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I� ��.� . yam, ,'�;% �► � '
FL# FL10674-R12 v ' �
Application Type Revision
Code Version 2014 > la a,
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.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 R12 COI 2016 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Date Revised 10/10/2017
Summary of Products
FL# Model,Number or Name Description
10674.1 Owens Corning 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 R12 II 2016 04 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.odf
Impact Resistant:N/A Verified By: Robert J.M. Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Refer to ER,Section 5. Evaluation Reports
FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT
SHINGLES FL10674-1112.Ddf
Created by Independent Third Party:Yes
Back Nezt
Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824
The State of Florida is an WEED 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 they have one.The
emails 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
1
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
TRINITY ERD 353 CHRISTIAN OXFORD,,UNIT#13
CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R6
One Owens Corning Parkway FL10674-Rll
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 6: 10/15/2015
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 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABEUNG: 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. TrinityJERD 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 "TrinitylERD 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: 441
t?
'i sto S?1't}
^It .-!_•T•' The fa s le seal appearitq was auMrorited by Robert Nldninen,
Robert J.M.Nieminen,P.E. •.s3j^-.;!l\- ` P.F.on10/15/2015.This does not serve as anelearonicallysgned
Florida Registration No.59166,Florida DCA ANE1983 , ��""".4111,' doormeat Signed sealed hardoopies have been transmitted to the
Product Approval Administrator and to the named dart
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. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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.
TRINITY ERS
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 Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
KniLtt Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012
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,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic*and Supreme*are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire*are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition D at' n, Duration Premium Cool, TruDefinition Duration Designer Color
Collection,TruDefinitio Oakridge Oakridge and WeatherGuard.HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire* Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard* HP Hip & Ridge
Shingles,ProEdge Hip&Ridge Shingles and DuraRidge'" Hip &Ridge Shingles are fiberglass reinforced,hip
and ridge asphalt roof shingles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R6
Cerdfkate of AuthorkoNon#9S03 FL10674-Ril
Revision 6:10/15/2015
Page 2 of 7
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning 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
us in all wind zones up to V,w=150 mph(V„n= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for us in all wind zones up to V,,d= 150 mph (V„n= 194 mph). Refer to Section 6
for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building 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 Coming published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four(4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
Berkshires shingles require minimum five(5)nails per shingle.
WeatherGuard�HP shingles require minimum six(6)nails per shingle.
r 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. Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlayment Deck FA ant"ym m —Deck 6e/+dM.ea
w.Mlrrladre
�<.; seg.ditered
WeaUrorLock"
underlayment or*edge
�edge edge
4�
Nails locatedIonud
r 7-mora«»
2-3'from eaw
Stefirst Seg��adhesive aftsive
Starter positioned fmt0 an Starter Strip Ms e
MYe
shingle WKE vrkh r nnwced---
6'removed
Starter Strip shingle overhangs eaves and rakes 5i"-5i Starter Sart►An ovwbwgs ewes end rakes VC-3/4'
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R6
Cerdfraote of Aud orhotion#9503 FL10674-R11
Revision 6:10/15/2015
Page 3 of 7
z
TRINITY ERS
6.2.6 Minimum Nailing—Classic*&Supreme:
Normal Mansard or Ares per& Normal Mansard or Area pars
Wind Area" High Wind desvanas y Wind Areas High Wind dexvanes y
Ares para viMtoa nartralhrl Areas vientos fuerroa Area para vioMos normal" Areae viantos fuerres
tr121
tr Exposure 5Il/ir Exposure
Expoaia irfn Exposieidn
6.2.7 Minimum Nailing—Berkshire:
&abr l.trip Sxahtr+h}
L+14A Ok w7xlor La tLa d&sstWN
t 9,V2" b➢f v ti A✓f } 8 Yf aYf smS Yf B Yf
t• t-J r �.
r
r
t
2 A*mk rootingoeat
Conanto dt larhode Wase
6.2.8 Minimum Nailing—Devonshire'":
Nails
r
Nails Ten 1"Spots of Asphalt Roof Cement
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R6
Certificate of Authorization#9503 f L10674-Rll
Revision 6:10/15/2015
Page 4 of 7
i
4
TRINITY ERD
6.2.9 Minimum Nailing — Duration*, TruDefinition® Duration, Duration• Premium Cool & TruDefinition
Duration'Designer Color Collection:
4 Nal Pattern 6 Nal Tat"rai
2
TRINITY ERS
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.t r _ 4 F42
f— Ok '� p tooVlw sids"ar
PW.d "ads Nam
towLa+Iralee
A FWD
4 1 I i
1 I I I
I 1 1 I 1
1 I I 1 1
a.� it
I
\ 1 I
I
1
6.3.4 Minimum Nailing—Hip&Ridge with Sealant:
em g.2 -High nd Fastening Pa"em
(4 Nails)
rim Shingle
nd Discard 24 2"
Excess 1„
Sealant •
Strip T 12"
'Fastening 55/,0" S Mposure
Distance
12 "
6.3.5 Minimum Nailing—WeatherGuard" HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A 9` Top YYw
vlowRq wea
Ir
i i i w
s'
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R6
CertlJlmte of AudwAroNon#9M FL10674-Rll
Revision 6:10/15/2015
Page 6 of 7
s
TRINITY ERS
6.3.6 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind Direction Fastening
Sealant Strip Pattern I �`
8•Expas T �'I yhI I'T
FaMwa 7'k 7'a• 61 E,ye t e
Faaw-ra with
Rad COMM
6.3.7 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.
IV_
Upap..
, V.wperwv 1
txrodew a.i.,n p.ew.i.r.
t
.. I
"1i • i i 1
I„,.
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414)248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R6
Cerdfkate of Authorlration#9503 FL10674•R31
Revision 6:10/15/2015
Page 7 of 7
do i ED
EXTERIOR RESEARCH&DESIGN, LLC.
DEC� 0lt ICertificate of Authorization#9503
353 CHRISTIAN STREET, UNIT#13
TRINITY ERD PEER'vIITTIN'GOXFORD,CT 06478
St, Lucie Cot> t}., ';� +'�A PHONE: (203)262-9245
s FAX: (203) 262-9243
EVALUATION REPORT ` h s
Allied Building Products Corp. Evaluation Report A42960.10.12-R4
dba TRI-BUILT Roofing Products FL16048-R4
9050 Louisiana Street Date of Issuance: 10/25/2012
Merrillville, IN 46410 Revision 4: 10/06/2016
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 51h Edition (2014) Florida Building Cade
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 product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 5.
Prepared by: .,�,At.
Co
'e�F a �" f rw The lacumile seal a eann was authmued Robert hi--,Robert J.M. Nieminen, P.E. r;�w�� :�•`�• PE on10/06/2016 Thndoesnotserveasanelectron allyuRned
Florida Registration No.59166, Florida DCA ANE1983 document.Signed,sealed hardcop+es have been transmitted to the
Product Approval Admnntratm and to the named 0—t
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 I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code 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
1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity 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(TST6049) 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 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
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp. 10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 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.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
Modified bitumen roof underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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-R4
Certificate of Authorization 99503 FOC NON-HVHZ EVALUATION FL16048-R4
Revision 4,10/06/2016
Page 2 of 5
r
TRINIZY ERS
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 AHI for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle ; Yes No No No Yes Yes
Underlayment
Tri-Bun t S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment - See 5.5.1
_.
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 tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
i- Tri-Built S/A HT TU Underlayment with 3M"' 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TileBond'Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
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 recommends
priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT
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:
i 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.
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 attached 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).
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Calftate of Authwkatbn/9503 FBC NON-HVH2 EVALUATION FL16049-114
Revision 4:10/06/2016
Page 3 of S
TRINITY ERD
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 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 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 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min- 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.7 Exposure Limitations:
5.7.1 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
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT recommends 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 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 requirements.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 4 of 5
TRINITY ERS
When installing at slopes above 8:12,TRI-BUILT 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.
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).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
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-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 5 of 5