SEISMIC ZONE = <br />3 <br />TYPE OF STRUCTURE = Primate Residence <br />=1l.•M• • <br />WIND: UBC METHOD 1 (NORMAL FORCE METHOD) <br />SEISMIC: UBC STATIC FORCE PROCEDURE <br />UNIFORM BUILDING CODE, 1997 Edition <br />L MM; <br />CITY Of' f!/6 QET7' <br />Structural Engineering additional <br />requirements or changes to Plans <br />are as shown on sheets 3 2 <br />through ,3 of these calculations <br />with Notes, Schedules & Details <br />per Drawing No. TSE-1.A T-5E-2 <br />C�roNA�rr'�'� <br />EXPIRES g,/ 20 / <br />ENGINEER'S SEAL IS FOR LATERAL LOAD <br />DESIGN DUE TO SEISMIC AND WIND FORCES <br />AND FOR GRAVITY LOAD DESIGN OF ALL <br />BEAMS. EXCEPTIONS: P Oti 5 <br />a <br />
The URL can be used to link to this page
Your browser does not support the video tag.