My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
610 14TH ST 2025-04-01
>
Address Records
>
14TH ST
>
610
>
610 14TH ST 2025-04-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/1/2025 7:13:18 AM
Creation date
2/10/2025 10:54:18 AM
Metadata
Fields
Template:
Address Document
Street Name
14TH ST
Street Number
610
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.
/
198
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
Project: POE Central Marina Fuel Dock By: NAP <br /> 1qJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Component and Cladding Loads Date: <br /> The following provides the components and cladding loads for the buildings. <br /> References <br /> International Building Code 2018 <br /> ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> Typical Wall Stud <br /> Max stud height 9.000 ft <br /> Stud spacing 24.000 in <br /> C&C pressure -34.010 psf see separate calculation <br /> Stud load -68 plf <br /> Roof Truss <br /> Truss length 14.000 ft <br /> Truss spacing 24.000 in <br /> C&C pressure -46.925 psf see separate calculation <br /> Stud load -94 plf <br /> Reaction -657 Ibs <br /> Overhang length 2.000 ft <br /> C&C pressure -59.840 psf see separate calculation <br /> Overhang reaction -239 Ibs <br /> Total truss uplift reaction (not including DL) -896 Ibs <br /> Truss dead load 238 plf <br /> Dead load reaction 475 Ibs <br /> Uplift clip design load -253 Ibs =0.61)+0.6W <br /> 1/1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.