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Product Approval[Menu>Product or Application Search>Anolication List>Application Detail � C�►y„
T � FL# FL10674-R15 per
r.t�fTu
Application Type Revision
Code Version 2017 �yZQPp
Application Status Approved �C'pr,
Comments
Archived
Product Manufacturer Owens Coming
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
greg.keeler@owenscoming.com
Authorized Signature Greg Keeler
greg.keeler@owenscoming.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 PRI Construction Materials Technologies, LLC.
Quality Assurance Contract Expiration Date 01/01/2099
Validated By John W. KiiezeAch,PE
- Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R15 COI 2019 01 COI NIEMIPIEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified By
i
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 08/15/2019
Date Validated 08/15/2019
Date Pending FBC Approval 08/21/2019
Date Approved 10/15/2019
Summary of Products
FL# Model, Number or Name Description
10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 R15 II 2019 08 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R15.pdf
Impact Resistant:N/A Verified By: Robert I. M.Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Refer to ER,Section 5. Evaluation Reports
FL10674 R15 AE 2019 08 FINAL ER OC ASPHALT
SHINGLES FL10674-R1S.odf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not 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),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if the{have
one.The smalls provided 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,please 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 here.
Product Approval Accepts.
Credit Card
Safe
MEMO etc.
Certificate ofAuthorization#32455
353 Christian Street,UInit#13
Oxford, CTI 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION .O.
Owens Corning Evaluation Report 037940.02142-1110
One Owens Corning Parkway FL1064-1115
Toledo,OH 43659 Date of Issuance:02/06/2012
i
(740)404-7829 Revision 10: 08/15/2019
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 611 Edition(2017) Florida Building Code sections noted
herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements of 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 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. of any changes to the
product(s),the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMOletc. 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 10.
Prepared by: ,�����;«���•,,,,,�
Robert J.M.Nieminen, P.E. ��_?,' �r{�?. The facsimile seal appearing was authorized by Rpbert
�''•,;°Sg`';;—=•"s°• Nieminen,P.E.on 08/15/2019. This does not serve as an
Florida Registration No.59166,Florida DCA ?d..;;,;', •''
9 electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. 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. NEMOI etc.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 pro ucts 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 NEMOI etc.nor Robert Nieminen,P.E.are,in anyway,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.
0-212018,NEMC)IETC,LLC
i
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, �(hIave
demonstrated compliance with the following sections of the 6th Edition(2017) Florida Building Code and Fldrida
Building Code, Residential Volume through testing in accordance with the following Standards. Complian a Is
subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
STANDARDS:2.
Section Prope Standard Year
1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015
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:
Ent i Examination Reference Date
Owens Corning Declaration Equivalency Declaration 08/06/2019
PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-132453 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
PRI(QUA9110) Quality Control Service Confirmation 04/05/2020
4. i
PRODUCT I •
4.1 ACCESSORY STARTERS:
4.1.1 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Mleets
ASTM D3462.
4.1.2 Starter Shingle Roll is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen starter strip,
nominal 7.2-inch wide x 33-ft 4-inch long roll,for use with asphalt shingles. Meets ASTM D1970.
4.2 ASPHALT SHINGLES:
4.2.1 Classic'and Supreme®are fiberglass reinforced,3-tab asphalt roof shingles. Meets ASTM D3462.
4.2.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles. Meets ASTM D3462.
4.2.3 Duration',TruDefinition'Duration', Duration'Premium Cool,TruDefinition'Duration'Designer Color Collection,
TruDefinition'Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof
shingles.Meets ASTM D3462.
4.3 HIP&RIDGE SHINGLES:
4.3.1 Berkshire'Hip&Ridge Shingles with Sealant,DuraRidgeO Hip&Ridge Shingles with Sealant,ProEdge®Hip&Ridge
Shingles and WeatherGuard'HP Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
Meets ASTM D3462.
I
NEMO ETC,LLC Evaluation Report 037940.02.12-810
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-RIS
Owens Corning Asphalt Roof Shingles Revision 30:08/15%2019
Page 2 of 10
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MEMO I etc.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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.
5.4 Wind Classification:
5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 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 acceptable use in all wind zones
UP to Vasd=150 mph(V,,It=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
Note: Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, apd 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.
5.4.2 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip
& ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6. to
ASTM D3161, Class F, indicating acceptable use in all wind zones up to Vasd=150 mph(V„It=194 mph). Refer to
Section 6 for installation requirements to meet this wind rating.
5.4.3 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 GENERAL:
6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off)or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and published installation instructions.
6.2 ACCESSORY STARTERS:
6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens
Corning current published instructions,using minimum five(5)nails per strip.
Fen underlaymaat Deck F110 undalqn - Deco s+.a—d
W.Sa&a"ed 1°�c'
:t iweit of-ode '"'� unCerp�mmr
urdesuinzrt
edea - I&ipedge �_. p`sfe16'
Nails located - bkc-rm
r-r(ram eeve
iWaD Post
Sti to Strip aimaesae SeU-sea'3�.along tre "Fsts ncrstnv
(1a 6csusYne arcawe
shmpfe pith -\ pasitior:ed .06'mmaaea '.•\ oatitieaed+ba9<rk
6'remaaed StarwStrip sWeoredungseavesand rakes 4C-?; Mows paknawbmgs,+ er.aavt'-vb'
Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus
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NEMO ETC,LLC Evaluation Report 037940.02.12-R30
Certificate ofAuthori:atron#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1115
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 3 of 10
ONEM011LAC.
6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions.
Deck
Underlayment
Dnp edge
Dnp edge
s
-` Starter Shingle Roll adhered
directly to underlayment and
primed drip edge
Self-sealing adhesive
positioned along eaves
Figure 3:Starter Shingle Roll
6.3 ASPHALT SHINGLES:
6.3.1 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.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required
Refer to Owens Corning published information on wind resistance and installation limitations.
6,3.1.1 Classic®&Supreme:
. . 11A 11TIM
Normal Mansard or Area pareNormal Mansard or Area para
Wind Areas High Wind desvanas y Wind Areas High Wind
d65asy
Area para vientos normeles Areas vientos fuertes Area para viantos normales Aroas viontos fueras
t•tt• (A) tt•t" rr z•Z (B) rz- t-1 t" (A) t" t' z• (BI rz- �.
>z� tzt
5"Exposure 5 5/S•Exposure
Exposicion Expasieion
Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic&Supreme
(Standard Size) (Metric Size)
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NEMO ETC,LLC Evaluation Report 037940.02.12-1110
Certificate of Authorization 1!32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 14 of 10
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ONEMO I etc.
6.3.1.2 Berkshire®:
Sealant strip Sealant strip
La tiro de sdador La tira de sellador
9 Yf' 9 W. 81Y'. y 8 W a W a w, a W
r
r
Figure 6: S-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire
Sealant strip
La fua de sallador
8 W, 8 til' 8!f' 8 W
V t"
1
1
1
2.. Asphalt roofingoainent
Cmato de techo de a9fatto
Figure 8: Mansard or Steep Slope Pattern,Berkshire
NEW ETC,LLC Evaluation Report 037940.02A2-R10
Certificate of Authorization 1!32455 6Tn EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 5 of 10
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IRNEMOJ�ft.
6.3.1.3 Duration®,Tru Definition®Duration,Duration®Premium Cool&Tru Definition'Duration'Designer Color Collection:
4-Nail Fastening Pattern
StneNail®fastening area width
Nail,Typical
1" 12"
�ericmnpsv.wax • � :,nseawo�saso_ • o..,rs s..Naa,� •-
6-118" 5518"
a��
L EJ
Figure 9:Standard 4-Nail Pattern,Duration
6-Nail Fastening Pattern
SureNaW Iiistening area width
Nail,Typical
1" 12" 12" 1"
Ce»�Cornin�4wWi • R�u^B Bwu,r��O •Owpc Coming Surat:a=»_
6-vs" 5-518"
Figure 10: 6-Nail Pattern,Duration
Fastening for Slopes Greater Than 21:12
SureNaii®fastening area width
Nail,Typical
1" 12" 12" 1"
7 rt
•`a'em Camu�75¢ef:a9 • .''em5 r�.cprw�auavd •GINn.C¢rINO SUrtPiiT •
fi-1/8" 5.518" f
Four 1"Spots of Asphalt Roofing Cement
Figure 11: Mansard or Steep Slope Pattern,Duration
MEMO ETC,LLC Evaluation Report 037940.02.12-R10
Certificate ojAuthorizatlon#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-RIS
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page I6 of 10
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f0NEM0 0 etc.
6.3.1.4 Tru Definition Oakridge®,Oakridge®:
4 Nail Pattem
EWaoma con 4 davos
I
IF— 12" —;.I IE— 1r-------
5
5 519"Exposure Naffs 6 519"Exposure
Expmicidrr do u 6/S pulg. Minis Exposfe dr?&6 618 pulp
Figure 12:Standard 4-Nail Pattern,Oakridge
6 Nail Pattem
Esquema con S clavos
1" T'
us
5519"Exposure Clavas 6 5l9"Exposure
Expose idn de 5 5/8 ping. EvpDsicidrr de 5 518pulg.
Figure 13:6-Nail Pattern,Oakridge
Fastening for Slopes Greater Than 21:12
SureNailB fastaning area width
Nall,Typical
1" 12"
Rxu,e rA:saA Wva�� faw.Srmta'i�4) - �G.un Cverey FSM:xL- :.•
6.116"
EL I
Y
Four 1"Spots of Asphalt Rooflng Cement
Figure 14:Mansard or Steep-Slope Pattern,Oakridge
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NEMO ETC,LLC Evaluation Report 037940.02.12-R10
Certificate of Authcri_ation 932455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1115
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 7 of 10
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OVEMO I etc.
6.3.1.5 WeatherGuard®HP: IR
IT
1.
112�,fi_�I
I—
XA1dn%
5 51a'Fna6ua 5 5B"Eo
fit 65n a^.5
5804 Egm6k de 5 5i pdtg.
Figure 15:6-Nail Pattern,WeatherGuard HP
6 Nai Pattern
Esquema con 6 clavos Nail 6 118"from hotmm
of shingle
Clave a 6 118 pulp.de la
5 578"F�cposure 6 s¢etsdures �inferior de la 14a
Exposicicn de 5 518 pulg. l
tt�y • • • gw4 • —
Four 1°Spots of Asphalt Roof Gement
Cuatro pun to de cemento de fedro de asfafto de 1 Rtdgada
Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP
6.4 HIP&RIDGE SHINGLES:
6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions.
➢ Berkshire Hip and Ridge Shingles with Sealant and Dura Ridge® Hip & Ridge Shingles with Sealant require
minimum two(2)nails per shingle.
➢ WeatherGuard' HP Hip and Ridge Shingles and ProEdge® Hip & Ridge Shingles require minimum four (4)
nails per shingle.
Refer to Owens Corning published information on wind resistance and installation limitations.
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NEMO ETC,LLC Evaluation Report037940,02.12-1110
Certificate of Authorization#324SS 6i"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674 -RIS
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 8 of 10
OMEMO I etc.
6.4.1.1 Berkshire®Hip&Ridge with Sealant and DuraRidge®Hip&Ridge Shingles with Sealant:
Fig. A Fig. B
Prevailing Wind Direction Top View
�— Direcci6n del viento predominante II Vista superior 'T
Nail
2W Clavo
Nails �\ p • Owens coming SureNaA` •
Clavos
\ I I I
I I I
4 I
I I I I elf
ICU
J*4Exposure
IE�posicion de 8 pul9 v I r
I
\ p 12'
Figure 17:Isometric View,Berkshire and Dura Ridge Figure 18:Plan View,Berkshire and DuraRidge
6.4.1.2 WeatherGivard® HP Hip&Ridge Shingles:
Fig.A q 4 Fig.C Hip&Ridge Shingle Fastening
Prevalling Wind Top Vlevi
Median A
A
Nails 4 4AL
A i i flails NaLLs
A i �
4 T
A I I i I i"
Exposure
5 Exposure
I 12
Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard HP Hip&Ridge
NEMO ETC,LLC Evaluation Report 037940.02.12-1130
Certificate of Authorization#32455 6H EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-RlS
Owens Corning Asphalt Roof Shingles Revision 10;08/15/2019
Page6' of 10
NE10 O e® tc.
6.4.1.3 ProEdge®Hip&Ridge Shingles:
Prevailing Standard
Ito
Wind Direction Fastening
Sealant Sdip . PatternF�'
6-ExImure
12° Sealant
1
t
Fasten 7'h 71h. 8"Exp �r
Cover Exposed
Fasteners with
Roof Cement
I
Figure 21:Isometric View,ProEdge Figure 22: Plan View,ProEdge
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 jable
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 61620-3
QA requirements.
t QUALITY ASSURANCE
PRI Construction Materials Technologies,LLC— UA9110, 8�621-5777•bwilson@pricmt.com
- END OF EVALUATION REPORT-
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NEMO ETC,LLC Evaluation Report 037940.02.I 12-1130
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1115
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 1I0 of 10
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BQS Home Log In 1:�User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
db
a �- �
i 1, Product Approval 1
' ti t,'�`— USER:Public User ON Jt8
Flo
Product Aooroval Menu>Product or Application Search>Application list>Application Detailp
Co Bpd
i s j FL# FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved
I
Comments
Archived
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david,ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterlaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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 Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Yea
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
I
I
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 Approved 12/12/2017
i
Summary of Products
FL# Model, Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underiayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R6.odf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
TRINITY;
ER® 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
(203)262 9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-116
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 6th 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 notify Robert Nieminen, P.E. if the prloduct
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 6.
Prepared by:
— ,rtia5ptne' -
1 �Y
�i �5..-��9t�.wJ•:
Robert J.M.Nieminen P.E. "'.;�s s?;;`
Nieminen,
'"�r��'��;�:,t•`` The facsimile seal appearing was authorized by Robert Nle nen,
_.J u,,,;t.e
Florida Registration No.59166, Florida DCA AIVE1983 � P.E.on 09/25/2017.This does not serve as an electronically signed
document.
j 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. 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 Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval proces of the
product.
5. 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 for that purpose.
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..TRINITY ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 61h Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitat'ons/
Conditions of Use set 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
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 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(TST6049) Physical Properties S44870.04.14-3 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 S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 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 SC8520.04.15 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 D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced., SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. 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,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
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TRINITY
RD
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
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes
Shingles &Shingles Slate
Tri-Built Sand-R SA Shingle s
Underlayment Yes No No No Yes Yes
Tri-Built S/A HT TU Yes Yes Yes
Underlayment See 5.5.1 Yes Yes Yels
Tri-Built Smooth HT S/A
Yes No No Yes Yes Yis
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives/underlayment combinations,
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondT" 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.
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'Refer 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
Certficate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
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TRINITY E
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attacheld per
minimum codified requirements. 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)
I
does not address wind uplift resistance of all underlayment systems beneath foam-on tiles stems where
P Y Y systems,
the underlayment 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 Isafety
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.
#2 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.
#3 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 to 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(FBC 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 HT TU Underlayment,self-adhered.
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Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION 171.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
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TRINITY E
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall, eet
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 longerthan 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(04-121):
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-DECKTILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6;12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6112
on slope,as shown below)
Tri-Built S/A HTTU � '-
i
Underlayment
Lugged
C7Nw t
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6"{EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
TRINITY ER®
6. INSTALLATION:
-
6.1 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
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 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.
6.3.2 Non-Tile applications:
i
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
I
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 part to 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.
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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.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12). 1
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. 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.
g Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6