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BY
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES.
SECTION: 0616 00—SHEATHING
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
SECTION: 07 30 05--ROOFING FELT AND UNDERLAYMENT
REPORT HOLDER:
HUBER ENGINEERED WOODS, LLC
ONE RESOURCE SQUARE
10925 DAVID TAYLOR DRIVE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28262
EVALUATION SUBJECT:
ZIP SYSTEM® AND ZIP SYSTEM+TM ROOF SHEATHING
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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 anyfinding or other mailer in this report, or as to any product covered by the report. =...=
Copyright 0 2015 ICC Evaluation Service, LLC. All rights reserved.
ICC-ES Evaluation Report ESR-1473*
Reissued September 2015
This report is subject to renewal September 2017.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 06 00 00—WOOD, PLASTICS, AND
COMPOSITES
Section: 06 16 00—Sheathing
DIVISION: 07 00 00--THERMAL AND MOISTURE
PROTECTION
Section: 07 30 05—Roofing Felt and Underlayment
REPORT HOLDER:
HUBER ENGINEERED WOODS, LLC
ONE RESOURCE SQUARE
10925 DAVID TAYLOR DRIVE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28262
(800) 933-9220
www.huberwood.com
EVALUATION SUBJECT:
ZIP SYSTEM® AND ZIP SYSTEM+TM ROOF SHEATHING
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2015, 2012 and 2009 International Building Code® (IBC)
■ 2015, 2012 and 2009 Intemational Residential Code®
(IRC)
* 2013 Abu Dhabi Intemational Building Code (ADIBC)t
tThe ADIBC Is based on the 200918C. 2009 i8C code sections referenced
In this report are the some sections in the ADIBC_
Properties evaluated:
■ Structural —wind uplift resistance
■ Nonclassified roof covering
■ Classified roof covering
■ Weather resistance
2.0 USES
ZIP System® and ZIP System+TM roof sheathing panels
are used as combination roof sheathing and roof
underlayment.
3.0 DESCRIPTION
The ZIP System® and ZIP System+Tm roof Sheathing
panels are wood structural panels having a laminated
facer. The ZIP System+TM panels are manufactured using
a different resin than the Zip System® panels.. The panels
are installed with a proprietary seam tape, which allows the
systems to be used as an alternate to the underlayment
required in Chapter 15 of the IBC and Chapter 9 of the
IRC. The OSB substrate complies with U.S. DOC PS-2 for
wood structural panels and Is overlaid on one side with a
medium -density, phenol -impregnated, polymer -modified
sheet material. The standard -size panels are nominally
4 feet by 8 feet. Oversize panels, wider than 4 feet
(1219 mm) or longer than 8 feet (2438 mm), or both, are
also produced. The panels are available with either a
square -finished -edge profile a tongue -and -groove edge
profile or a machined edge profile. The proprietary seam
tape is a self -adhering sheet -type membrane consisting of
acrylic adhesive laminated to a polyolefin backing, and the
face of the tape is labeled with ESR-1473. The tape is
0.012 inch thick (0.30 mm) with a minimum width of
3 inches (76.2 mm), and comes in rolls of varying length.
4.0 INSTALLATION
4.1 General:
Installation of ZIP System® and ZIP System+TM roof
sheathing must comply with the applicable code, this report
and the manufacturer's published Installation instructions.
The installation instructions are to be available at the
jobsite at all times during installation. The instructions
within this report must govern if there are any conflicts
between the manufacturer's published instructions and this
report.
4.2 Application:
The ZIP Systeme and ZIP System+TM roof sheathing
panels must be installed with the longer dimension
perpendicular to the roof framing and fastened to the
roof framing in accordance with the applicable code for
wood structural panels. The panels must be installed in
accordance with the panel span rating as shown on the
panels. All corners are to be securely fastened. Tongue -
and -groove and machined edge panels are designed to
provide the correct gap size at the panel edges during
Installation. Squared -edged panels must be spaced apart a
minimum of inch (3.18 mm) at the time of installation.
End joints of adjacent panel runs must be staggered. The
panel must be installed with the laminated phenol -
impregnated polymer -modified sheet material facing to
the exterior. All ZIP System® and ZIP System+ne roof
sheathing seams must be sealed with the Zip System®
tape. All overlay surfaces must be free of any significant
presence of debrise particles or sawdust prior to Installation
of the ZIP System tape. Overlay surfaces must be void of
any free water prior to application of the ZIP System® tape.
The ZIP Systeme tape edges must be sealed and the tape
is to be centered within +/- 112 Inch Q2.7 mm) of all panel
edge seam centers. All ZIP System and ZIP System+TN
'Revised November 2015
ICC-ES Evaluation Reports are not to be eonstrved ai "Presenting aesthetics or any other artrMunr not rpeci%rcally addmsed, nor are they to be construed
as an endorsement of the subject ojthe reporr or a recommendation for its we. Them tr no warmnry by ICC Evoluation Service, LLC. erpras ar Implied ar t►�
to anyjInding or other matter in this report, or as to any produci covered by the report.
Copyright 0 20151CC Evaluation Service, I.I.C. All rights reserved. Page I of 2
ESR-1473 I Most Widely Accepted and Trusted
Page 2 of 2
roof sheathing surface defects, openings, cracks, etc., that
wood structural panels with either a 24/16, 32/16 or
completely penetrate the overlay and substrate, and
40/20 span rating.
caused by handling or construction work, must be covered
with the ZIP System® tape. The ZIP System® tape must
6.4 In jurisdictions enforcing the IBC, the roof covering
extend a minimum of 1 Inch (25.4 mm) past the panel edge
system incorporating the panels is limited to
T-joint intersections. The ZIP System ® tape must be
installations In the following construction types:
adhered to the ZIP System® and ZIP System+TM roof
. Type III-B and Type V-B
sheathing. Wrinkles in the ZIP System seam tape are
acceptable unless they create a leak path to the panel
- Type III -A or Type V-A under the conditions
seam.
specified in footnote d of IBC Table 601
4.3 Roof Assemblies
- Type ill -A or Type V-A under the conditions
4.3.1 Classified Roof Coverings
specified in footnote b of IBC Table 601, for
occupancies other than Group F-1, H, M and S-1
4.3.1.1 Class A: Underlayment is not required for a
� ,,,
minimum /z-Inch thick Zip System+ roof sheathing with
In jurisdictions enforcing the IRC, the roof covering
Class A asphalt glass fiber mat shingles.
system incorporating the panels may be installed on
structures constructed in accordance with the IRC.
4.3.1.2 Class B: Underlayment is not required for a
minimum 7/16-inch thick Zip System® roof sheathing with
5.5 Enclosed attics and rafter spaces must be ventilated
Class A asphalt glass fiber mat shingles.
in accordance with the applicable code, except where
unvented conditioned attic assemblies are permitted
4.3.2 Nonclassified Roof Coverings: The ZIP System®
by 2015 and 2012 IRC Section R806.5 or 2009 IRC
and ZIP System+m roof sheathing panels are limited to
Section R806.4.
installation on buildings permitted to have nonclassified
roof coverings using code -complying asphalt -fiberglass
barrierm st
5.6 An ice barrier must be provided as required by
shingles, metal shingles, metal panels, wood shakes, wood
Section . the IBC and Section R905.2.7
and Sect
shingles, built-up roofing, slate and slate -type shingles,
of the 2015 IRC and Section of the 2012
and clay and concrete tile roof coverings. Roof coverings
and 2009 IRC.
may be applied directly to the taped ZIP System® and ZIP
5.7 Installation is limited to roofs having a slope of 2:12
System+TM roof panels unless multi -layer underlayments
(16.67% slope) or greater.
are required.
5.8 ZIP System® and ZIP System+TN roof sheathing
4.4 Wind Uplift Resistance:
panels are manufactured by Huber Engineered
Wind uplift design loads and ZIP System® and ZIP
Woods, LLC, in Crystal Hill, Virginia; Commerce,
System+TM roof wood structural panel allowable uplift
Georgia; Broken Bow, Oklahoma; and Easton, Maine,
resistance shall be determined in accordance with
under a quality -control program with inspections by
Sections 1609 and 2304.8.2 of the 2015 IBC or 2304.7.2 of
ICC-ES.
the 2012 and 2009 IBC and Section R301.2.1 of the IRC.
6.0 EVIDENCE SUBMITTED
Roof coverings must be fastened to the sheathing with
mechanical fasteners sufficient to resist the design uplift
load.
6.0 CONDITIONS OF USE
The ZIP System® and ZIP System+TM roof sheathing T
panels. described in this report comply with, or are suitable
alternatives to what is specified in, those codes listed in
Section 1.0 of this report, subject to the following
conditions:
5.1 This evaluation report and the manufacturer's
published installation instructions, when required by
the code official, must be submitted at the time of
permit application.
5.2 The ZIP System® and ZIP System+TM roof sheathing
panels must be manufactured, identified and installed
in accordance with this report and the manufacturer's
published installation instructions.
5.3 The ZIP System® and ZIP System+Tm roof sheathing
panels are limited to code -approved structural use for
Data in accordance with the ICC-ES Acceptance Criteria
for Wood Structural Panel Roof Sheathing Factory -
laminated with an Alternative Roof Underlayment (AC266),
dated May 2008 (editorially updated October 2015).
0 IDENTIFICATION
Each ZIP System® and ZIP System+TM roof sheathing
panel covered by this report must bear a label that includes
the manufacturer's name (Huber Engineered Woods, LLC)
and address; the product name; the evaluation report
number (ESR-1473); and the grade, performance category
and bond classification.
The panel mill label and span rating, grade, performance
category and bond classification label must be visible on
the bottom face of panels, opposite the laminated facer.
The ZIP System® tape roll is labeled with the product
name and the evaluation report number (ESR-1473).
IMES Evaluation Report ESR-1473 FBC Supplement
Reissued September 2015
This report is subject to renewal September 2017.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council®
DIVISION: 06 00 00—WOOD, PLASTICS, AND COMPOSITES
Section: 0616 00—Sheathing
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 30 05—Roofing Felt and Underlayment
REPORT HOLDER:
HUBER ENGINEERED WOODS, LLC
ONE RESOURCE SQUARE
10925 DAVID TAYLOR DRIVE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28262
(800) 933-9220
www.huberwood.com
EVALUATION SUBJECT:
ZIP SYSTEM° AND ZIP SYSTEM+m ROOF SHEATHING
1,0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that ZIP System® and Zip System+TM roof sheathing,
recognized in ICC-ES master evaluation report ESR-1473, has also been evaluated for compliance with the codes noted
below.
Applicable code editions:
■ 2014 Florida Building Code —Building
■ 2014 Florida Building Code —Residential
2.0 CONCLUSIONS
The ZIP Systems and ZIP System+T" roof sheathing, described in Sections 2.0 through 7.0 of the master evaluation report
ESR-1473, complies with the 2014 Florida Building Code —Building and the 2014 Florida Building Coda—Residenlial,
provided the design and installation are in accordance with the International Building Code® provisions noted In the master
report, and with the condition that wind uplifting design loads must be determined in accordance with Section 1609 of the
Florida Building Cade —Building and Section R301.2.1 of the Florida Building Code —Residential.
Use of the ZIP System® and ZIP System+TM roof sheathing for compliance with the High -Velocity Hurricane Zane
provisions of the 2014 Florida Building Code —Building and the 2014 Florida Building Code—Residendal has not been
evaluated and is outside the scope of the 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 September 2015 and revised November 2015
ICC-ES tvaluadon Reports are not to be mnamed as representing aesthetics or any other almbures not specflcally addr sed nor am they ro be constmed
as an endorsement olthe subject o/the report or a recommendation for its we. There is no warranty by ICC Evaluation Service, LLC, express ar implie,4 ar '
to any finding or other matter in this report, or ar to anyproduof covered by the upon,
Copyright 0 2015 ICC Evaluation Service, I.I.C. Al rights reserved. Page 1 of 7
• Florida Building Code Online Page 1 of 1
r e
oc PnabszT to,: cayx '-Pr kp +rsrars .c;r,7:.�:1 udrn
Code Version
2014
FLti
17147
Application Type
ALL
Product Manufacturer
ALL
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
Quality Assurance Entity
ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name
ALL
Product Description
ALL
Approved for use In HVHZ
ALL
Approved for use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
ALL
EW
T M
,Heaufacturer
Validated t3v
Status
FL17147.
Revision
Huber Engineered Woods LLC
ICC Evaluation Service,
Approved
81
Category: Structural Components
LLC,
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Subcategory: Products Introduced as a Result of New
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electronic mall to this tnttty. Instead, contact the omen by phone or by traditional mall. it you have any questions, please Contact 950.487.1395. -Pursuant to
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