© 2014 Foundation Supportworks
®
,
Inc.
All Rights Reserved
p 214
APPENDIX 2H
DOCUMENTATION
Chapter 2
Helical Foundation Systems
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
Copyright © 2014
Page 1 of 1
1000
ICC-ES Evaluation Report
ESR-3074 FBC Supplement
Reissued May 2014
This report is subject to renewal July 1, 2015.
| (800) 423-6587 | (562) 699-0543
A Subsidiary of the International Code Council
®
DIVISION: 31 00 00—EARTHWORK
Section: 31 63 00—Bored Piles
REPORT HOLDER:
FOUNDATION SUPPORTWORKS, INC.
12330 CARY CIRCLE
OMAHA, NEBRASKA 68128
(800) 281-5845
EVALUATION SUBJECT:
FOUNDATION SUPPORTWORKS HELICAL FOUNDATION SYSTEMS
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that the Foundation Supportworks, Inc. (FSI), Model HP288
Helical Foundation Systems, recognized in ICC-ES master report ESR-3074, have also been evaluated for compliance with
the codes noted below.
Applicable code editions:
2010
Florida Building Code—Building
2010
Florida Building Code—Residential
2.0 CONCLUSIONS
The Foundation Supportworks, Inc. (FSI), Model HP288 Helical Foundation Systems
,
described in Sections 2.0 through 7.0
of the master evaluation report ESR-3074, comply with the 2010
Florida Building Code—Building
and the 2010
Florida
Building Code—Residential
, provided the design and installation are in accordance with the
International Building Code
®
provisions noted in the master report and the following conditions apply:
1. Design wind loads must be based on Section 1609 of the 2010
Florida Building Code—Building
or Section 301.2.1.1 of
the 2010
Florida Building Code—Residential
, as applicable.
2. Load combinations must be in accordance with Section 1605.2 or Section 1605.3 of the 2010
Florida Building Code—
Building
, as applicable.
Use of the Foundation Supportworks Inc. (FSI) Model HP288 Helical Foundation Systems for compliance with the High-
Velocity Hurricane Zone provisions of the 2010
Florida Building Code—Building
and the 2010
Florida Building Code—
Residential
has not been evaluated, and is outside the scope of this evaluation report.
For products falling under Florida Rule 9N-3, verification that the report holder’s quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report, reissued May 2014.
