My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4417 1%2 W Oakfield Ave- DL - Plan
PBA
>
Building
>
ProjectDox
>
O
>
Oakfield Ave
>
4417 1/2 W Oakfield Ave
>
4417 1%2 W Oakfield Ave- DL - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/30/2025 1:43:48 PM
Creation date
5/30/2025 8:00:59 AM
Metadata
Fields
Template:
Plan
Permit Number
20175379
101109496
Full Address
4417 1/2 W Oakfield Ave
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
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
© 2018 IronRidge, Inc. CA Flush Mount System Certification Letter - 1 <br />1495 Zephyr Avenue <br />Hayward, CA 94544 <br />1-800-227-9523 <br />IronRidge.com <br />Attn: Corey Geiger, COO, IronRidge Inc. <br />Date: September 7th, 2018 <br />Re: Structural Certification and Span Tables for IronRidge Flush Mount System <br />This letter addresses the structural performance and code compliance of IronRidge’s Flush Mount System. The Flush <br />Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or <br />landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum <br />XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof <br />attachment with 3/8” stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion <br />that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core <br />components are shown in Exhibit EX-0015. <br />The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards <br />listed below, for the load conditions and configurations tabulated in the attached span tables. <br />• ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) <br />• 2015 International Building Code (IBC-2015) <br />• 2016 California Building Code (CBC-2016) <br />• 2015 Aluminum Design Manual (ADM -2015) <br />The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the <br />respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 & 3, and roof <br />slopes from 0º to 45º. The span tables are applicable provided that the following conditions are met: <br />1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment <br />fastener) <br />2. The underlying roof pitch, measured between roof surface and horizontal plane, is 45º or less. <br />3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from <br />grade, does not exceed 30 feet. <br />4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module <br />width shall not exceed 48”. <br />5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge’s Flush Mount <br />installation manual and other applicable standards for general roof construction practice. <br />4417 1%2 W <br />Oakfield Ave04/12/22
The URL can be used to link to this page
Your browser does not support the video tag.