HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
IN
353 CHRISTIAN STREET,UNIT#13 WERD
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-114
32923 Mission Way FI-11602-114
Mission,BC V2V-6E4 Canada Date of Issuance:11/03/2008
(551)574-2930 Revision 4:10/10/2017
SCOPE:
This Evaluation Report is issued under Rule 6IG20-3 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 e 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 "TrinitVI 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:
10"
Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nlerninen,P.E.on 10/10/2017.This does not serve as an
electronically signed document
CERTIFICATION OF INDEPENDENCE:
1. TrInItyJERD 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. Trinityl 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 Nleminen,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 I 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
speciflically-for that purpose.
�
�
@ ��80�NV K i��^�°��
ROOFING KOmPOmEmTEvAwmtom:
1. Scoes:
Product Category: Roofing
Sub-Category: Umdedayment
Compliance Statement: Titamlmmm= RomfUnderlaymemts, as produced by Imtmnmmap+ Inc., have demonstrated
compliance with the Intent pfthe following sections ufthe ieaEdition(2017) Florida Building Code through testing
in accordance, with applicable sections the following Standards. Compliance is subject to the Installation
Requirements and Limitations/Conditions ofUse set forth herein.
2. STANDARDS:
Section Prooe Standard Year
1501.1.1,T1507.1.1 unm||mg,anakng Strength p|iaeim* ASTM D226 2009
1507.1.1 Tear Strength ASTM D1970 201S
1507.1'1,T1507.1.1,1507.2.9.2 Physical Properties ASTM ozy7o aVzs
1507.3.3 Physical Properties FRsA/rn|April zozz<04-tz> 2012
TAS110 Accelerated Weathering TAS 110 uouo
3. REFERENCES:
Entltv Examination Reference Date
Bao<nSTso4a> Physical Properties 115010.04.09 04/29/2009
ERnOSTa49> Physical Properties 115010m5.10 05/14/2010
ERo(nSTsn4y) Physical Properties 135520.0611 06/1*/2011
sno(Tsr6o4e) mSTmo2za 138010.08'11 08/11/2011
EnD(TST6O48) Wind Uplift 135520.08'11-1 08/12/2011
nsUsT1509> ASTM D226 3118010co[7003 04/26/2007
ns(TsT15b9) ASTM D226 3130639COQ-002x 08/21/2007
|xs(TST1so9) Physical Properties 3126617Co"05 10/31/2007
|TS(TST1509) ASTM D226 1018231070Q-011 01/23/2015
Pn|(TST5n7a) ASTM D1970 ocr-341-02- z 09/20/20I7
pm(TSnSo7V) ASTM n1e70,Tear strength ocF-331-02-02 10k03/2017
pR|(TST-5878) ASTM o1970;Tear strength OCe332-02-02 10/03/2017
Pu|(TsTSu7o) AsTIVIo1y70;Tear strength ocr-334-02-02 10/03/201/
R3(QuA1673) Quality Control ITS Listings cw,ent
Rs(QUA1a73) Quality Control Service Confirmation 09/30/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering UnderlayMents:
4.1'1 Titanium"' PSU+30 is an unne/nforced polymer modified bitumen material adhered to the underside of
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 Underlayments:
4.2.1 Titamimmm=° UDL-25 isasynthetic sheet-type undedsynnentcomprised ofawoven core coated onone side
with apolymer coating. Unit weight 2'5|b$square. Meets FDC1507.1.1,(Except/om).
4'2.2 TitombmmmT"UDL-30 is a synthetic sheet-type undedayment comprised of woven oons coated on both sides
with apolymer coating. Unit weight 4.o|bs/squane. Meets FBC1507'1'1(Euoeptiom).
~��4.2.3 basynthetic shee%�ypeundedaymentcomprbedofa1Wovencore coated onboth sides
�y
With apolymer coating. Unit weight 4.7)bs/square. Meets FOCz5}7.1.z(Exception).
Exterior Research and Design,uc Fvaluagon Report 111980.21.08-R4
Certificate qfuuth=izatkw M03 6'comOm(2017)pocmOr&mmzemmATION pu1602-R4
nammrn Roofunmemayments Revision 4:10/10/2017
pauezofn
TRINITY ERD
S. LIMITATIONS:
5.1 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.
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 Roaf Cover Options
Asphalt Wood Shakes
Underlayment Shingles Nall-On Tile Foam-On rile Metal &Shingles Slate
Titanium PSU-30
Yes
Yes Yes Yes. .
(Silvasso,India) :I..Yes Yes
Titanium PSU-30
Yes No, .:Yes Yes
Yes
(Brentwood,NH)
Yes No No. Yes.,�'
Yes: Yes,'.
Titanium UDL-25
Yes Yes
Titanium UDL-30 Yes Yes Yes, Yes
eet in -P y ies6eetini-ii
Pty
system}'
,
Titanium UDL-50 -Yes-' 40 -,-:Yes YesY
5.5.1 "Foam-On Tile"is limited to use of following Approved the adhesives 1 underlayment combinations.
E04001%iiiii"ENT, ]VIBINATIO
TO 'A
Adhesive Florida Product Approval Underlayments
Dow TileBondT" FL22525 Titanium PSU-30(Silvasso,India)
1CP Adhesives PolyseO AH-160 FL6332 Titanium PSU-30(Silvassa,India)
5.6 Allowable Substrates;Titanium PSU-3
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 11 felt.
> Titanium UDL-30(primed with D41 primer)or UDL-30(inverted).
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,U.C. Evaluation Report 111980.11.08-R4
Certiftwte ofAuthonzaton#9503 6zH EDITION(2017)FBC MON-HVHZ EVALUATION F1.11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
TRINITY!ERD
i
5.6.3 Wind Resistance for Underlayment Systems in Foam-on Tile Applications FRSAJTRl 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/TRl April 2012 (04-12)and are used in foam-on the 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 I margin of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRl 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 3116-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.
BaseSheet: 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 3/16-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 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 111980.11.09-R4
Cerdficate of Authorhation AW03 EDITION(2017)FBC NON-WHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 4 of 7
'
IJ
`^ | )ERD
/
5.6.3.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
orexceed that required under FR3A/TR|April 2O12(]4-12),Appendix A~Table 1A'
Alternatively, the maximum designpressunefor the selected assembly shall meet orexceed the Zone 1
design pressure determined /n accordance with F8C 1609. |nthis case, Zones 2and 3shall employ an
attachment density designed by qualified design professional to resist the elevated pressure criteria.
Commonly used methods are AN8/3PK| VVD1, 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 2.2.10.1nfFK8Loss Prevention Data Sheet 1-29(January 2O1s)for Zone 2/3enhancements.
5.7 Exposure Limitations:
Titanium UDL-25,Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
TitaniumPSU-30(S8vosso,India)shall not beleft exposed for longer than e0-dayx'
Titanium PSU-30(Brentwood,NH)shall not be left exposed for longer than 30-days.
5.8 Tile Slippage Limitations rper 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.
Underlaymefft Tile Profile Staging Method Maximum
Slope
Titanium PSU-30(Silvassa,India) Flat Max.10-tile stack 5:12
Lugged Max.10-tile stack 6:12
6. [NsTALLATim :
61 Titanium Roof UmdenlaUmments shall be installed in accordance with Irtmrwrep published installation
requirements subject tothe Limitations set forth in Section 5 herein and the specifics noted below.
6.3 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly tp
remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3.1 Shall be installed in compliance with the requirements for ASTM 13226,Type I or I] underlayment in FBC
Table 1sO7'1.1for the type ofprepared roof covering tobeinstalled, taking into account the wider sheet-
width fordoub|e-|ayarapp|icahons.
|
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
'
minimum 1-inchdiameter 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 onthe exposed face ofthe undedayment When batten systems are to be installed
atop the underlayment,the underlayment need only be preliminarily attached pending attachment nfthe
battens.
Exterior Research and Design,LLC. Evaluation Report u1e110-11am-114
Certificate e,Authorization u503 6"'EDITION(2mzr)Focmom'xwHzEVALUATION pu1602-R4
Titanium Roof unaawavmmnts Revision 4:10/10/2017
Page smvn
| -----------
-
Bwm� �wu v ��
* m '~~^ ~—
�F�
/
�.4 Slopes of 2:12 to less than 4:12:
|
Double layer application; begin byfastening a 25-inch wide strip along the eaves. Place ofull-width sheet
�
over the starter, completely overlapping the starter course. Continue asnoted hn6.3.3, but maintaining
�
minimum Z5-Inchside(horbonta|)laps,resulting inadouble-layer application.
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 p/ prepared roof covering nuueinstalled.
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:
X^ 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 tothe eave(naahingle-type,watepshedd{ngmannec
� > End (vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches.
> |fthe 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
Intenwrapfor approved sealant ormastic types.
6/k3
Reference is made to FRSA/T0y April 2012 (04-12) Installation o0amwel and Table i herein, using the
instructions noted above asaguideline.
Tile shall beloaded and staged/n amanner that prevents tile slippage and/or damage tothe un6er|ayment.
Refer to Table 2 herein, and Imtemmxa9 published requirements for tile stag|qg. ��ymmso� ypedOes
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
}ntemvrapfor approved sealant ormastic types.
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or inverted)
� mechanicallyattached _ the—wood roof deck followed_,Titanium'--_-(--'~_ ,^~~�),~^. ~~.^.^..
§.5.2 Non-Tile Applications:
Install Titanium.U0L-30 (top sudFace primed or inverted) in accordance with Sections 6.3'1 through 6.3'3
followed byTitanium PSQ'30(Silvassa,India)|naccordance with Section 6.*.
6.5'3 Tile Applications:
Reference is made to 80SA/TRU April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above asaguideline.
For mechanically fastened tile roofing, refer to |ntenmr p published installation instructions, but not |eop
than the fastener density from FRSAvM0RI April 2012(04-12),Table 1.
Foradhes|ve'set tile roofing,refer toSection 5.6.3herein.
Tile shall bcloaded and staged inamanner that prevents tile slippage and/or damage tuthe undedayment
Refer to Table 2 herein, and [ntermnrap published requirements for file staging. IntemmsxpapedRes
minimum24'hourcuretimeafter|nstaUation,befbre|oadingofnoofingd|es.
The use ofsealant ormastic at tile fastener penetrations isrequired for all tile roofing installations. Contact
|ntenmrapfor approved sealant or mastic types.
Exterior Research and Design,LLC. Evaluation Report/1zyxn11mo*m
Certificate ofu"m=*"m~m503 o=comnom(2nx7)Focmom'xv*zeuALvxnom Fu1*02-n4
Titanium Roofopdemaypents Revision 4-m0/u4201x
Page s*/r
'N
RINI TY 1 ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to property 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.
�-p
Mission,13C,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 0412(2-ply system) Titanium PSU-30(Silvassa,India)
Brentwood,NH ASTM D1970 Titanium PSU-30(Brentwood,NH)
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.—QUA1673;(604)520-3321
END OF EVALUATION REPORT-
Exterior Research and Des!.-n,U.C. Evaluation Report 111980.I1.09-R4
Certificate of Aurhorhvrlon MW EDMON(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments; Revision 4:10/10/2017
Page 7 of 7
EXTERIOR RESEARCH&DESIGN,I.I.C.
CertTicate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
\'--,J' TR1N1'il ]ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-RI3
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 6IG20-3 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 e Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Coming 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)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 "rrinity I ERD Evaluated" may be displayed in
i
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.-
Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE.1983 Nieminen,P.E.on 10/09/2017.This does notserve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE
1. TrimitylERD 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. Trinityl 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 Nlemilnen,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 Trinftyl 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.
TRIM NIERD
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 e 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
1507.2.5,8905.2.4 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:
4.2 . 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% Durationo Premium Cool, TruDefinitiono Duration* Designer Color
Collection, TruDefinition Oakridge, Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge-Shinales
4.2.1 Berkshire' Hip& Ridge Shingles, High Ridge, WeatherGuard*HP Hip &Ridge Shingles, ProEdge Hip &Ridge
Shingles and DuraRidgelm 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 TrinitylERD nor Robert Nleminen, 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,I.I.C. Evaluation Report 037940.02.12-R8
Cerffflcaw of Authodwflon#95113 5 EDMON(2017)FBC NON-HVHZ EVAWATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision S.10/09/2017
Page 2 of 8
TRIN" 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 (V,lt = 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 Step 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 Vasa=150 mph(Vult=194 mph). Refer to Section 6 for
Installation requirements to meet this wind rating.
5A.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. Msmuxnom
6.1 Underlament:
6.1.1 Underlayment shall be acceptable to Owens Coming 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 Shinales:
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:
> Berkshire7 shingles require minimum five(5)nails per shingle.
> WeatherGuard*HP shingles require minimum six(6)nails per shingle.
> Devonshire"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—Starter Strip Shingle and Starter Strip Plus:
Deck Self-aftered
Felt undeflayment Deck Feft undedayment WeathedockV
Self-adhered
Vleathertocke
undeflayment Drip edge
Drip Drip edge D
edgi— edge
Nails located f r_r from eave
2 L3"from eave
install first Self-sealing adhesive a
Starter Strip Installfirst starrerstrip Pin eave
shingle with positioned along eave with 6"removed X
6"removed Starter Strip shingle overhangs eaves and rakes li'LiV Starter Strip Pfas overhangs eaves and rakes 114'-3W
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate ofAuthorkaftan OZ03 6 EDMON(2017)FBC NOfU-14VHZ EVALUA'nON F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09)2017
Page 3 of 8
`P TRS !ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area para
VWnd Areas High Wind desveaes y Wind Areas High Mind deavanes.y
Area pare vientos nornrales Aseas vientos foertes Area paid vientos normoles Areas vientos fnertes
_ __.
1" 2" {81., r'2" 1" �~ -tAl �• �" 2"-
121 4 -121
t
I
S'Exposuro 6 S18'Exposure
Exposieidn Expgsicidn
6.2.7 Minimum Nailing—Berkshires:
Sealant strip Sealant strip
to lka do sellador /La*a dosellader
1" $Yr" 9 Yt' 9 Y2' 8 Yf �1.8W 8+h" 8
'»
i
w
r
5 Nail Fastening Pattern
Standard Fastening Pattern �
Sealant strip
La the da wk*r
•8YP 8Yt' 8 Y@'' S Yr
1 1•
i r .
2" Asph4tt rooting cement
Cemanto'de techodo aslaho
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R$
Certificate of Authorisation#9509 6�EDITION(2017)FOC NON-HVHZ EVALUATION FL10674-R33
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
"'-,'TRINITYIERD
6.2.8 Minimum Nailing—Devonshire"":
1___7"L-_-4 8" 8" 1 8
#--ice--? 1
MUM
Naps
5-5/8e exposure Sealant location
Exposidibn de 5.5/8 put Ubtmd6n del sellaO Dr
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing —6uratione) TruDefinitionO Duration, Duration® Premium Cool & TruDefinition
Duration.Designer Color Collection:
4-Nall Fastening Pattern 6-Nall Fastening Pattern
SUMNantagertmi;area v4cm
Nae.Typicw
Ir 17.
rM
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
7-71
6.1
r
Pow 1-Spots W ASpW RMfIng Cement
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6TM Eoi-now(2017)FBC NON-HVHZ EVALUATION FI-10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
:3
l4
~� TRINITY I ERD
6.2.1 Minimum Nailing-TruDefinition Oakridge',Oakridge";
4 Nail Pattem 6.Nall Pattoro
Esquemacoit4 clavus Esquema con 6 clavos
r T
-La
5 SAr Fxposure Nails 5 Sir Exposure NaiSs 55JB"Exposure
Erpos[d(wde5618pu1g. Claws Exposirdttde6618p"'T 56/8"Expostite Clavus
Euposfd7 ft de6518pu1g. Exposid6pdeE618pidg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
U.N."fnst.Une urea rWth
i +r +r
6.116E--J
- pow V Spots OtAspWt ROWtng Cement
i` Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing-WeatherGuard®HP:
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-RS
Certlj7wte of Authorization 050 Bt"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/0912017
Page 6 of 8
\-,JTR1N1TY1EIS
D
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire. Hip and Ridge Shingles, High Ridge,WeatherGuard* HIP 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 DuralkidgeTM 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—Berkshires Hip&Ridge and High Ridge:
Fig.I 4 Flg.2
PmaitinoVdad
Direction A TOPVILW sidamew
Nabs- -NaW Nails
eye 1. Z' "Pi
TapL - �ed
Piece
ir
ui
it
6.3.4 Minimum Nailing—WeatherGuardO HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A 4 q TopViaw
Prawntrig VAO
Dwdion
flails
flails flails
T
V. ftposure
Exterior Research and Design,LLC. Evaluation Report 037940.02.22-R8
Cerdflatte ofAuthorizat;on#9503 EDMOPJ(2017)FBC NON-HVHZ EVALUATION FL10674-RI3
Owens Corning Asphalt Roof Shingles Revision 8:10/0912017
Page 7 of 8
Ly
4 TRINITYIERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard .--11°—�
Wind Direction $oalantStri Fastening
p Pattern
6°Exposure .�
1' � I"-1,
• 12° sealant
r°
7 "
Fasten 7'h°' ' 6Exxposure
Cover Exposed
Fasteners with
Roof Cement 1_ t2°---►;
6.3.6 Minimum Nailing–DuraRidge""Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Pcmaiing Wine!Dirccdta Top View
X Diroaian damicanta durart
We Ian
DiracdondelAcntoprodomirantc II" Vismsuperfar l
� E
r flails.----•---7,...._.y4a:. �- - ei$cnSCorrevigsuraNaiP
Clavot'� ! i i
H {e ��$
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 3.507.2.7.1/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,LLC. Evaluation Report 037840.02.12-R8
Certifiorte of Authorization#9503 EDMON(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/08/2017
Page 8 of 8