HomeMy WebLinkAboutProduct Approval 1/5/2016 Florida Building Code Online
*tj
BttsJ4o eSJ
.0 • it • 9 �.
Florida Departments BCIS Home Log In User Registration Hat Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
BusinesPn,l
ProfeSSi OFIUSER:Product Approval
Public User
Regulation
I_ product Aooroval Menu>Product or Application Search>Application List>Application Detail
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer ens=o in
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 Coming PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategoryal-Shingle
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 the Robert J.M. Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/20/2017
Validated By John W. Knezevich,PE
W Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R11 COI 2015 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
https://www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQBucR6ixEAOdgtxUi3osQ0/o3d0/o3d 1/2
115/2016 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/15/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/20/2015
Date Approved 12/15/2015
Summary of Products
FL# Model,Number or Name Description
4,1 0 ens_Coming Asphalt-Roofing;_ Llllg_e=shi es_
Sh,moles and_Starters;
Limits of Use Installation Instructions
Approved for use in HVH2:No FL10674 R11 II 2015 10 FINAL ER OC ASPHALT
Approved for use outside HVH2:Yes SHINGLES FL10674-R11.Ddf
Impact Resistant: N/A Verified By: Robert 3. M. Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party: Yes
Other:Refer to ER,Section 5. Evaluation Reports
FL10674 R11 AE 2015 10 FINAL ER OC ASPHALT
SHINGLES FL10674-Ri1.Ddf
Created by Independent Third Party: Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EED 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 notsend 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:
® ® eG.cak M
sCCUrlty\11 nUC
-, a
htips://www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDgtBNbEY5V0/02boQT0/02b6w7ahReglCQ8ucR6ixEAOdgtKUj3osQp/03dp/03d 212
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization 1#9503
Tw��I�( 353 CHRISTIAN STREET,UNIT#13
K ER® OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-116
One Owens Corning Parkway FL10674-R11
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
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPUANCE: 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 IERD 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: �uacttlerp.r�
f
Robert J.M.Nieminen P.E. .�Jfifi^ -epi ' Thefacsimilesealappearingwasauthorized byRobertNieminen,
zs f(,S ;1.Lsi•�7!: P.E.on 10/15/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DG4 ANE1983 10 document Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 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 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:
Enti 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.
m
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® 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, Hip & Ridge with Sealant, WeatherGuard® HP Hip & Ridge
Shingles,ProEdge Hip&Ridge Shingles and DuraRidgem 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,LLC Evaluation Report 037940.02.12-R6
Comte ofAuthornotion x19503 FL10674-R11
Revision 6:10/15/2015
Page 2 of 7
QCf
TRlNI-rY 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
us in all wind zones up to Vasd=150 mph(Vag=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 Vasd= 150 mph (Vast=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. Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Feltunderlaymeirt Deck Feltundeayment Deck SeFedhered
Weathert.ockt9
Self-adhered undedayment
WeatherLock®
Underlayment
D°P� Drip edge Ddp--. Drip edge
edge edge
Nails located Nab located
2'-4•from eave
2=3"from eave
Install first Self-sealing adhesiveInstal first SterterStdp Flus Shcceal ng adhesive
Starter Strip - positioned along eave positioned along eave
shingle with -\ with 6•removed
6"removed
Starter Strip shingle overhangs eaves and rakes'/e=i'e" Starter Stnp Plus overhangs eaves and rakes 1/4'-314'
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R6
Certificate of Authorization#9503 FL20674-R11
Revision 6:10/15/2015
Page 3 of 7
3
TRIM Y(ER®
6.2.6 Minimum Nailing Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind desvanes y Wind Areas High Wind desvones y
Area para vientos normales Areas
Vie
luei tes Area para vientos nonnales Aieas Want.fuertes
r tT IA) tt•t• ft. 2" IB r2" t" t" - (AI t' rt" 2" IBl r2" t'
5"Exposure b 5/8•Exposure
Exposition Egposicidn
6. .7 Minimum Nailing—Berkshire®:
Sealam slip Sealant strip
Le tba de s¢tlaJa La tba de sdlador
pe
st� sat` 91 W, avt "'Ve s-W, 8Y avt`
1.
r
1
2" Asphalt roofing oe n
Cemento da teelio`de astaho
6.2.8 Minimum Nailing—Devonshire m:
Nails
Nals Ten 1"Spots of Asphalt Roof Cement
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R6
Certificate ofAuthorization#9509 FU0674-R11
Revision 6:10/15/2015
Page 4 of 7
Q( �i
TRINITY ERD
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition�
Duration®Designer Color Collection:
4 Nail Pattern 6Nar1 Viten Ntwem Sunrlla
Esquema de 4 davos Pattern areaandlop acutout.
EsQuerra. Ons7mb opefMeedes
SuRNa11e 6stenmg area
width de 6 clavos. . a�asloola;Moa el
Area dedawsSu2Nale • • • eac�r e
Sunnae - \ SutetfaiP
1' 1' bstertrrgg � bAm6v6�gg
armurGN �, arcarriut�
TC ITC �a T
WExposure Naffs. 5# Exposure
Phpu7g.de exposiddn Clavus 55hpulg.deexposicidn 535"Exposure Nails 5W Exposure
5'h ping.de exposici6n Davos 5'b ping.de exposiddn.
6.2.10 Minimum Nailing—TruDefinition'Oakridge®,Oakridge®:
4 Nail Pattern 6 Nail Pattern-
Esquema con 4 clavos Esquema con 8 davos
I.-
1. r
It-- ,T —>I IF— IT IT — IF— IL-
5518
r5578"Exposure Naffs 5 5l8"Exposure Nabs
&posieldrede6618pufg• Clavus Exposiddnde5518pulg 55f Exposure clavas 55487Exposu
Exposicidn de 6618 ping Expgsid6a de 56/8 pufg.
6.2.11 Minimum Nailing—WeatherGuard®HP:
1• I Bingle 1111916 Vlsrn
::g► Viz•.;.� �� �.
Fi•deri:71•rsrat ItYI Lir.
6�wih�r�>I�•eifn.
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire®Hip and Ridge Shingles,High Ridge, Hip&Ridge with Sealant,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 DuraRidger" 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.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R6
Certificate ofAuthoriration 69503 FL10674-RII
Revision 6:10/15/2015
Page 5 of 7
(T1
t
-TFrRINI-rY I ERD
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
Fig.i4 Fig.2
�— Prevalunumand
Direction A iopMevi SideVim
A Nall flails
4
!K741 Top Lcal I r i
piece
e
I I
4 I I I
A I I I 1 I
A i i I 1 I
i
rel'°sl,r0� gl
ZK:!
ui
I
1
1
1
1
6.3.4 Minimum Nailing—Hip&Ridge with Sealant:
em Fig:2 Nigh-Wind.Fastenng"m`
14 Nails)...
rim Shingle—0
and-Discard
lip
Sealant -•�
Strlip *, 12"-
'Fastening S5la' Exposure
Distance
12"
6.3.5 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip&Ridge'Shingle Fastening
Fig.A 4 4 Topvbvr
PreValling Wind
<—
Direction p
A
Halls
A i i 143ILS Halls
A I I i I
I I I I
.+. j ♦ Y
Exposure
s• Exposure
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R6
Certificate ofAuthafizatfon#9503 FU0674-R11
Revision 6:10/15/2015
Page 6of7
r
QC1
TRINIr(i ERD
6.3.6 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind DirectionFastening
Soalerlt Suip Pattern
6"Exposure .� I I-7
12` 1 Sealant
,
Fasten 7'l:° Vit" 6"Exposure
Cover Exposed
Fastoners with
Roof Cement 12--
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.
Prara31ng Wind Dirocdcn Top VlW
�—Diroaiondomimntaduront II- YF s�er[nr
Dirooddn dol rirnto prodornimnto T-r
CWu
Naib-�� � � Otsm Goroing SuretJel' cm,o
arar� I I I
b I
F ♦ � � '� WIG
tin 0 u I
I
a �11
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,LLC. Evaluation Report 037940.02.12-R6
Certificate of Authorization#9503 FL20674-R11
Revision 6:10/15/2015
Page 7 of 7
1/5/.2016 II-i g,r� w ine
4
OF
• i
• a 0 . • 6
Florida Departmentof BCIS Home Login User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BOS Site Map Links Search
Busines
Professi nal , ►U5 R licApuseroval
Regulation
Product Aoomyal Menu>Product or Application Search>Application List>Application Detail
• FL* FL5259-R24
Application Type Revision
Code Version 2014
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 El
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570)384-1230 Ext242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton,PA 18201
(800) 894-4563
jakins@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
W5 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/01/2017
Validated By John W. Knezevich, PE
1 Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R24 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
https:l/www.floddabuilding.org/pr/pr app_db.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS0/02fegOlipH82Cu7FMfvnJrJdOHoR9p/o2fAp/o3dp/o3d 1/2
1/5/2016 Florida Building Code Online
L ASTM G154 2006
ASTM G155 2005
FM 4474 2004
FRSA/TRI April 2012 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 07/22/2015
Date Validated 08/07/2015
Date Pending FBC Approval 08/15/2015
Date Approved 10/16/2015
Summary of Products
FL* Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5259 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R24.Ddf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure in this Evaluation Reports
application relates to one particular FL5259 R24 AE 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck)for R24.pdf
use under foam-on tile systems(where the Created by Independent Third Party:Yes
underlayment forms part of the load-path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures.2.)Refer to ER Section 5 for
other limits of use.
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850487-1824
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 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:
111 FI-07 99
securitymETRtu
a
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vSp/o2feg01ipH82Cu7FMfVnJrJdOHoR9%2fAp/o3dp/o3d 2/2
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
'\J TRINITY JERD 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
PHONE: (203)262-9245
FAX: (203)262-9243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-1120
150 Lyon Drive FL5259-R24
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 20:07/2212015
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: Polyglass 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. 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 12.
Prepared by:
o?��c£z a••��.%:s
The facsimile seal appearing was authorized by Robert Nieminen,
.�•r s*:+- .;�;'u�: P.E.on 07/22/2015.This does not serve as an electronically
Robert J.M. Nieminen,P.E. '�.�`� �;C�t�„4 4; signed document Signed,sealed hardcopies have been
Florida Registration No.59166,Florida DCA ANE1983 ''; ii.�.aii�'s+`'' transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 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.
QTRiNITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., 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 Prope Standard Year
1504.3.1 Wind Uplift FM 4474 2004
1504.6 Accelerated Weathering ASTM G154 2006
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.3.3 Installation Practice FRSA/TRI April 2012 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRI01111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties 1X201-17A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 2 of 12
TRINITY 1 ER®
Entity Examination Reference Date
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013.
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-RS 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015
ICC-ES(EVIL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/LAffidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,U.C.(QUA9625) Quality Control Service Confirmation,R14571 Exp.08/08/2015
UL,U.C.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface;meets ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly-film surface;meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,
with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/M2 polyester
fabric surface;meets ASTM D1970 and TAS 103.
Exterior Research and Design,LLC Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 3 of 12
(TT��INITYIERD
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
4.2.8 Polystick Dual Prom is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.9 Polystick Tile Pr6l is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets; meet ASTM D6222.
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.
5.4 Polyglass 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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1:ROOF COVER OPTIONS.
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Yes Yes
Elastobase Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
Yes Yes
Elastobase P Yes (base layer In 2-pry (base layer in 2-ply Yes Yes Yes
system) system)
Polystick MTS Yes Yes No Yes Yes Yes
Polystick MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P Yes Yes Yes No Yes Yes
See 5.5.1
Polystick TU Plus Yes Yes SeYess.i Yes Yes Yes
PolystickTU Max No Yes Yes Yes No No
See 5.5.1
Polystick Dual Pro Yes Yes No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Elastoflex S6 G Yes Yes Yes No Yes Yes
See 5.5.1
Elastoflex S6 G FR Yes Yes No No Yes Yes
Polyflex G Yes Yes Yes No Yes Yes
See 5.5.1
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes See e.5.1 No Yes Yes
Mule-Hide SA-APP Cap Sheet Yes
or SA-APP Cap Sheet(FR) Yes Yes See 5.5.1
No Yes Yes
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 4 of 12
YRIIvII�Y I ER®
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.
✓ 3Mi" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP
Cap Sheet(FR)or Tile Pro.
✓ 3M'"Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max,Elastoflex S6
G,Polyflex G, Polyflex SAP,Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
or Tile Pro
✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
✓ Convenience Products'Touch'n Seal StormBond Roof Tile Adhesive(FL14506): Polystick TU Plus, Polystick TU
Max
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations), Dual Pro,Tile Pro,Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch-applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or G FR torch-applied to:
➢ ASTM D41 primed structural concrete;Dens Deck Prime or 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, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization 119503 FL5259-1124
Revision 20:07/22/2015
Page 5 of 12
Ti
T�PJNITYIERD
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Polyflex G or G FR torch-applied to:
➢ Elastobase;Elastobase P or Mule-Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
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 underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12) and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.2 Maximum Design Pressure=-135 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)PG100 or ASTM D41
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet a nd
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.3 Maximum Design Pressure=-315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.4 Maximum Design Pressure=-622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG100 or ASTM D41
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.5 Maximum Design Pressure=-30.0 psf`.
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: it ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet a nd
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 6 of 12
QCTIuNITYIERD
5.6.4.6 Maximum Design Pressure=-37.5 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: it ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.7 Maximum Design Pressure=-37.5 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: it ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.8 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.9 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: it ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet a nd
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.10 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.11 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
i
5.6.4.12 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certifcate of Authmizatian#9S03 FL5259-R24
Revision 20:07/22/2015
Page 7 of 12
(TTRiNITYIERD
5.6.4.13 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.14 Maximum Design Pressure=-60p .
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or PoWlex G,torch-applied.
5.6.4.15 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.16 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.17 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.18 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.19 Maximum Design Pressure=-97.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.20 Maximum Design Pressure=-105 psf.
i
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization 119503 171-5259-1124
Revision 20:07/22/2015
Page 9 of 12
TTkINITYIERD
5.6.4.21 Maximum Design Pressure=-112.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet a nd
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.22 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgnp or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.23 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.24 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.25 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(04-12),Appendix A,
Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional
to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone
2/3 enhancements.
5.7 Exposure Limitations:
Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation.
Polystick IR-Xe shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180-
days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or 56 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof
covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
Exterior Research and Design,LLC Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 9 of 12
TX", TR1NrrYiERD
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass 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 Elastobase,Elastobase P or Mule-Hide Nail Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR in
hot asphalt or Polyflex G or G FR,torch applied.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline.
6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-
APP Cap Sheet(FR),Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide
Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter
metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-nailed using
the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The
head lap membrane is to cover the area being back-nailed
All seal-lap seams (selvage laps) must be _
firmly rolled with a minimum 28 Ib. hand �y3
roller to ensure full contact and adhesion. y
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
. .
(the sheet will overlap the fabric). _
k r
�r s.
I
View of Ovelap Seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
Exterior Research and Design,LLC Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 10 of 12
a
1
TRINITY'ER®
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or,on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick IR-Xe):
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 mechanically fastened tile roofing over 2-ply system,consisting of base sheet and self-adhering top sheet(s),base
sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set tile applications,refer to Section 5.6.4 herein.
For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
For nail-on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.4.4 Two(2)Ply Underlavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max,TilePro or Polyflex SAP is
allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the
top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS PLUS followed by Polystick TU P,TU Plus, TU Max,TilePro or Polyflex SAP is allowable for use under
foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is
allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch
beyond the lap edge.
6.6 Polyflex G or G FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in tile applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-
inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be
fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
Exterior Research and Design,LLC Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 11 of 12
TRINITY I ERD
6.7.4 For nail-on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight
(48)hours.
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 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
i
Exterior Research and Design,LLC Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 12 of 12
Planning& Development Services
-.� Building&Code Regulation Division
r ..
i �ri�) 2300 Virginia Avenue
��L.r1 � Fort Pierce FL 34982
r
=-; 772-462-2165 or 772-462-2172
Fax:772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit#;
1, L-t-•I los , licensed as a(n)Contractor*/Engineer/Architect
(Please printf name&circle license type) *FS468 Building Inspector
*General,Building,Residential or Roofing Contractor or any individual certified under 468 FS.to make such an inspection.
On or about 1 I 15126( (o 1 did personally inspect the roof deck nailing
i (Date)
work at: Z Z Z'8711A IRP � .
(Job site address)
Based up that a ca ion have determined the installation was done according to the Hurricane
Mitig on Retro,f" anual (B sed on 553.844 F.S.)
I
I
SignaWs.en7and Seal License#
I -
STATE OF FLORIDA
COUNTY OF
i c
Sworn to and subscribed before me this day of „ 20 11 ,
byi f/r t Who is personally known to me or who has produced
as identification.
I
Notary Public,State of orida
Signature of Notary-
Commission Nuj ber: 7 0 (Seal)
En 01/19/2011
CATHY J ROBERTS
NMry Patna-SW*of Florida
• Crtaxilktlon•FF 221708
My Comm.Expka May 10,2019
Am, , Wo Nallaial Notary Assn
i