My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2100 S Fairview St - Plan
PBA
>
Building
>
ProjectDox
>
F
>
Fairview St
>
2100 S Fairview St
>
2100 S Fairview St - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2026 5:03:15 AM
Creation date
2/13/2026 5:01:05 AM
Metadata
Fields
Template:
Plan
Permit Number
20184701
101121913
Full Address
2100 S Fairview St
Street Number
2100
Street Direction
S
Street Name
Fairview
Street Suffix
St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
111
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
Client - SCE Charge Ready Date - <br />Project -Brixen EVCS Made By - <br />Location -2100 S Fairview ST, Santa Ana, CA 92704 Orange County. Checked By - <br />Proj. No. -Preliminary - <br />9/18/2024 <br />DSS <br />- <br />80% Review1650605 <br />Description -Design calculations for footing pad of switchboard, Transformer, Distribution Panel, <br />EV Charger & Gateway Final -100% Review <br />Base Shear Force and Moment <br />1. Switchboard Panel <br />Shear Force 0.3x1.044x1x0.5 0.157 kip <br />Shear Force on each Support 0.16/4 0.039 kip <br />Moment (0.16x4x2)/3 0.418 kip-ft (C.G Considered at 2/3rd <br />of Height) <br />2. Distribution Panel <br />Shear Force on each Support 0.3x1.044x1x0.735 0.230 kip <br />Shear Force on each Support 0.23/4 0.058 kip <br />Moment (0.23x5.33x2)/3 1.150 kip-ft (C.G Considered at 2/3rd <br />of Height) <br />3.Transformer <br />Shear Force 0.3x1.044x1.5x0.6 0.281 kip <br />Shear Force on each Support 0.28/4 0.070 kip <br />Moment (0.28x3x2)/3 0.562 kip-ft (C.G Considered at 2/3rd <br />of Height) <br />4. EVC10 Level 2 AC EV Charger <br />Shear Force 0.3x1.044x1x0.04 0.013 kip <br />Shear Force on each Support 0.01/4 0.003 kip <br />Moment (0.015x6x2/3)0.050 kip-ft <br />5. Gateway <br />Shear Force 0.3x1.044x1x0.5 0.016 kip <br />Shear Force on each Support 0.01566/4 0.004 kip <br />Moment (0.030x4*2/3)0.042 kip-ft (Height of C.G.of Gateway <br />from base of H frame= 4 ft)
The URL can be used to link to this page
Your browser does not support the video tag.