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HomeMy WebLinkAboutproduct approval 11/6/2017 Florida Building Code Online
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BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links I Search
FloriO
Product Approval
is USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
o{ rtf FL# I 1D67 =R<1�2
Application Type Revision
Code Version 2014
Application Status Approved
*i4p o e'd'bg'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 Asphal-•Shingles..„
i I
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.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5Vp/p2boQT°/p2b6w7ahRegfCQBucR6ixEA65bxB8ctyagp/a3d°/p3d 1/2
i 11/6/2017 Florida Building Code Online
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� � we s, Ing AsA p�halt fing 3 tab',4 tab,S tab, I�ammated,starter and hip&rIr ge shingles=
„dry Shingles.and Starters Y r N h} L
- �
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.pdf
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-R12.odf
Created by Independent Third Party: Yes
sl-aclt 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 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
mall tD 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 emaiis 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 JIgre.
Product Approval Accepts:
®= ® cCh�ct M
Credit Card_
Safe
https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5VD/D2boQTD/D2b6w7ahReg[CQ8ucR6ixEA65bxB8ctyagD/D3dD/D3d 2/2
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization ir/9503
������1 353 CHRISTIAN STREET,UNIT#13
'
ER® OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning tEv ual tlori Report-01940 02 12 R7.:
One Owens Corning Parkway FL10674-R1,2,
Toledo,OH 43659 Dates e=f Issuance 02/06J2012
R®vision-7: 04/18/2Ole
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.
ESCRIPJiON:Owens%Corning•,Asphi3ii Roof=Shingles d
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:
%;�'I`•- C 3�t,.r�:`• The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. aFs, �: c .
P.E.on 04/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DC4ANE1983 document.Signed,sealed hardcopieshave been transmitted tothe
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. 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 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 ER®
I
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
1507.2.7.11 R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
kntftlt 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.
Duratio j, TruDefinition® Duration', Duration© Premium Cool, TruDefinition® Duration' Designer Color
Collection, TruDefinition'Oakridge, Oakridgeo 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 DuraRidgeTm 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 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,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 2 of 8
�\ TRINITY i 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 Vasd= 150 mph (V„It= 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 Vasa=150 mph (V„it=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.=1N5TAiEL_WT6 I
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.
➢ Devonshiren'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 Deck [edgpe.
vndedayment �, Deck Self-adhered
weatherLocka
Self-adhered undedayment
WeatherLocke
underlayment ,
Drip- Drip edge
Drip edge Drip
edge
—Nails located Nath looted
2-3"from eave T-3•irom save
Install first Self-sealing adhesive Selfeealing adhesive
p erStri Flussh ter Stri withpositioned along eaveP positioned along eave
`\
6"removed
Starter Strip shingle overhangs eaves and rakes? Starter S*Plus overhangs eaves and rakes 1/4°-3/4•
�e=?�i"
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 3 of 8
\,J TR1N1TY 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 PropertV 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,R90S.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 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.
4.13 Devonshire""are fiberglass reinforced,5-tab asphalt roof shingles.
'4:14 .'-Durat n-, TruDefinition® Duration®, Duration' Premium Cool, TruDefinition' Duration' Designer Color
Collection, 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 DuraRidgeTm 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.
5. 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-R7
CertlJlcote of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 2 of 9
�,JTRINIT Y'J ER®
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Aron para Normal Mansard or Area.para
Wind Areas High Wind desvenss y Wind Areas High Wind desvones y
Area pupa vfenros normafes Areas vientos fuertes Area para vfenros normafes Areas vientos fuertes
'' (AI z° (B z" '" '° (A)
tY tt• 727 121
5"Expesure SOTS Exposure
Erposfaidn Exposicldn
6.2.7 Minimum Nailing—Berkshire°:
seam strip sealant strip
La tiia de seflador La lira de sedador
T- 8 Yz" 9 Yt' 9 Yt8 Yi t 8?h" 8 W 8w, 8w,
r
1 t..J
r
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
seahm strip
La lira do sellador
fit---1-•i--moi• •i---►•4f---------•
t'J
r
r
Z" Asphaltroofing cement
Cemoolo de lecho de astOo
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certl}icate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 4 of 8
r
TRINITY i ERD
6.2.8 Minimum Nailing—Devonshire' :
T�
7" 8" 8" 1 $" 1 7--1 �"
dads
Nails
•_••_• r r r - ,r
5-518°exposure Sealant location '%" '
Exposiddri de 5.518 pufg
Ubicad6n del sallador s . G
Ten 1"Spots of Asphah 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 6-Nall Fastening Pattern
SureNsa9futening arw Width SurvNail&tazteniny am width
Nad,Typwl -71 /r Nan,Typical
1" tY 1 1.
-�°tccgauesa .. •. ..as -.•o..., ax.na:a. • -�°5u.a,°s:.ro1 :• ..• if t •.o..�•w.al,eenw ..•.
s-tm^sae- &118-e•e1a^ .
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SuroNaIlC9faat°nlna Orea Y.1Mh
r N°14 Typical
1' 12'
e,....�a..o - • .art«^,r..",�.e-W jf •w. -•
6118-Sha!^
F°ur t'Spot°Of ASPaelt ROOfIN Canont
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certi}7cate ofAothorizatfon#9503 FL10674-R12
Revision 7:04/18/2016
Page 5 of 8
TRINITY;ERS
i
6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®:
4 Nail PMem 6 Nail Pattern
Esquema con 4 clavos Esquema con 6 clavos
1- 1'
1' T
I<— 1r —>►� fF— t2 —�I F 1r
&pos1dd Exposure
Clavas ErposfrlNails 5 51(r oad 61VOpulg. 56f Uposute Csure lavus 6.6WExposu2
Etrpostcl6n de 6618pulip Exposicidn de 65/8polg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fasteningfor Slopes Greater Than 21:12
[2—"K1w1-1ng— aidm
N814TW-1
r +r r Ir +^
e-+te^ssm^
�a^
Four+"Spots o+Asphait Roofing Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
RO110 side View
2.�� � .� �1Vlsb t�eaial
.s.. :• � r•..lan.r7l..r�rlfrllb.
L is
C�wlathifo d&
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
CertiJlcate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 6 of 8
TRINITY ERD
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 DuraRidgeTm 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 4 Fig.2
F_ PmvdlmgU61d
DDeatlon A TaPlfiaer SidOUiem
Nags Nails
4
\\\Y r 2 ToPLaibaWd r 1
P 1 I 4• pias
1I-
4 I I
I I I I I
A I I I I I
I 1
1 1 1
r rl,
I
1
I
I
I
I
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig A 9 4 Fig.C Hip&Ridge Shingle Fastening
PEM1111a Wlntl Top Ybw
!-Dgectbn P
P
Nally 4 4
A i i Ndlb Halls
A I I r
I f
P I I I
P
V y ♦ 1
����
S' EtPoaDa
12,
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certificate ojANthodration 89503 FL10674-R12
Revision 7:04/18/2016
Page 7 of 8
S
" I
TRINITY ER®
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind Direction
Sealant Strip Fastening�• Pattern I
6°Exposure
12' 1 1411 Sealant
Fasten 71h° 7'!t°
' 6"Exposure
Cover Exposed I I 1
Fasteners with
Roof Cement
f' 1
6.3.6 Minimum Nailing—DuraRidge'Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Pramiing Win!Difacdtn Top View
—Diractiondxmmatadj\wt Vueenplan
Diroedondal rirntopradxnimutm 1' Viso superior 1
L Nail
Clou
n 2!a �,..'• Oarcns Coa\irg:SutaMaY .
C—
SIV
' l 1 i i ala$
e 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 CIA 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,I.I.C. Evaluation Report 037940.02.12-117
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 8 of 8
11/6/2017 Florida Building Code Online
RIM
BCIs Home I Log In ! User Registration ! Hot Topics4 I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Florida
d
" j Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
•�" FL# L1648-R5'
Application Type Revision
Code Version 201<}
Application Status Approved
Comments
Archived
Product Manufacturer Til-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@tr'ibuiltmateriaisgroup.com
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Undell , mems '
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 RS COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
UL 1897 2004
Equivalence of Product Standards
Certified By
https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLAp/a3d°/`3d 112
11/6/2017 Florida Building Code Online
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
Date Revised 09/25/2017
Summary of Products
FL# Model,Number or Name Description
16048 1-- ;TRI-ByILT,Roof:Underlayment§ , ``' Self;adhering,_modifiedj bitumen roof uriderla,ments '
s =
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16M R5 II 2017 06 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R5.p_df
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 R5 AE 2017 06 FINAL ER TRI-
underiayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-115.pdf
5.6.4 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
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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 they have
one.The emalls 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:
Mom. ® ® ectal M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLA%3d%3d 2/2
P� }} EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
} 353 CHRISTIAN STREET, UNIT#13
TRINI 1 1 1 ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT _
TRI-BUILT Materials Group,LLC Irvaluatlon Report A42960"10 SZRS
PO Box 70 � L16048R
Rutherford, NJ 07070 ate of<Issuance 1%25/ZQ�>2'
(800)516-1485 evlslon5 06/12{ZO 7
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.
'eES RIPTION: TRI'BUILT°R"ooflJnderlayment"s�'
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 6.
Prepared by:
s2aeg
Robert J.M.Nieminen P.E.
.r,;"S•;••.»*7.•s ThefaaimilesealappearingwasauthorizedbyRobertNieminen,
t sl�jj„ j1�U``•4 ' P.E.on 06/12/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 ,' document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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 process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY1 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:
gnfty 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 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-Ri 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,I.I.C.(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.
2� Tri-Built 5/A�JHT TU;Und'erlaymentis aself-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.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained 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-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 2 of 6
TRINITY'ER®
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 1:1,1160F.C9VER OPTIONS'
Asphalt Wood Shakes
Underlayment e... J Nail-On Tile Foam-On Tile Metal Slate
rShing�es> &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
kUNn-"e.
d6"�iltSAJHTgT�U�,
J., Yes Yes Yes yes Yes Yes
Iiayriienta„aM ` 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
'TiileBond'"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 Bond-to-Insulation:
Tri-Built Sand-11 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 the 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,U.C. Evaluation Report A42960.10.12-115
Certificate of Authorization 49503 FBC NON-HVH2 EVALUATION FL16048-115
Tri-Built Materials Group,I.L.C. Revision 5:06/12/2017
Page 3 of 6
," TRINITY;ER®
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 HTTU 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,U.C. Evaluation Report A42960.10.12-1115
Certiflicate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 4 of 6
\V'
JTRINITYI ER®
l
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,Trl-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 HTTU 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.
Tri-Built S/A HT TU Underlayment has met the tile 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,U.C. Evaluation Report A42960.10.12-115
Certificate of Authorization 4!9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 5 of 6
1�� 'rY�
`I
? TRINITY ER®
5
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.
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,I.I.C. Evaluation Report A42960.10.12-R5
Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL16048-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 6 of 6