HomeMy WebLinkAboutProduct Approval °F. b EXTERIOR RESEARCH&DESIGN,LLC.
it
ERD � g Certificate of Authorization#9503
CITT:F)UNITY R 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R4
32923 Mission Way FL11602-R4
Mission, BC V2V-6E4 Canada Date of Issuance:11/03/2008
(551)574-2939 Revision 4:10/10/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Titanium""Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity'ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 7.
Prepared by: ,,,,,,,,,, rrr,.,,,,
Robert J.M.Nieminen, P.E. ij" '.•04N The facsimile seal
tO Cappearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 10/10/2017.This does not serve as!an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. TrinitylERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
NiC1,,)
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium•" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated
compliance with the intent of the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with applicable sections the following Standards. Compliance is subject to the Installation
Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.1.1,T1507.1.1 Unrolling,Breaking Strength,Pliability ASTM D226 2009
1507.1.1 Tear Strength ASTM D1970 2015
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 •
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
EntityExamination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) ASTM D226 138010.08.11 08/11/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007
ITS(TST1509) ASTM D226 3130639C0Q-002A 08/21/2007
ITS(TST1509) Physical Properties 3126617C0Q-005 10/31/2007
ITS(TST1509) ASTM D226 101823107C00011 01/23/2015
PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 10/03/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017
PRI(TST5878) ASTM 01970;Tear strength OCF-334-02-02 10/03/2017
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Service Confirmation 09/30/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlavments:
4.1.1 'Titanium•" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a
polymer-coated, synthetic woven sheet. The underside is backed with.a release film. Unit weight 24
lbs/square. Meets ASTM D1970 as a single-layer and meets FRSA/TRI April 2012 when used in 2-ply system.
4.2 Mechanically Fastened Underlavments:
4.2.1 Titanium"' UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side
with a polymer coating. Unit weight 2.5 lbs/square. Meets FBC 1507.1.1(Exception).
4.2.2 Titanium"' UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4.0 lbs/square. Meets FBC 1507.1.1(Exception).
4.2.3 Titanium"'UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4.7 lbs/square. Meets FBC 1507.1.1(Exception).
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 2 of 7
n
• TRINITY ERD
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Titanium"' Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
Table 1:.Roof Cover Options •
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate 'I
Titanium PSU-30 Yes
Yes Yes, Yes • Yes Yes
(Silvassa,India) (See 5.5.1) •
Titanium PSU-30
(Brentwood,NH) Yes No No- Yes Yes , Yes
•
Titanium UDL-25 YesNo : .,'No_ ,: Yes Yes Yes
Yes Yes •
Titanium UDL-30 Yes (Base Sheet in 2-ply (Base Sheet in 2
ply Yes . Yes Yes Ej
,
Titanium UDL-50 Yes No '.No • Yes Yes Yes
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE I UNDERLAYMENT COMBINATIONS1.
Adhesive Florida Product Approval Underlayments
Dow TileBondTM FL22525 Titanium PSU-30(Silvassa,India)
ICP Adhesives Polyset®AH-160 FL6332 Titanium PSU-30(Silvassa,India)
5.6 Allowable Substrates;Titanium PSU-30:
5.6.1 Direct-Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226,Type I or II felt.
> Titanium UDL-30(primed with D41 primer)or UDL-30(inverted).
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
TRINITY ER®
5.6.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for
determination of design wind loads.
#1 Maximum Design Pressure=-45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional)ASTM D41
Underlayment: One or two plies,Titanium PSU-30(Silvassa,India),self-adhered
#2 Maximum Design Pressure=-30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: One or two plies,Titanium PSU 30(Silvassa,India),self-adhered
#3 Maximum Design Pressure=-30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga., 1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies,Titanium PSU 30(Silvassa,India),self-adhered
#4 Maximum Design Pressure=-45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(inverted)
Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: One or two plies,Titanium PSU 30(Silvassa,India),self-adhered
#5 Maximum Design Pressure=-45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/161 inch
with min.32 ga.,1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies,Titanium PSU 30(Silvassa,India),self-adhered
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 4 of 7
TRINITY ERD
5.6.3.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Titanium UDL-25,Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30(Silvassa,India)shall not be left exposed for longer than 90-days.
Titanium PSU-30(Brentwood,NH)shall not be left exposed for longer than 30-days.
5.8 Tile Slippage Limitations[per FRSA/TRI April 2012(04-12)1:
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE.INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 5:12
Titanium PSU-30(Silvassa,India)
Lugged Max.10-tile stack 6:12
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Titanium'"UDL-25, UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet-
width for double-layer applications.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch
diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps;screws and plates; or
plastic cap staples.
6.3.3 Slopes of 4:12 or greater:
End (vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with
the surface markings on the exposed face of the underlayment. When batten systems are to be installed
atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the
battens.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 5 of 7
TRINITY'1 ER®
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet
over the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining
minimum 25-inch side(horizontal)laps,resulting in a double-layer application.
6.4' ;Titanium'"PSU,-30:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re-roll with the release film side out.
Membrane Application:
➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in
place,printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the
membrane into place.
> Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner.
> End (vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches.
> If the membrane becomes misaligned,cut the roll and re-start.
> Upon completion,inspect the membrane and repair any defects or fish-mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
6.4.3 Tile Applications[Titanium PSU-30(Silvassa,India)onlyl:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using ithe
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies
minimum 24-hour cure time after installation,before loading of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
6.5 Titanium 2-Ply System: •
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30(Silvassa,India),self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 61
.3.3
followed by Titanium PSU-30(Silvassa,India)in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, usingl,the
instructions noted above as a guideline.
For mechanically fastened tile roofing, refer to Interwrap published installation instructions, but notIless
than the fastener density from FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set tile roofing,refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies
minimum 24-hour cure time after installation,before loading of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 6 of 7
TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Productlsl
Mission,BC,Canada FBC 1507.1.1(Exception) Titanium UDL-30;Titanium UDL-50
Qingdao,China FBC 1507.1.1(Exception) Titanium UDL-25;Titanium UDL-30;Titanium UDL-50
Silvassa,India FRSA/TRI 04-12(2-ply system) Titanium PSU-30(Silvassa,India)
Brentwood,NH ASTM D1970 Titanium PSU-30(Brentwood,NH)
9. QUALITY ASSURANCE ENTITY:
I ntertek Testing Services NA Inc.—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 67N EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 7 of 7
CIE) EXTERIOR RESEARCH&DESIGN, LLC.
of Authorization#9503
TRINITY 353 CHRISTIAN STREET,UNIT#13
ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-R13
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 8: 10/09/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by: ,rr,.
`,S,n�i ,,,,
�1.�.o.sx ��
•
SCT•.R-._u eZ:y,,.
''�5�: ,^,g,,,4' The facsimile seal appearing was authorized b Robert)
Robert J.M.Nieminen,P.E. ,a,J,o`a� PPe g v
Florida Registration No.59166,Florida DCA ANE1983 '���,,,,,,""`� Nieminen,P.E.on 10/09/2017.This does not serve as an
electronically signed document
CERTIFICATION OF INDEPENDENCE:
1. Trinity'ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity'ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
q°\\N
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination . Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'""are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4.-Duration', TruDefinition' Duration', Duration' Premium Cool, TruDefinition® Duration' Designer Color
Collection, TruDefinition'Oakridge, Oakridge and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip &Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidget'Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
(....-„,/,--,.\
TRINITY°ii.ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158, Class H,indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (Van = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mph Nut=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire shingles require minimum five(5)nails per shingle.
WeatherGuard HP shingles require minimum six(6)nails per shingle.
➢
DevonshireTM shingles require minimum six(6)nails per shingle.
> Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—StarterStripShingleandStarterStripPlus:
Felt underlayment 'S Deck Felt undeda ent oijG Deck SeItadhered
'�- � 'ly Weatherl.oclErJ
10
Self-adhered undedayment
.jr Weathe&acica
underlayment �((
10
Dom-- �� Drip edge Drip— .�''Drip edge
edge f/JUO �g0 Flo
Nails located Mals located
® 2-3"from cavo ® r-3"from cave
Install fust ® Self-sealing adhesive ® SeAaearmg adhesive
Starter Strip positioned slang cave Instal first Starter Strip Plus positioned along cave
shingle with \ with 6°removed
6"removed
Starter Strip shingle overhangs eaves and rakes'/e-i'' Starter Strip Plus overhangs eaves and rakes 1/4'-3/4'
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
TRINITY I ERP
6.2.6 Minimum Nailing—Classic®&Supreme:
ammai
Normal Mansard or Area pare Normal Mansard or Area pore
Wind Areas High Wind desvanes y Wind Areas High Wind desvanes v
Area pare vientos normales Areas vientos fuertes Area pore vientos'normeles Areas vientos fuertes
5"Exposure 5 5/8"Exposure
Exposition Exposition
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip Sealant strip
La tire de sellador /La Lira de sellador
t" 816" 9Yi' 9W • 8Wr \ "8V 8W' 8W 81" f
1" ".J 1 t"
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
La tira de sellador
Pt"SW 8W 8 Yt' 81,2"
t..
2" Asphalt rooting cement
Cemento de techo de astalto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate cif Authorization 119503 61"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
Q.,,..........) 1
TRINITY ERD
6.2.8 Minimum Nailing—Devonshire': 1I
1`- 7n 8" 8" 8_I�" I —1n
. i
ini
iii
T.,�'� Na. r 1e
•
5518°exposure 3= �Ir wr�� � ,4.,•,
5-5/8'Exposiex o de 5.516 pulg Sealant location T T
Ubiracibn del sellador s. iijj
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing -Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition®
Duration'Designer Color Collection:
4-Nail Fastening Pattern 6-Nail Fastening Pattern
SureNai s fastening area width sureNaatDfasteNngarea width
Na11.,YPi r—Natt.'lypi
7"I 12" I 1,2• l," 4_ 12" '1f jJI/I' 12"
% 11`.......11`.......11`.........W. •a a,s... em
o. • ocumt 'Y5are.. • f•••cong..as�..uv:- - • •m.,m,m3 "o •o.> ,"I•
_
6,f8" ^ fits"rsftl8" II
' , -1 i
1 \ ', ,
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SuteNeh9 fastening area width
a Jae Ned,ryplw12",• tx^ l ^
c.
811e"6,w.ui1.111Mire
EZ
Fare V spots of Asphalt Roofing Cement
Mansard or Steep Slope Fastening Pattern
I
I
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6TN EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
T
TRINITY ERD
6.2.1 Minimum Nailing—TruDefinition Oakridge®,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esquema con 4 clavos Esquema con clavos
�1 1�
raginMI I I geh /
5 5/8"Exposure Waits 5 5/8"Exposure Nails
Exposition de 66/8polo. Glawo Exposition de 66/8 putg. 5 5/8"Exposure Clays 5 5/8"Exposure
Exposition de 66/8 pulg. Exposition de 5E/44
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SureNax5 fastening me,width
t trrNod.lypieel
. tr
ti r
.�sm,4 l{ •
&Ire- 5/i -1g"
W_
Four V'spots of Asphalt Rooting Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
1' 1 Single Sld..V.w
2 R.; =.j :s+�: ::d: ammFiiitatwr7luwat Akiligiffithini Ili u
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization N9303 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
TT-MITI" ERD
6.3 Hip&Ridge Shingles: 1
6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, WeatherGuard® HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgeTM Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand-sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
Flg.1 -4 Fig.2
4—
Prevailing Kind
Dlredion TOP Mem SideVieN-
Sons �_ Nails 1.....I 41..n4).
,' 7 TopLaminateJ (—�
4' �--� Pine,
\-i<W% i 'Ti- H IT" .
� lI
1
— y i v r
I5
_ / V
,,\ I 1 , ,r ,
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A 9?
PIrect ng Wind
Top View
,,—OUedbn
Naps"`�--�4 4
P.)\
1.10113 Halls
\' A 7"
I (i 1. 1H
''')\
I 1 •
4, 4, r vy A A
l'es
Etposum
,.\
i
A , \, _i_ ...
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 49503 6Th EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
li
no
NNI TRINITYI ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard .-11"--..
Wind Direction Sealant Strip Pattern Fastening
,rte 6'Exposure I 1` I z
00 ,fri
12
"
+I Sealant
-0t.
villik fasten 71z° 7 1/I' 6"Exposure
CoverExposed� 1
1 1
Fasteners with
Roof Cement 'c-I J 1.----1 r----1 2" -I
6.3.6 Minimum Nailing–DuraRidgeTM Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Proraiing Wind Direction Top hew
e—Diroaiondtminvrtu div= Vue en**11" Vista superior Dlan
irecdtn& rrior I•Iy
rima°prad_rnimnte
NG
V ,1}\
N�ryal _� i4. j• Orions Corning Sordid! • a°O
Cl la I
'A 7k.ii\k's,., 4 ..�.1 y + 8" C 4Q F
¢;, '�,y I
"Ice
. ----`\-----4\-, N.
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC–QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LIC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 119503 6' EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8