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omdurr anerrrsal Menu>Prcxtuct o-9rylication 3rcn.> i�alior,Lsr.>Application Detail
FL# FL16674-1113
Application Type Revision
Code Version 2017
Application Status, Approved
Comments
Archlved F`
Product Manufacturer Owens Coming
Address/Phone/Email 'One Owens Coming Parkway
Toledo,OH 43659
(740)404-7829
greg.k.eeler@ow,enscoming.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1.Owens Corning.PKWY
Toledo,,OH 43659
(419).376-8360
mel.sancrant@owenscornig.com .
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed
Florida Professional Engineer
_: Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert.J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
.Quality Assurance Contract Expiration Date 05/16/2020
Validated By. John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified By
Sections from the;Code
Product Approval Method Method I Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summa ry of Products
FL# Model. Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tali,5-tab,laminated,.starter and hip&ridge
Shingles and Starters shingles
Umilts of use Installation Instructions:
Approved for use in HVIH!Zi No FL10674 R13 IT 2017 10 FINAL ER. OC.&Sj�A T
.Approved for useoutside HVHZ.Yes SIIUNGLCS FLT0674-R13.pjf
impact Resistant:NIA Verified.By:Robert I M,,Nieminen PE-59166
Design Pressure:N/A Created'by Ind e-pende.irit Third Party,Yes
Other:Refer to ER,Section S. Evaluation Reports
FU0674 ki-1 AE 2017 10 FINAL ER.OC AS°HALT
.SHINGLES-EL-1-0-6-7-4---k-13—Qd-f
Created by Independent Third Party:Yes
Back FEE
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convriabt 207-2013 Staid of Rprida.:-Privacv Statement::Accessibility Statement:.-Refund Statement
Under Florida law,emalladdresses am public records_,if you do not wanryour e-mail address released in response to a publlc�rewrds request,donut send electronic
mail to this entity.Instead,Contact the office by phone or by.traditional mail.If you have any questions,please,contact 850.487.1395.*Pursuant to Section 455.275
(1),ftrida:statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S:.must provide the Department with an email address if they have one.The
ro
emalls pvided.may.be used,for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
pliasia provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click hM.
Product Approval Accepts.
PA ER ct—M
Crecrn Card
Safe
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization 119503
�RINITY 1 ERR 353:CHRISTIAN STREET,UNIT 413
OXFORD;CT 06478
(� (203)262-9245
EVALUATION REPORT
Owens Corning- Evaluation Report 0379.40.02.12-118
One Owens Corning Parkway FL10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
{740)404-7829 Revision 8: 10/0912017
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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"Nierninen,
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. Trinityl: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:
_ + 3
Robertl.Nl.N eminen,P.E. b�S :^ - the facsimileseala appearing utas authorized
•`;��J/u, LL`s... PP g by
Robert
Registration No.59166,Florida DEAANE1983 Nieminen,P.E.on 10/09/2017.This does nocserveas an
electronically signeddocument
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. Trinity l ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen;P.E.doesnot.have nor will acquire,a financialinterest in any company manufacturing:or distributing products for
which the evaluation reports are being issued.
4. 'Robert Nieminen,P.E.does:nof have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
S. This.is a.building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any
projection which this Evaluation Report,or previous versions thereof,is/was used.for permitting or design guidance unless retained
specifically for that purpose.
TilTY
;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 60 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 Prope Standard Year
1507.2.5,R905.2.4. Physical Properties ASTM 153462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.17.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Enty Examination_ Reference Date
UL.LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&=Wind Resistance 20120516-112453 05/15/2012
UL LLC(TST9628) PhysicalProperties06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance '11CA34308 02/18%2012
UL LLC(TST9628) Physicals,&.Wind Resistance 4786693137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLQ(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2615
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 Shinghasc
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 DevonshireT are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, Tru Definition Duration, Durations.Premium Cool, TruDefinitione Durations Designer Color
Collection, TruDefinition Oakridge, Oakridge* and WeatherGuards HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire Hip.&Ridge Shingles, High Ridge,WeatherGuards HP Hip& Ridge Shingles, ProEdge Hip& Ridge
:Shingles and DuraRidgell Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3< Accessory Starter Stribs:
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 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 forthat 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 ofthis product.
Exterior Research and Design,LLC. Evaluation Report 037940.02:12-118
[ertiflcate.ofAutharirotlon#gso3 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1313
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
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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 tnASTM o316z Class Fand/or ASTM u71s8,Class M'indicating the shingles ane�acceptable
for use in all wind zones up to V°m = 150 mph (V,u = 194 mph). Refer to Section 6 for installation
requirements tomeet this wind sting.
5.4,2 All Om/oms Corning hip & ridge shingles, starter strip Shingle and Starter Strip Plus noted herein are
Classified inaccordance with paCTables zso7.2.7.zand Re05.a.e.ztoASTM m3161, Class F, indicating the,
shingles are acceptable for use ioall wind zones uptoV,,d=z50mph(Vn/^~15onnph). Refer toSection 6for
installation requirements tomeet 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 uf6Vfeet wrless. Calculations by aqualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data spedOctoeach shingle.
5.4.4 Refer toOwens Corning published information on wind resistance and installation limitations.
|
5.5 All products inthe roof assembly shall have quality assurance audit inaccordance with F.A.C.Rule 61m20'9.
'
6' \myr4Lun1om"
G.1 Underlayment:
6.1.1 VndedaymentshaU be acceptable to Owens Corning and shall hold current Florida Statewide, Product ..
�
Approval,o,beLocally Approved per Rule 61s20-3.per Fgc15Q7'2'3,zSor.2.4orR9p5.o'3.
i 6.2 '
� 6.2.1 Installation oJasphalt shingles shall comply with the Owe4isCorning current published inmructioo�using
minimum fou, y4 nails per shingle in accordance with FBC 1507.2.7 or n905.2.6, with the following
exceptions:
> BerkshYve~shinglesrequire minimum five(5)nails per shingle.
> vxeathersma,d°nPshingles require minimum six(s)nails per shingle.
> Dexommhi/eT°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 net |e,,than pBC
zsu7.2.snrR9os��5. Staples are'n/t permitted. ^
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units,horizontal, Spec a| methods of fastening are
required. See figures below h`rdet6ib. '
&2.s Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Sell 46 ed
Drip Drip edge
edge edge
1,—r from eave
slam(stn positioned along eave 1-ta parid000d along*"
Starter Strip shingle overhangs coves and rakes_%"4&' strip
Emunu nu�ano���ne���uc c����nnenm�oy�400z�^n
~ EDITION(2017)�n�m�*waamm�� �u��o
u"«�"��^*^"*�m~m�m �—
xe�,mvm��u$zmr
.
Owens Coming mnmo*Roof Shingles
Page sofo
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5.4 Wind Classification:
5.41 All Owens Corning asphalt shingles noted herein are Classified in accordance with FocTablea 1507��.1
and ng�.2:.s.1`ooASTM osza1,Class F and/or ASTM D7158,Class|tindicating the shingles omacceptaNc
for use in all wind zones up to v=u = 150 mph (V,lt = 194 mph). Refer to Section 6fmr installation
requirements toMeet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified ioaccordance with roCTables zsu7,2.rzand 119n5.2.a.ztoASTM q3z64Class F, indicaing�th.e
'
shingles are acceptable for use inall wind zones up»o\a,d=1SOmph(Vau=194mph). Refer tnSection 6for
installation requirements tnmeet this wind rating.
5.4.3 Classification by ASTM D71S8 applies-to mvposwoo category B or C,as defined in pBC26o9.«,a'and a mean
roof height of 60 feet or less. Calculations by a qualified design professional, re required for conditions
outside these limitations. Contuctthe shin g|eman ufnturerfor data ypecifictueach shingle.
| 5'4.4 Refer toOwens Corning published information onwind resistance and installation limitations.
5.5 All products|nthe roof assembly shall have quality assurance audit inaccordance with FA-C.Rule 63.62n'8.
'
G. |mSruLuAT|om!
6.1 Uzder1ayment-
61.1 Under|aymert shall he acceptable to Omens Corning and shall hold current. Florida Statewide,Product
Approval,o,be Locally Approved per Rule 6Is2u'3,per F8C 1507.2.3,1507.2.4q,m905.2.3.
6.2 `
6.2.1 Installation of asphalt shingles sboU comply with the Owens Corning current published instructions;using
minimum four (4) nails per shingle in accordance with pBC 1507.2.7 or n905,2.e, with the following
exceptions:
> Berkshire.'shingles require minimum five o)nails per shingle.
> WeatherGuard-aPshingles require minimum six(6)nails per shingle.
> Devonvh,e'"shingles require minimum six(6)-nails per shingle.
> Starter Strip Shingle and Starter Strip Plus require minimum five(S)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall bein accordance with the manufacturer's published requirements, but not less than pBc
15072.emrn905.2.5. Staples are not permitted. `
62.4 Where the roof dope 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 Strip9luo:
underlaympt
Diiia ledp.
Dro edge
edgilaciw"from Me Sutter positionedAngeave Vremoved Starter Strip shingle overhangs cam anti rakes Y-V Exterior n6searmand Design,uc Evaluation Report~~'^-~^^^--
C.,tv�Ic"te ofAuthorization mc03 v=EDITION(2o17).FBC ,""" ~.~
' .
Owens Coming AsphaltlRoof Shingles Revision 8:40109/2017
Page 3 of
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TRINITY':ERa
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Aran para
Wind Areas High'Wind desysn•s y Wind Areas High thrid desvanes y
Urea pare vfernol.norraales Areca viantos)sera.' Araa para vientos-normales Areas vientos/trertes
t+"�� {Ai in. �r z• . {8 2-�-� ,u' tA)gni �'] .r'•
�I 'I
.6"Ezposuro 6 5/$':Exposure
Erposicidn EXposici6n '
6.2.7 Minimum Nailing—Berkshire'5:
Sealant shij. SeaWaE ship-
La2kadasr�da 1LathdoWax
814" 9'Vt' 9 Yf 8 YY' �"8 S'z" 8?2" 8 L4" 8 17'
Standard Fastening Pattern 6-Nail Fastening Pattern
SuakinI strip
La&a da sdkdar
�t H.Yf 8Yf 8Sf Bye r _
r ,
Asphan rbnfing cement
L'enfento de tubade 49f4,'t6,
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-118
Certificate ofAuthodzation#9503 .6T"EDITION(2017)FOC NON-HVHZ EVALUATION Ft10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
J TRINITY!ERD
6..21.8, Minimum.Nailing—Devonshire—:
8 I 7"
f,
�W
-hails
5318 exposure :,..
Exposlraon de 5,518 DWa. Sealant location
UbicaciondeisdWor
Ten•1 ois of Mpha@ Rauf Cement
Standard 6-Nail Fastening Pattern Mansard or Steep'Slope Fastening Pattern.
6.2.9 Minimum Nailing Duration®, TruDefinition® Duration, Duration° Premium Cool & TruDefinitio_ n®
Duration'Designer Color Collection:
0-Na0 Fastoning Pattern -6-Nail Fastening Paitem,
sa-.N�Msta'ienma ma rddth s�¢cva»_arstm:mp ma wwei
H��� tau,'fYP�cat
t'
ly. -
�--- s"--�-+.w�..::!"'.',.,.•,. _..-r-."+3*.*.ei.`.:.-.'Si""a�,�..vw a.:,.�': :ea."zam..r-w - ..
'M
LF
Standard Fastening Pattern6-Nail Fastening Pattern
Fastening for siopcs Greatcr Than2i:u
ScroNiJ�f taSttNoa 8lW 4YM
e++ariaiw
r tr I fr
r �
Facet-SQota M.AipM4Roning e•"nN
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LCC. Evaluation Report 037940.02.12-R8
Eertffrcote Of Authorbatfon!19503 6r"EDITION.(2017)FOcNON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
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6.2.1 Minimum Nailing—TruDefinition®Oakridge®,bakridge®:
4 Nail Pat4am 6 Nail Patton
Es4riema'eon GWavos Esquema con 6davos
1' T'
14— 1C
ss&..Eaposureflails5516,Exposure
b posidia de 6618 pidg. Clavus 9xposid6n de 5V8palp. 5518'ExposureO yas 5 Sir Exposure
Fspcdddn de651Spula, Exposiii6ude 6518ptdg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for,Slopes.Greater Than.21:11
�I _. SureH++lF+rs�te Jno vaowiau+ -..
lypm
6.1/eELE
,.
a,wr aJAepaoa neon um.ni
Mansard or Steep Slope Fastening'Pattern
6.2;1 Minimum Nailing—WeatherGuard®HP:
�• � i3ltlIIfi 61t1i VNt!<i
•. •. F�RaoR7FarwiphlWill,ilrr
Exterior Research'and Design,LLC. Evaluation Report 037940.02.12•118
Certificate of ABthadration#9503 6r"EDITION(2017)FBC NON-HVHZ EVACUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 9:10109/2017
Page-6'of 8
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6.3 Hip&Ridge.Shingles.
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 DuraRidgeT".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:
Fig.-I4 Fig:2
-t._.-. prBv.lialpNtnd o _I
Oklxtion `\ ,`l\ Tap�rsv SideNat
tt711s'"-��—_p Was
\ 4
Rae
1 1 1 I
ir
1
1 1
6.3.4> Minimum Nailing—WeatherGuard°HP Hip and Ridge:
Fig.A 44 Fig.CHip&RidgeShingleFastening
TopVLfi
rotibn ,2 A
\ F\ 1 t:314 1Utty
�Eipo'�ro 1
- S' � E1cPaalro I
N VI
Exterior Research.-and Design,U.C. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6TH EDITION(2017)FBC.NON-H VHZ EVALUATION f L10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:.10/09/2017
Page 7 of.8
4 T INITY I ERD
I
6.3.5 Minimum Nailing-ProEdge Hip<&Ridge Shingles:
Prevailing Standard
Vfind DirectibnFastoning 11"
Scxft�nt Strip .� Pattern
12• •• Sealant
Fasten 7'f= l
'' 7 h 6'Exposure
"�c�.t ltxp�na �.
Eacts�ort eviffi'
r Roof Content
6.3.6 Miniriium 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.
i4asstng\Y"m!Oftai�ftrt 'top Vs±w
a--73raiiicsdmacv 3asane
VIM rI 1
i'et4�5ndn7Mrnt4gra3mimnta
21 C�.
y_, � ♦ 7 ,�.�p}SY115�`df;llfY;'�QfeilYul'+s, S
_x I � `
C I�V
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%11905:1.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
I
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:
ULLLt-QUA9625';(631)546-2458;Kanchi.Agrawala"Dokania@ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940:02.12-R8
Cert/8nte of Authorization#9503 61”EDITION(2017)FBG NON-H VHZ.EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
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BGS home i Cog In User Registration Hoc Topics i Submit Surcharge s Stats&Facts i. Publications k F8G5taff { BGS Site Map�� Unks ; Search i -
Product Approval
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PrrxSctt anarnval htemra Prcriuc-,or Anpl!catlamSearch>Poulica:inn List>ApplicationDetail
H 67
FL# FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,N]07070
(800)516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
d6vid.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Add ress/Phone/Emait 250 Route 17 North
East Rutherford,N]07073
(201)842-2449
david.riii7@tribuitttnaterialsgroUp.com
Quality Assurance Representative
Address/Phone/Small
Category Roofing
Subcategory Underlayments
Compliance Method. Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer:or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida Ucense PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration.Date 07/18/2020
Validated By John W.Knezevich,PE
it Validation Checklist-Hardcopy Received
Certificate of Independence FL16049 R6 Cor 2017 01 COI Niminen.ocif
Referenced.Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G15S 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1887 2012
1
Equivalence.of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved12/12/2017
Summary of Products
FL#. Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16048 R6 11 2017 09 FINAL ER TRI-
Approved-for use outside HVHZ:Yes BUILT UNDERLAYLENTS FL16048-R6.odf
Impact Resistant.,N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-150 Created':by Independent Third Party:Yes
Othem.l.)The-design pressure rioted herein pertains to use Evaluation Reports
of Foam-on tilesystems overtop'the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for particular application.See ER Section B(lti_T UNDERLAYMENTS FL16048-R6.odf
5.6.4 for detaiis.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
..Back HeYI
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
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EXTERIOR RESEARCH&DESIGN,LLC.
s`y Certificate of Authorization!19503
�
I' 353 CHRISTIAN STREET,UNIT#13
11N11f'•g- tP°D OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance 10/25/2012
(800)516-1485 Revision 6: 09/25/2017
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 6B' Edition (2017) Florida Building Code
sections noted herein.
DEsCRIPTION: TRI-BUILT 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 notifyRobert 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.
AbvERTISEMENT:The Evaluation Report number preceded by the words"Trinity!ERD Evaluated" may be displayed in
advertising literature. If anyportion 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 6.
Prepared by: --
rp %3
y\9-3?Y:5
- i
RobertJ.M..Nieminen P.E. "
, • ,�s`��' The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. TrinitVIERD 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 I ERD isnot owned,operated at 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 Trinityl 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.
'-,J TRINITY1 ERE
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Categorys Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated complianceWith the following sections of the 6u'Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Urnitations/
Conditions of Useset forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504:3:1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2:4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
I REFERENCES:
Enti Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 .02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04:14-2 04/02/2014
ERD(T$T6049) Physical Properties 544870.04.14=3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical_Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04AS 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built-Sand-R SA Shingle. Underlayment is a self-adhering; glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a.36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment;meets ASTM'D1'970 and FRSA/TRl April 2012.
4.3 Tri-Built Smooth HT SIA Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
5. 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 Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this.product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#M3 6°1 EDITION(2017)FBC NON-HVHZ EVALUATION FL36048-R6
TRI_BUILT-Roof Underlayments;(800)516-1485 Revision 6:09/25 /2017
Page 2 of 6
J TRINITYERD
5.4. TRI-BUILT 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
Tri-BuiltSand-R SA Shingle
Underlayment Yes No No No Yes Yes
Tri-Built 5/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved the adhesives/underlayment combinations.
TABLE 1A ALLOWABLE TILE/1DHESIVE/UNDERCAYMENT COMBINA710NS1, �-
Adhesive Florida Product.Approval Underlayments
ICP Adhesives Polyset°AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond'" FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond,to.Deck-
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A.
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While-not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not<slated for installation within 24 hours. Note:
TRI-BUILT Materials Group,.LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2. Bond-to-Insulation:
Tri-Built Sand=R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems(Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS,114,Appendix J.
1Refer to'Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL76048-R6
TRI--BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
, S
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built San.d-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type[or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be.attached per
minimum codified regyirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 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 underlayrnent forms part of the load-path. The following wind uplift._limitations apply to direct-deck
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 pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#f2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#13 Maximum.Design Pressure:=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self.adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. .19/32-inch plywood Yo meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)
and tin caps(FRC 1517.5:2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three,
equally spaced rows in the center of.the sheet.
Underlayment: Tri-Built S/A HTTU Underlayment,self.-adhered.
Exterior Research and Design,I.I.C. Evaluation Report A4296010.12-R6
Certificate ofAuthorization 119503 IfH EbITION(2017)FBC NON-HVHZ EVALUATION FLT6048-R6
TRI=BUILT Roof Underlayments;(806)516-1485 Revisloft 6:09/25/2017
Page 4 of 6
IN
5.6.4.1 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:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A.HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When1oading 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 FAR DIRECT DEQCTILE INSTALLATIONS n _; , _,
Maximum
Underlayment Tile Profile Staging Method Slope
Flat Max,10-tile stack 6:12
Lugged Max.10-tile stack5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HT TU {
Underlayrnent Lugged
���'.�' �a �h �-. a ,'�+�.� "a•
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certifcate cifAuthorization#9503 6n EDITION(2017)FBC.NON-HVHZ EVALUATION FL16048 R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6.09125/2017
Page 5 of 6
TRINITY ERD
6. INSTALLATION:
61 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specificsnoted 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 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A.HT'TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.12 Non-file applications:
While priming is optional,TRI-BUILT Materials Group, LLC retommends.priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed:partto the substrate and unroll the remaining membrane.as far as possible.
Once the entire length of membrane is;in place, peel-off the release film diagonally while holding the
( membrane tight. Firmly roll,broom or hand_press.the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches; configured to shed water. Vertical seams should be 6-
inches and.staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes.above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys.and Ridges: Cut-underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working-from the center of the valley or ridge in
each direction. For valleys,.apply the sheet starting.at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as,a guideline.
Forfoam-on tile applications;reference is made to Section 5.6.4 herein for windresistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlay ment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport,MS
9. QUALITY ASSURANCE ENTiTy:
UL;LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
c r if6u, f Authorization#9503 67",EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6