My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5514 W Rhonda Ave - Plan
PBA
>
Building
>
ProjectDox
>
R
>
Rhonda Ave
>
5514 W Rhonda Ave
>
5514 W Rhonda Ave - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/6/2025 1:17:27 PM
Creation date
6/6/2025 1:16:58 PM
Metadata
Fields
Template:
Plan
Permit Number
20184587
101121738
Full Address
5514 W Rhonda Ave
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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).
Show annotations
View images
View plain text
Project Name: 5514 Rhonda Avenue, Santa Ana, California 92703 <br />Issued Date: 08/09/2024 <br />Solar Array Installation Calculations: Page | 3 <br />III.Gravity Loads <br />Roof Dead Loads Roof Dead Loads with Panels <br />Asphalt Shingles:2 psf Solar Array 3 psf <br />1/2" Plywood:1.6 psf psf <br />psf <br />psf <br />psf <br />psf <br />Total Existing Dead Load:3.6 psf Total New Dead Load:6.6 psf <br />Roof Live Loads Roof Live Loads with Panels <br />16.0 psf 0 psf <br />Snow Loads Snow Loads with Panels <br />Ground Snow Load, pg:0 psf Thermal Factor, Ct:1.0 <br />Snow Exposure Factor, Ce:1.0 Flat Roof Snow Load, pf:0.0 psf <br />Snow Importance Factor, Is:1.0 Slope Factor, Cs:1.0 <br />Thermal Factor, Ct:1.0 Sloped Roof Snow Load, ps:0.0 psf <br />Flat Roof Snow Load, pf:0 psf <br />Slope Factor, Cs:1.0 <br />Sloped Roof Snow Load, ps:0 psf <br />Gravity Load Comparison <br />Factored Load Combinations Exist. Weight (psf) New Weight (psf) <br />1.4 DL:5.0 9.2 <br />1.2 DL + 1.6 Lr:29.9 7.9 <br />1.2 DL + 1.6 S:4.3 7.9 <br /> Maximum Factored Gravity Loads:29.9 9.2 <br />% Increase in Factored Weight:-69.1% <br />Roof Live Load @ Location w/ <br />Solar Array: <br />Per Section 503.3 of the 2022 CEBC, any existing gravity load-carrying structural element for which an alteration <br />causes an increase in design dead, live, or snow load, including drift effects, of more than 5% shall be replaced or <br />altered as needed to carry the gravity loads by the CBC for new structures. <br />Since there is no increase of gravity load greater than 5%, the existing structure is adequate for the alteration. <br />Existing Design Roof Live Load <br />(reduced for sloped roof): <br />5514 W Rhonda <br />Ave11/27/2024
The URL can be used to link to this page
Your browser does not support the video tag.