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Product Approval Menu>Product or Application Search>Application List>Application Detail SEP 2017
0 `" "_• a FL# FL10674=R12
PERMITTING
Application Type Revisl6n_j St.Lucie County, FL
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and
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 1
Subcategory Asphalt-Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licer
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
:di Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
hfps://www.floridabuilding.org/pr/pr app_ U.aspx?param--vGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6!xEA65bxB8ctyag%3d%3d 1/2
9/1/2017 Florida Building Code Online
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
Summary of Products
FL# Model,Number or Name _ Description
10674.1. Owens Corning Asphalt:Roofing_ 3vtab,.4-tab;5-tab;laminated,-starter and hip&rid
IS and-Starters
S .
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHAL
Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.Ddf
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 ASPHA
SHINGLES FL10674-R12.pdf
Created by Independent Third Party: Yes
Bacl< Next
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 Ste
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
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addrec
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 su
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 Cha
please click here.
Product Approval Accepts:
Credit:Card-
Safle_
https://www.floddabuilding.org/pr/pr app dU.aspx7param=wGEVXQwtDgtBNbEY5V%2boQT°/a2b6w7ahReglCQ8ucR6ixEA65bxB8ctyag%3d°/a3d 2/2
EXTERIOR RESEARCH&DESIGN, U.C.
Certificate of Authorization#9503
T—TrRRINI—ff�ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-117
One Owens Corning Parkway FL10674-R12
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 7: 04/18/2016
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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION_ Owens Corning Asphalt Roof S hingles
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. 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 "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: 4
r�^ The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. •.Fs,'• •��;
ta•� : P.E.on 04/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCAANE1983 `""'��t""" document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity[ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity[ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY J ER®
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 Prope 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:
Kntibt Examination Reference Date,
UL LLC(CER9626) Physicals&Wind Resistance File R24531 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 DevonshireTM'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition® Duration®, Duration Premium Cool, TruDefinition Duration® Designer Color
C`olle`ction, TruDefinition®Oakridge, Oakridge® and WeatherGuard* HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgel 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 TrinityJERD 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,I.I.C. Evaluation Report 037940.02.12-117
CerNfkate ofAuthorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 2 of 8
TRINITY J ER®
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
use in all wind zones up to Vasa=150 mph (Volt= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are
acceptable for use in all wind zones Up to Vasd=150 mph(Vit=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 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 the Florida Building
Code and F.A.C.Rule 611320-3.
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:
➢ Berkshire shingles require minimum five(5)nails per shingle.
➢ WeatherGuard'HP shingles require minimum six(6)nails per shingle.
➢ Devonshire'"shingles require minimum six(6)nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlayment (r Deck Feltundertaymem Deck Witiere lrD
Self-adhered underlaymeat
WeatherLoske
underlayment
Drip edge
Drip_ Drip edge Odp-- •
edge edge
orn h
Nails located ra' am Nor tie
cave
2"W from eave
Install first Self-sealing adhesiveself-sealing adhesive
Starter Stripp positioned along eave Instal fust Starter Strap Fin positioned alongeave
shinglewith \ wkh6'removed
6"removed Starter Strip shingle overhangs eaves and takes'/r='/i" Starter Strrp H-overharns eaves and rakes IM-3/4"
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certy7cate of Authorixatlan#9503 FL10674-R12
Revision 7:04/18/2016
Page 3 of 8
�TRINFYJERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area porn
Wind Areas High Wind desvenes y Wind Areas High Wind desvanes y
Area pare vientos normales Areas viarrtar fumes Area para vlentos normales Areas vionfos frrertes
IA) IAI (13 s' t'
5"Exposure 6 SIV Exposure
Errposieifin Exposlelfin
6.2.7 Minimum Nailing—Berkshire®:
Sealant snip Sealant strip
1a tW de vAada is tba de reAsdor
SEEN
e ► • d---i • —►fi •.---�a.—►• • —►a r---.•
8w 9Yf• 9yr 8Yt• t "8Ve 8�h" 8W, 8w, t
�=J
r
r
a
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
la the de seltadar
t`t,a vt• s+ri• s vt• s vt• _
t�
r
a
2" Asphalt roofing cement.
Cemento de teeho de astalto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certiflcate of Authorisation#9503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
TRINITY ER®
6.2.8 Minimum Nailing—DevonshireTm:
1"— I�" 8" 8"1- 8" i 7" t —1"
a Nails
r
•• r r c r
5 5/8°exposure Sealant location 3 "
Exposid6n de 5.6/8 pulp Ubicad6n del sella d n
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration®,TruDefinition® Duration, Duration® Premium Cool &TruDefinition® Duration®
Designer Color Collection:
4-Nall Fastening Pattern "all Fastening Pattern
surgNap�fastednp arrawtdth $wvNa7®fastanirrp a7awidfi
tap.Tipical Nap.�iw
Ir III P
w..,a.w.w.w,.,, -.., .• .^.o; ..;- w... s...wo..,.: =smc�„ew. .�, � .:..-fo..•.c�am.n..w .-:
sae-ens`
Is ears
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastoning for Slopes Greater Than 21:12
S—NM flatmftgamiwfm
Nan,rol.1
12' t"
.t0.nY4 ivCu. •'..;:..^.t "Sbmva..•.O ...Ow•.[ .,...
&tq`Ssm`
�Z
Rour t"etwu afAwheh ROOM C—t
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certificate of Authorization 119503 F1.10674-1112
Revision 7:04/18/2016
Page 5 of 8
TRINITY ERD
6.2.1 Minimum Nailing—Tru Definition oOakridge®,Oakridge®:
4 Nall Pattern 6 Nail Patter
Esquema con 4 claws Esquema con S clavas
r r
r r
I<— rr —>I I< IT
55/g"8(posure Nails 55/8"Expmie Nails
Exposiddnde6618puig clams Exposiddnde554pulg 5518"Exposure Clays 55/8"Exposure
EVadcrdn de 6618pulg Expoaddn de 6618pdg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SureNeu9 festenNg area.lieu,
Nal,Typtur
r �r u•
7.117'¢517• 9.a; - y
Pow t•Spob oIMpMft R-f"GmeM
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
Antwd
•:•; ;:• �:� Fir»wrar7lraw�Nil IJfr�
fi`�wlr+�rai¢db
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certificate of Authorization#9503 FL30674-1112
Revision 7:04/18/2016
Page 6 of 8
Q'TR1NrrYj1ERD
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 manufacturer's current published instructions,using four
(4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's
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.1 9 Fig.2
t— PievAralnWrid
Diedlsn A 7aplfieu SMe{flea
Na'fs�—moi A 'Mans Nails
4
y 2' lhp P7aaftlat&l Z 7
4 I I I
I 1
A I I I I 1
EXPOWe
1
1
1
1
1
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A V V TopWav
Plewomy vamd
t—Dlnxlbn A
A
NaIL9 4 4
I
A i � Nalb Nally
A I I T•
I I I I i• V
A I I I I
A 1 I j. I p• �.
�amla
s ew=ro
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authadration#9503 FL30674-R12
Revision 7:04/18/2016
Page 7 of 8
1
TRINITY J ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind DirectionFastening
Sealant Strip Pattern
6-Exposure 1° .� —1.1 1 1'
12' 1 Sealant
11?Fasten 7y:' 7
1 6°Exposure
Cover Exposed }I+I
Fasteners with
Roof Cement I�_12"—►j
6.3.6 Minimum Nailing—DuraRidgeym 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.
PraraifssgYfind Diratdm Top Yew
e—DirattiondorninanteQwest V1ta Ea
Direction d A..pradaniwsto Tr Ir Vista wpertor 1 I
clo
Nails a 2 I' • :_odreas Caning;sunNeir. Cko
Claror� 1 111 I
1 i
a I 1 t 1 `IXC
1 1 ♦ t �la E
Ulu It"S1e�i V I�
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.buchmannC@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certlykate of Authorization#95a3 FL10674-1112
Revision 7:04/18/2016
Page 8 of 8
9/1/2017 Florida Building Code Online
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r 3ix ►Rv i+uww
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o >g fl 0 e o G a 0 ,� ea
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BCIS Home Log In ! User Registration Hot Topics ' Submit Surcharge I Stats&Facts Publications I FBC Staff BCIS Site Map ' Lir
Flodda
USER:Public User
ApprovalRECEIVED�'
ED
Product Approval Menu>Product or Application Search>Application List>Application Detail SEP 412017
FL# FL16048-R5 PERMITTING
Application Type (Revision' St. Lucie County, FL
Code Version [2014
Application Status Approved`}
Comments 11
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@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing}
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licer
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 10/16/2017
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R5 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard
ASTM D1970
ASTM G155
FM 4474
https://www.flaridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLA°/a3d°/a3d 1/2
9/1/2017 Florida Building Code Online
FRSA/TRI April 2012 (04-12)
TAS 103
UL 1897
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/12/2017
Date Validated 06/13/2017
Date Pending FBC Approval 06/19/2017
Date Approved 08/08/2017
Summary of Products
FL# -Model,-Number or Name Description
16048.1 TRI-BUILT_'Roof Un_ derl_ayments - Self-adhering, modified bitumen roof underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R5 II 2017 06 'FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R5.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 the systems overtop the self-adhering FL16048 R5 AE 2017 06 FINAL ER TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R5.odf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
Back Next
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 Sta
Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not
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
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addres
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 su
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 Cha
please click here.
Product Approval Accepts:
ZW ® eCbic nal
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8jvxbzSOxbhTo3sDC5h!ANxLA%3d%3d 2/2
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
TRINITY I ERD 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R5
PO Box 70 FL16048-R5
Rutherford,NJ 07070 Date of Issuance:10125/2012
(800)516-1485 Revision 5: 06/12/2017
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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIFTION. 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 "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 6.
Prepared by:
Robert J.M.Nieminen,P.E.
••��y�'S.%.`3:�y? The facsimile seal appearing was authorized by Robert Nleminen,
ti �d�„
err,���t=s= P.E.on 06/12/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE2983 4r` document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
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. 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 process of the
product.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
F
TRINITY I 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 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
1504.3.1 Wind Resistance FM 4474 2004
1504.3.1 Wind Uplift UL 1897 2004
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:
Ent! Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 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 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 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 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
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.
4�' 2 `--TrizBuilt-S/A HTTU U�nderlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-115
Certiflcate of Authorization 49503 FBC NON-HVHZ EVALUATION FL26048-RS
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 2 of 6
TRINITY I ERD
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 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 applied atop the underlayments are as follows:
TABLE VROOF COVER OPTIONS
:.
j Asphalt t Wood Shakes
Underlayment ( 3 Nail-On Tile Foam-On Tile Metal Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment _
4_Tri-Built S/A HTTU Yes Yes Yes
Yes Yes Yes
Underlayment _ 11 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.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical
"rileBond'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 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 Band-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.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-115
Certiflcote of Authorization#9503 FBC NON-HVHZ EVALUATION FL26048-R5
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TRINITY I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
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).
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 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) or 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 Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
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 Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.3 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.
5.6.4.4 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.
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.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R5
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL26048-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
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1
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TRINITY 1 ERD
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 Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
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.
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.
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 the 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.
Tri-Built S/A HT TU Underlayment has met the the slippage test requirements specified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch>5:12 may use alternate staging method(bottom 2-tile stack shall be inverted,
followed by 8 tiles high on slope,as shown below).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-RS
Certiflcate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
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TRINITY j ERD
i
Figure 1: Alternate Staging Method
Alternatively,at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2"
horizontal batten to prevent slippage 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.
S. MANUFACTURING PLANTS:
Contact the noted CIA 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,I.I.C. Evaluation Report A42960.10.12-115
Certificate of Authorization/19503 FBC NON-HVHz EVALUATION F1.16048-115
Tri-Bulk Materials Group,I.I.C. Revision 5:06/12/2017
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