My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
661 W Alton Ave Unit# E - Plan
PBA
>
Building
>
ProjectDox
>
A
>
Alton Ave
>
661 W Alton Ave Unit# E
>
661 W Alton Ave Unit# E - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2025 12:08:30 PM
Creation date
6/1/2025 12:08:00 PM
Metadata
Fields
Template:
Plan
Permit Number
20183067
101119645
Full Address
661 W Alton Ave Unit# E
Text box
ID:
1
Creator:
Import Agent
Created:
6/1/2025 12:08 PM
Modified:
5/30/2025 4:50 PM
Text:
mailto:projects@evengineersnet.com
ID:
2
Creator:
Import Agent
Created:
6/1/2025 12:08 PM
Modified:
5/30/2025 4:50 PM
Text:
http://www.evengineersnet.com/
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
06/02/2024 <br />RE: Structural Certification for Installation of Residential Solar <br /> RAY GUERRERA:661 W ALTON AVE E, SANTA ANA, CA 92707 <br />Code 2022 California Building Code (ASCE 7-16) <br />Risk category II Wind Load (component and Cladding) <br />Roof Dead Load Dr 15 psf V 95 mph <br />PV Dead Load DPV 3 psf Exposure B <br />Roof Live Load Lr 20 psf <br />Ground Snow S 0 psf <br />If you have any questions on the above, please do not hesitate to call. <br />Sincerely, <br />Eugene Munyanziza, P.E.Signed 06/02/2024 <br />EV Engineering, LLC <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />Exp: 06/30/2024 <br />Attn: To Whom It May Concern <br />This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of <br />the PV system to existing roof framing. From the field observation report, the roof is made of EPDM Flat <br />roofing over roof plywood supported by 2X4 Rafters at 24 inches. The slope of the roof was approximated to <br />be 2 degrees. <br />After review of the field observation data and based on our structural capacity calculation, the existing roof <br />framing has been determined to be adequate to support the imposed loads without structural upgrades. <br />Contractor shall verify that existing framing is consistent with the described above before install. Should they <br />find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity <br />calculations were done in accordance with applicable building codes. <br />Design Criteria <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />661 W Alton Ave Unit# E- <br />101119645 & 201830677/10/2024
The URL can be used to link to this page
Your browser does not support the video tag.