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FL# Type Manufacturer Validated By Status
FL10626-R12 Revision GAF John W. Knezevich, PE Approved
History Category: Roofing (954) 772-6224
Subcategory: Underlayments
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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 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:
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THIESE PLANS AND ALL PROFO �.D 1A ORR'
ARE SUBJECT TO ANY COMECTIONS
MQUIRED BY FIELD INSPECTORS THAT
MAY BE IECES18A"IY IN ORDER TO
CiJTMM VA 1TH ALL APPIXABLE CaDES.
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e • FL# FL10626-R12
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived I�
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
(800) 766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindareith@trinityerd.com
Technical Representative Beth McSorley (current)
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
(973) 872-4421
bmcsorley@gaf.com
Quality Assurance Representative f
Address/Phone/Email F'�'l OLE PY
�
Category Roofing
Subcategory Underlayments
l
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
n 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 11/12/2017
Validated By John W. Knezevich, PE
[I Validation Checklist- Hardcopy Received
Certificate of Independence FL10626 R12 COI_2015 01 COI_Nieminen.odf
i
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
https://www.floridabuilding.org/pr/pr-app_dii.aspx?param=WGEVXQwtDgtBNbEY5V%2boQY9nVE2RUHVOuwgULxCexQlieXVLp9YlRw%3d%3d Page 1 of 2
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Florida Building Code Online 1/27/17, 8:48 AM
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ASTM D6164 2005
ASTM D6757 2007
FM 4474 2004
f FRSA/TRI April 2012 (04-12) 2012
TAS 103 1995
i
Equivalence of Product Standards
• Certified By
Sections from the Code
Product Approval Method Method 1 Option D
PY
Date Submitted 03/31/2015
Date Validated 04/08/2015 F Lot_F1' CO
Date Pending FBC Approval 04/12/2015
Date Approved 06/23/2015
Summary of Products
FL# Model, Number or Name Description
10626.1 GAF Roof Underlayments Roofing underlayments for use in sloped roof systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10626 R12 II_2015 03 FINAL_ER_GAF Underlavments FL10626-
Approved for use outside HVHZ:Yes R12.pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45.0 Created by Independent Third Party: Yes
Other: 1.)The design pressure noted in this Evaluation Reports
application relates to one particular underlayment FL10626 R12_AE_2015_03 FINAL ER GAF Underlavments FL10626-
system for use under foam-on tile systems. Refer to R12.pdf
ER Section 5.6.4 for details. 2.) Refer to ER Section Created by Independent Third Party: Yes
5 for other Limits of Use.
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coo right 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:
® ® cCheck
Credit Cara
Safe
i
https://www.floridabuilding.org/pr/pr_app_dt].aspx?param=wGEVXQwtDgtBNbEY5V%2boQY9nVE2RUHVOuwgULxCexQlieXVLp9YlRw%3d%3d Page 2 of 2
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EXTERIOR RESEARCH&DESIGN,LLC.
''�''� I Certificate of Authorization#9503
T11II VI 1 1 ;/JERD
353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.04.08-1112
1Campus Drive F1.10626-1112
Parsippany,NJ 07054 Date of Issuance:04/25/2008
Revision 12:03/31/2015
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: GAF Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report-by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I 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.
INSPEc-nON:,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: F LE COPY
lm9rrnp
- .Nu t •,
:a
��' S"�- `�•��= The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen P.E. �' �' ..crr
, �'r•�•.;^R t p�+' P.E on 03/31/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 f„1�WQNaL i•'S document Signed,sealed hardcopies have been transmitted tothe
EY�J!um.i"s� 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 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. I
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.
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TRINITY ERD
R L'�� CCPYOOFING COMPONENT EVALUTION:
• 1. SCOPE: a
Product Category: Roofing
• Sub-Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, 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 Uplift FM 4474 2004
Physical
1507.2.4,1507.2.9.2,1 Properties ASTM D1970 2009507.5.3, y
1507.7.3
1507.2.3 Physical Properties ASTM D6757 2007
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST 6049) Physical Properties G12210.06.09 08/03/2009
ERD(TST 6049) Physical Properties G34150.08.11 11/14/2011
ERD(TST 6049) Physical Properties G40630.01.14-2B 01/07/2014
ERD(TST 6049) Physical Properties G46160SC 04/14/2014
PRI(TST 5878) Physical properties GAF-026-02-01 03/26/2002
PRI(TST 5878) Physical properties GAF-027-02-01 03/26/2002
PRI(TST 5878) Physical properties GAF-042-02-02 03/12/2004
PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005
PRI(TST 5878) Physical properties GAF-154-02-01 02/06/2007
PRI(TST 5878) Physical properties RGM-023-02-01 02/09/2007
PRI(TST 5878) Physicalproperties ELK-311-02-01 09/11/2007
PRI(TST 5878) Physical properties GAF-238-02-01 03/03/2010
PRI(TST 5878) Physical properties GAF-275-02-01 11/11/2010
PRI(TST 5878) Physical properties GAF-349-02-01 06/19/2012
PRI(TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI(TST 5878) Wind Uplift GAF-434-02-03 09/16/2013
PRI(TST 5878) Wind Uplift GAF-434-02-04 09/16/2013
ITS(TST 1509) Physical properties 3077464-002 09/14/2005
ITS(TST 1509) Physical properties 3077464-02 01/09/2006
UL(TST 1740) Physical properties 02NK22569 06/04/2002
UL(TST 1740) Physical properties 1ONK11990 05/18/2011
Miami-Dade(CER 1592) HVHZ compliance 13-1104.05 02/20/2014
Miami-Dade(CER 1592) HVHZ compliance 13-1104.11 03/06/2014
Miami-Dade(CER 1592) HVHZ compliance 14-1022.26 02/05/2015
ICC-ES(EVL2396) IBC compliance ESR-1322 01/01/2014
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Stockton,CA 11/12/2014
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Hickory,NC 03/04/2015
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Mt.Vernon,IN 01/16/2015
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Pryor,OK 02/05/2015
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Liberty-SBS Self-Adhering Base/Ply Sheet is a smooth-surfaced,fiberglass-reinforced,self-adhering SBS modified
bitumen roof underlayment.
4.1.2 StormGuard®Film Surfaced Leak Barrier is a film-surfaced,fiberglass-reinforced,self-adhering SBS modified bitumen
roof underlayment. StormGuard®Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof
decks.
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Exterior Research and Design,LLC. Evaluation Report 01506.04.08-1112
Certificate of Authorization#9503 FL10626-R12
Revision 12:03/31/2015
Page 2 of 8
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4TRINITY I ERD
4.1.3 UnderRoof'2 Polyester-Surfaced Leak Barrier is a spun-bond-glass-reinforced-polyester-mat-surfaced,composite-
reinforced,SBS self-adhering modified bitumen roof underlayment.
4.1.4 UnderRoof-HT High Temperature Leak Barrier is a polyester-mat-surfaced,fiberglass-reinforced,self-adhering SBS
modified bitumen roof underlayment.
4.1.5 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen roof underlayment. WeatherWatch® Mineral Surfaced Leak Barrier is also used as a secondary
water barrier to seal roof decks.
4.1.6 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated-mat-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen roof underlayment.
4.2 Mechanically Fastened Underlayments:
4.2.1 VersaShield®Fire-Resistant Roof Deck Protection is a non-asphaltic,fiberglass-based roof underlayment and/or fire
barrier.
4.3 Asphalt-Applied Underlayments:
4.3.1 Ruberoid® Mop Granule is a granule-surfaced, polyester-reinforced, asphalt-applied SBS modified bitumen roof
underlayment.
4.3.2 Ruberoid® Mop Granule FR (formerly Ruberoid®Mop 170 FR) is a granule-surfaced, polyester-reinforced, asphalt-
applied,SBS modified bitumen roof underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way,the Designer of
Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 GAF 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 applied atop GAF Roof Underlayments are follows:
TABLE 1:ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate or
Shingles Shingles Simulated Slate
VersaShield®Fire-Resistant Yes No No No No No
Roof Deck Protection
Liberty-SBS Self-Adhering Yes No No No No No
Base/Ply Sheet
StormGuard®Film Surfaced Yes No No Yes No No
Leak Barrier '
UnderRoof'2 Polyester- Yes Yes Yes No No Yes
Surfaced Leak Barrier See 5.5.1
UnderRoof'HT High Yes No No Yes No No
Temperature Leak Barrier
WeatherWatch®Mineral Yes No No No No No
Surfaced Leak Barrier
WeatherWatch®XT Mat
Surfaced Leak Barrier Yes No No No No No
Yes
Ruberoid®Mop Granule Yes Yes See 5.5.1 No Yes Yes
Ruberoid®Mop Granule FR Yes Yes Yes No Yes Yes
See 5.5.1
I 4 PYExterior Research and Design,I.I.C. ',C. Evaluation Report 01506.04.08-R12
Certificate of Authorization'#9503 FL10626-R12
Revision 12:03/31/2015
Page 3 of 8
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TRINITY(ERA
5.5.1 "Foam-On Tile"is limited to use of the following unless tensile adhesion/long term aging data from an accredited
testing laboratory is provided.
Underlayment(s) Adhesive Option(s)
UnderRoof'"2 Polyester-Surfaced Leak Barrier 3M-2-Component Roof Tile Adhesive AH-160(FL6332)
Ruberoid®Mop Granule;Ruberoid®Mop Granule FR Dow TileBond(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Liberty— SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof" 2 Polyester-
Surfaced Leak Barrier; UnderRoof- HT High Temperature Leak Barrier: WeatherWatch® Mineral Surfaced Leak
Barrier and WeatherWatch®XT Mat Surfaced Leak Barrier.Self-Adhered to Deck:
➢ New untreated plywood;
➢ Existing untreated ASTM D41 primed plywood.
Ruberoid®Mop Granule and Ruberoid®Mop Granule FR Asphalt-Applied to Deck:
➢ ASTM D41 primed structural concrete.
5.6.2 Liberty- SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof- 2 Polyester-
Surfaced Leak Barrier; UnderRoof- HT High Temperature Leak Barrier: WeatherWatch® Mineral Surfaced Leak
Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier. Self-Adhered to Mechanically Attached Base
Underlayment:
➢ ASTM D226,Type II felt.
➢ StormSafe-Anchor Sheet
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR Asphalt-Applied to Mechanically Attached Base
Underlayment:
➢ GAFGLAS®#80 Ultima-Base Sheet;
➢ Ruberoid®20 Smooth.
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)or as detailed below.
5.6.3 Bond to Other Substrate Types:
➢ ASTM D41 primed metal(flashing metal,valley metal,etc.)
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 FBC 1609 for
determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: UnderRoofTM'2 Polyester-Surfaced Leak Barrier,self-adhered
5.6.4.2 Maximum Design Pressure=-45 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: GAFGLAS®#80 Ultima'"Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min.
1.25=inch long ring shank nails through 32 ga.,1-5/8 inch diameter tin caps spaced 9-inch o.c.at the
4-inch wide side laps and 9-inch o.c.at two(2),equally spaced,staggered center in the field of the
sheet.
Top Layer: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
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Exterior Research and Design,LLC. Evaluation Report 01506.04.08-R12
Certificate of Authorization#9503 FL10626-1112
Revision 12:03/31/2015
Page 4 of 8
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TRINITY ERD
5.6.4.3 Maximum Design Pressure=-45 psf.
Deck: I Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: GAFGLAS®#80 Ultima-Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min.
1.25-inch long ring shank nails through 32 ga.,1-5/8 inch diameter tin caps spaced 8-inch o.c.at the
4-inch wide side laps and 8-inch o.c.at three(3),equally spaced,staggered center in the field of the
sheet.
Top Layer: Ruberoid®Mop Granule or Ruberoid®Mop Granule FIR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
5.7 Exposure Limitations:
5.7.1 Liberty- SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'' HT High
Temperature Leak Barrier;WeatherWatch®Mineral Surfaced Leak Barrier and WeatherWatch®XT Mat Surfaced Leak
Barrier shall not be left exposed for longer than 30-days after installation.
5.7.2 VersaShield® Fire-Resistant Roof Deck Protection, UnderRoof- 2 Polyester-Surfaced Leak Barrier, Ruberoid® Mop
Granule and Ruberoid®Mop Granule FR shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions 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 Install self-adhering underlayments when ambient temperatures are minimum 45°F and rising.
6.4 All metal surfaces shall be primed with Matrix-307 Premium Asphalt Primer or alternate GAF accepted ASTM D41
primer prior to application of self-adhering membranes.
6.5 VersaShield®Fire-Resistant Roof Deck Protection:
6.5.1 Install VersaShield® Fire-Resistant Roof Deck Protection in compliance with manufacturer's published installation
instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared
roof covering to be installed. A double layer is required for 2:12<roof slope<4:12. No hammer tacks or staples are
permitted
6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty— SBS Self-Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof- 2 Polyester-Surfaced Leak Barrier;
UnderRoof'" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat
Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and
dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake,
install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the
underlayment and exposed decking. At other areas,install the leak barrier over the underlayment.
6.6 Liberty'""SBS Self-Adhering Base/Ply Sheet:
6.6.1 Install Liberty- SBS Self-Adhering Base/Ply Sheet in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.6.2 The minimum and maximum roof slopes are%:12 and 6:12,respectively. Back-nailing is required when slope is 1:12
or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c.within 3-inch side
laps.
6.6.3 For non-tile applications,direct to deck:
For direct-bond to deck applications plywood shall be primed with Matrix-307 Premium Asphalt Primer or alternate
GAF accepted ASTM D41 primer at''/:to%gallon per square.
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to'relax'for min.30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix-201 Premium
SBS Flashing Cement over drip edge.
Exterior Research and Design,I.I.C. Evaluation Report 01506.04.08-1112
Certificate of Authorization#9503 FL10626-R12
Revision 12:03/31/201S EPage S of 8
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Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
6.6.4 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe—Anchor Sheet in accordance
with Section 6.6.
Install Liberty—SBS Self-Adhering Base/Ply Sheet over the mechanically attached anchor sheet as noted above.
6.7 StormGuarde Film Surfaced Leak Barrier:
6.7.1 Install StormGuard®Film Surfaced Leak Barrier in compliance with manufacturer's published installation instructions
and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to
be installed.
6.7.2 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 3-inch side laps.
6.7.3 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Matrix—201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
6.7.4 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe-Anchor Sheet in accordance
with Section 6.6.
Install StormGuard®Film Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above.
6.8 UnderRoof—2 Polyester-Surfaced Leak Barrier:
6.8.1 Install UnderRoof- 2 Polyester-Surfaced Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12,respectively. Back-nailing is required when slope is 4:12
or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c.within 4-inch side
laps.
6.8.3 For tile roof installations:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to
the underlayment.
6.8.4 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to,substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Matrix-201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner,maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 34eet apart. End laps shall be sealed with a 1/16'to 1/8`h inch thick trowel
application of Matrix—201 Premium SBS Flashing Cement.
Use a hand roller to firmly bond side and end laps.
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6.8.5 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe-Anchor Sheet in accordance
with Section 6.6.
Install UnderRoof—2 Polyester-Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above.
6.9 UnderRoof"HT High Temperature Leak Barrier:
6.9.1 Install UnderRoof— HT High Temperature Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12,respectively. Back-nailing is required when slope is 4:12
or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c.within 4-inch side
laps.
6.9.3 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat"FlexSeal—Caulk Grade over drip edge.
Continue upslope in a similar manner,maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure
L all end laps are staggered at least 3-feet apart.
Use a hand roller to firmly bond side and end laps.
6.9.4 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe'"Anchor Sheet in accordance
with Section 6.7.
Install UnderRoof"HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above.
6.10 WeatherWatch®Mineral Surfaced Leak Barrier or WeatherWatch®XT Mat Surfaced Leak Barrier:
6.10.1 Install WeatherWatch®Mineral Surfaced Leak Barrier or WeatherWatch®XT Mat Surfaced Leak Barrier in compliance
with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC
Sections 1507 for the type of prepared roof covering to be installed.
6.10.2 WeatherWatch®Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch
wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.10.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
6.10.4 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof leave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Matrix'"201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.10.5 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe-Anchor Sheet in accordance
with Section 6.6.
Install WeatherWatch Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier over the
mechanically attached anchor sheet as noted above.
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6.11 Ruberoid®Mop Granule:Ruberoid®Mop Granule FIR:
6.11.1 Shall be installed in compliance with current GAF published installation requirements, subject to the limitations
herein.
6.11.2 Non-Tile Applications:
6.11.2.1 Fully adhere in ASTM D312,Type IV hot-asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4-
inch and end-laps minimum 6-inch wide,and offset end-laps 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. Consult GAF instructions regarding back-nailing requirements.
6.11.3 Tile Applications:
6.11.3.1 Refer to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.11.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC.—QUA9625;(847)664-3281
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRINITY ERD OXFORD,CT 06478
PHONE:(203)26 2-924S
FAX:(203)262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.04.08-1112
1Campus Drive F1.10626-1112
Parsippany,NJ 07054 Date of Issuance:04/25/2008
Revision 12:03/31/2015
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: GAF Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I 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:
- pttyrrzzry --
The
:`�cTn? �.••�
Robert J.M.Nieminen P.E. % >>. p--.- -�:j P.E. n 3/31/ile ealapphisdo snotswas rveadbyRobertNieminen,
z �yfiL(.S. .C��,�•,.•�=^�+ P.E.on 03/31/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 C,1���„p ;L��i`},' document.Signed,sealed hardcoples 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 ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
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ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, 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 Uplift FM 4474 2004
1507.2.4,1507.2.9.2,1507.5.3, Physical Properties ASTM D1970 2009
1507.7.3
1507.2.3 Physical Properties ASTM D6757 2007
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST 6049) Physical Properties G12210.06.09 08/03/2009
ERD(TST 6049) Physical Properties G34150.08.11 11/14/2011
ERD(TST 6049) Physical Properties G40630.01.14-2B 01/07/2014
ERD(TST 6049) Physical Properties G46160SC 04/14/2014
PRI(TST 5878) Physical properties GAF-026-02-01 03/26/2002
PRI(TST 5878) Physical properties GAF-027-02-01 03/26/2002
PRI(TST 5878) Physical properties GAF-042-02-02 03/12/2004
PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005
PRI(TST 5878) Physical properties GAF-154-02-01 02/06/2007
PRI(TST 5878) Physical properties RGM-023-02-01 02/09/2007
PRI(TST 5878) Physical properties ELK-311-02-01 09/11/2007
PRI(TST 5878) Physical properties GAF-238-02-01 03/03/2010
PRI(TST 5878) Physical properties GAF-275-02-01 11/11/2010
PRI(TST 5878) Physical properties GAF-349-02-01 06/19/2012
PRI(TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI(TST 5878) Wind Uplift GAF-434-02-03 09/16/2013
PRI(TST 5878) Wind Uplift GAF-434-02-04 09/16/2013
ITS(TST 1509) Physical properties 3077464-002 09/14/2005
ITS(TST 1509) Physical properties 3077464-02 01/09/2006
UL(TST 1740) Physical properties 02NK22569 06/04/2002
UL(TST 1740) Physical properties 1ONK11990 05/18/2011
Miami-Dade(CER 1592) HVHZ compliance 13-1104.05 02/20/2014
Miami-Dade(CER 1592) HVHZ compliance 13-1104.11 03/06/2014
Miami-Dade(CER 1592) HVHZ compliance 14-1022.26 02/05/2015
]CC-ES(EVL2396) IBC compliance ESR-1322 01/01/2014
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Stockton,CA 11/12/2014
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Hickory,NC 03/04/2015
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Mt.Vernon,IN OV16/2015
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Pryor,OK 02/05/2015
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Liberty—SIBS Self-Adhering Base/Ply Sheet is a smooth-surfaced,fiberglass-reinforced, self-adhering SBS modified
bitumen roof underlayment.
4.1.2 StormGuard®Film Surfaced Leak Barrier is a film-surfaced,fiberglass-reinforced,self-adhering SIBS modified bitumen
roof underlayment. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof
decks!
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4.1.3 UnderRoof-2 Polyester-Surfaced Leak Barrier is a spun-bond-glass-reinforced-polyester-mat-surfaced,composite-
reinforced,SBS self-adhering modified bitumen roof underlayment.
4.1.4 UnderRoof"°HT High Temperature Leak Barrier is a polyester-mat-surfaced,fiberglass-reinforced,self-adhering SBS
modified bitumen roof underlayment.
4.1.5 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen roof underlayment. WeatherWatch® Mineral Surfaced Leak Barrier is also used as a secondary
water barrier to seal roof decks.
4.1.6 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated-mat-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen roof underlayment.
4.2 Mechanically Fastened Underlayments:
4.2.1 VersaShield®Fire-Resistant Roof Deck Protection is a non-asphaltic,fiberglass-based roof underlayment and/or fire
barrier.
4.3 Asphalt-Applied Underlayments:
' 4.3.1 Ruberoid® Mop Granule is a granule-surfaced, polyester-reinforced, asphalt-applied SBS modified bitumen roof
underlayment.
4.3.2 Ruberoid® Mop Granule FR (formerly Ruberoid®Mop 170 FR) is a granule-surfaced, polyester-reinforced, asphalt-
applied SBS modified bitumen roof underlayment.
S. 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.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 GAF 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 applied atop GAF Roof Underlayments are follows:
TABLE 1:ROOF COVER OPTIONS
Asphalt Wood Shakes& Slate or
Underlayment Shingles Nail-On Tile Foam-On Tite Metal Shingles Simulated Slate
VersaShield®Fire-Resistant Yes No No No No No
Roof Deck Protection
Liberty-$BS Self-Adhering Yes No No No No No
Base/Ply Sheet
StormGuard®Film Surfaced
Yes No No Yes No No
Leak Barrier
UnderRoof'2 Polyester- Yes Yes Yes No No Yes
Surfaced Leak Barrier See 5.5.1
UnderRoof`"HT High Yes No No Yes No No
Temperature Leak Barrier
WeatherWatch®Mineral Yes No No No No No
Surfaced Leak Barrier
WeatherWatch®XT Mat
Yes No No No No No
Surfaced Leak Barrier
Ruberoid®Mop Granule Yes Yes Yes No Yes Yes
See 5.5.1
Ruberoid®Mop Granule FR Yes Yes Yes No Yes Yes
See 5.5.1
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ERD
5.5.1 "Foam-On Tile"is limited to use of the following unless tensile adhesion/long term aging data from an accredited
testing laboratory is provided.
Underlayment(s) Adhesive Option(s)
UnderRoof"'2 Polyester-Surfaced Leak Barrier 3M'"2-Component Roof Tile Adhesive AH-160(FL6332)
Ruberoid®Mop Granule;Ruberoid®Mop Granule FR Dow TileBond(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Liberty'' SBS Self-Adhering Base/Ply Sheet: StormGuard® Film Surfaced Leak Barrier; UnderRoof- 2 Polyester-
Surfaced Leak Barrier: UnderRoof— HT High Temperature Leak Barrier: WeatherWatch® Mineral Surfaced Leak
Barrier and WeatherWatch®XT Mat Surfaced Leak Barrier,Self-Adhered to Deck:
➢ New untreated plywood;
➢ Existing untreated ASTM D41 primed plywood.
Ruberoid®Mop Granule and Ruberoid®Mop Granule FR,Asphalt-Applied to Deck:
➢ ASTM D41 primed structural concrete.
5.6.2 Liberty- SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof- 2 Polyester-
Surfaced Leak Barrier; UnderRoof' HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak
Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier, Self-Adhered to Mechanically Attached Base
Underlavment:
➢ ASTM D226,Type II felt.
➢ StormSafe—Anchor Sheet
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR. Asphalt-Applied to Mechanically Attached Base
Underlavment:
➢ GAFGLAS®#80 Ultima-Base Sheet;
➢ Ruberoid®20 Smooth.
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)or as detailed below.
5.6.3 Bond to Other Substrate Types:
➢ ASTM D41 primed metal(flashing metal,valley metal,etc.)
5.6.4 Wind Resistance for Underlavment 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 FBC 1609 for
determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: UnderRoof-2 Polyester-Surfaced Leak Barrier,self-adhered
5.6.4.2 Maximum Design Pressure=-45 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: GAFGLAS®#80 Ultima-Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min.
1.25-inch long ring shank nails through 32 ga.,1-5/8 inch diameter tin caps spaced 9-inch o.c.at the
4-inch wide side laps and 9-inch o.c.at two(2),equally spaced,staggered center in the field of the
sheet.
Top Layer: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
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5.6.4.3 Maximum Design Pressure=45 psf.
Deck: I Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: GAFGLAS®#80 Ultima-Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min.
1.25-inch long ring shank nails through 32 ga.,1-5/8 inch diameter tin caps spaced 8-inch o.c.at the
4-inch wide side laps and 8-inch o.c.at three(3),equally spaced,staggered center in the field of the
sheet.
Top Layer: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
5.7 Exposure Limitations:
5.7.1 Liberty- SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoofTM' HT High
Temperature Leak Barrier;WeatherWatch®Mineral Surfaced Leak Barrier and WeatherWatch®XT Mat Surfaced Leak
Barrier shall not be left exposed for longer than 30-days after installation.
5.7.2 VersaShield® Fire-Resistant Roof Deck Protection, UnderRoof'" 2 Polyester-Surfaced Leak Barrier, Ruberoid® Mop
Granule and Ruberoid®Map Granule FR shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions 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 Install self-adhering underlayments when ambient temperatures are minimum 45°F and rising.
6.4 All metal surfaces shall be primed with Matrix-307 Premium Asphalt Primer or alternate GAF accepted ASTM D41
primer prior to application of self-adhering membranes.
6.5 VersaShield®Fire-Resistant Roof Deck Protection:
6.5.1 Install VersaShield® Fire-Resistant Roof Deck Protection in compliance with manufacturer's published installation
instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared
roof covering to be installed. A double layer is required for 2:12<roof slope<4:12. No hammer tacks or staples are
permitted
6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty" SBS Self-Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof- 2 Polyester-Surfaced Leak Barrier;
UnderRoof- HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat
Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and
dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake,
install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the
underlayment and exposed decking. At other areas,install the leak barrier over the underlayment.
6.6 Liberty'""SBS Self-Adhering Base/Ply Sheet:
6.6.1 Install Liberty- SBS Self-Adhering Base/Ply Sheet in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.6.2 The minimum and maximum roof slopes are%:12 and 6:12,respectively. Back-nailing is required when slope is 1:12
or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c.within 3-inch side
laps.
6.6.3 For non-tile applications,direct to deck:
For direct-bond to deck applications plywood shall be primed with Matrix-307 Premium Asphalt Primer or alternate
GAF accepted ASTM D41 primer at%to%gallon per square.
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang n at eaves and rakes. Roll out sheet and allow to'relax'for min.30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix":'201 Premium
SBS Flashing Cement over drip edge.
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Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure
• all end Japs are staggered at least 18-inch apart.
i
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
6.6.4 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe—Anchor Sheet in accordance
with Section 6.6.
Install Liberty—SBS Self-Adhering Base/Ply Sheet over the mechanically attached anchor sheet as noted above.
6.7 StormGuard®Film Surfaced Leak Barrier:
6.7.1 Install StormGuard®Film Surfaced Leak Barrier in compliance with manufacturer's published installation instructions
and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to
be installed.
6.7.2 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 3-inch side laps.
6.7.3 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Matrix'"201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
6.7.4 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe""Anchor Sheet in accordance
with Section 6.6.
Install StormGuard®Film Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above.
6.8 UnderRoof-2 Polyester-Surfaced Leak Barrier:
6.8.1 Install UnderRoof- 2 Polyester-Surfaced Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12,respectively. Back-nailing is required when slope is 4:12
or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c.within 4-inch side
laps.
6.8.3 For tile roof installations:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to
the underlayment.
6.8.4 For non-tile applications,direct to deck:
Prior to removal of release film, align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Matrix-201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner,maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 3-feet apart. End laps shall be sealed with a 1/16th to 1/8v' inch thick trowel
application of Matrix-201 Premium SBS Flashing Cement.
I
Use a hand roller to firmly bond side and end laps.
I
Exterior Research and Design,LLC. Evaluation Report 01506.04.08-R32
Certificate of Authorization#9503 lCOPY
FL10626-R12
Revision 12:03/31/2015
Page 6 of 8
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\,PTRINITYIERD
6.8.5 For non-tile applications,to mechanically attached anchor sheet:
` Install ASTM D226,Type II felt in accordance with codified requirements or StormSafell Anchor Sheet in accordance
with Section 6.6.
Install UnderRoof-2 Polyester-Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above.
6.9 UnderRoof-HT High Temperature Leak Barrier:
6.9.1 Install UnderRoof- HT High Temperature Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12,respectively. Back-nailing is required when slope is 4:12
or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c.within 4-inch side
` laps.
6.9.3 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Topcoat®FlexSeal-Caulk Grade over drip edge.
Continue upslope in a similar manner,maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 3-feet apart.
Use a hand roller to firmly bond side and end laps.
6.9.4 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe-Anchor Sheet in accordance
with Section 6.7.
Install UnderRoof-HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above.
6.10 WeatherWatch®Mineral Surfaced Leak Barrier or WeatherWatch®XT Mat Surfaced Leak Barrier:
6.10.1 Install WeatherWatch®Mineral Surfaced Leak Barrier or WeatherWatch°XT Mat Surfaced Leak Barrier in compliance
with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC
Sections 1507 for the type of prepared roof covering to be installed.
6.10.2 WeatherWatch®Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch
wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.10.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
6.10.4 For non-tile applications,direct to deck:
Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and
bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of
release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of Matrix-201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure
all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.10.5 For non-tile applications,to mechanically attached anchor sheet:
Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe-Anchor Sheet in accordance
with Section 6.6.
Install WeatherWatch Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier over the
mechanically attached anchor sheet as noted above.
I FILE
Exterior Research and Design,LLC. E Report 01506.04.08-R12
certificate of Authorization&9503 GOP-- -luation
F1.10626-1112
Revision 12:03/31/2015
Page 7 of 8
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TRINITY ERA'
6.11 Ruberoid®Mop Granule:Ruberoid®Mop Granule FR:
6.11.1 Shall be installed in compliance with current GAF published installation requirements, subject to the limitations
herein.
6.11.2 Non-Tile Applications:
6.11.2.1 Fully adhere in ASTM D312,Type IV hot-asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4-
inch and end-laps minimum 6-inch wide,and offset end-laps 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. Consult GAF instructions regarding back-nailing requirements.
6.11.3 Tile Applications:
6.11.3.1 Refer to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
' 6.11.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC.—QUA9625;(847)664-3281
END OF EVALUATION REPORT-
COPY'k
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Exterior Research and Design,I.I.C. Evaluation Report 01506.04.08-1112
Certificate of Authorization#9503 FL10626-R12
Revision 12:03/31/2015
Page 8 of 8
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RECEIVED
N �
CBUCK Engineering
Specialty iStructural Englne=erinq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
TI'N' ij Ii
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990 ..
(772)872-8034 >
' for
Florida Product Approval
tz
# FL 17022.1 R2 •J
Florida Building Code 5th Edition (2014) -" p
Per Rule 611320-3
nA =r}
Method: 1 - D
Category: Roofing
Sub -Category: Metal Roofing
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23.``JkXIIII11///
\`\%`%5 L. BUC
James L. Buckner, P.E.,SECB
Florida Professional Engineer#31242 No 31242 * '
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes :7v r LU
Report No. 15-176-5V-S6W-ER �.n STATE OF �
'•.FCORIDP.•' N G(Revises 14-166-5V-S6W-ER)
Date: 6/27/15
Contents:
Evaluation Report Pages 1—7 v
2015.07.01 11:03:27-04'00'
CBUCK,Inc.
1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone:(561)491-9927•Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net
i
FL#: FL 17022.1 R2
Date: 6/27/15
N ,
C UCK Engineering Pagert No.:2 of 76-5V-S6W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005(1) (d)
Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board(Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure(ASD): Refer to Table A
(Refer to"Table A"attachment details herein)
FL#: FL 17022.1 R2
�/
^ Date: 6/27/15
N �
C. RepoSUCK Engineeri 1� Page rt No.:3 of 76-5V-S6W-ER
Specialty Stm=rufai &rIcaineva inci CBUCK,Inc Certificate of Authorization#8054
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated compliance with Florida
Building Code 5th Edition(2014),Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural
Scope: requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 61G20-3.001.
Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use:. This evaluation report for"Optional Statewide Approval' contains technical
documentation, specifications. and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building
Commission is the authority to approve products under "Optional
Statewide Approval'.
• Option for application outside"Limitations and Conditions of Use"
Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code".Any modification
of the product as evaluated in this report and approved by the Florida
Building Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade&Broward Counties)
Quality Assurance: i The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
ID#QUA 1824).
i
FL#: FL 17022.1 R2
Date: 6/27/15
Page No.:4 of 76-5V-S6W-ER
N ,
CE3UCK Engineerin
Speclalty Structural Encglneerinq CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2"(min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
FASTENER 2 Used for Attachment Method 2&3
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
Components&Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3"(max.)
Properties:
Density: 2.25 pcf(lbs/ft3)min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
i
i
FL#: FL 17022.1 R2
Date: 6/27/15
CHUCK Engineering Page Report No.:5 of 76-5V-S6W-ER
SpeclaltLJ Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A"below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A"Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
■ Minimum fastener penetration thru bottom of support,3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of
2to1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition
(2014). The installation method described herein is in accordance with the
scope of this evaluation report. Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
Referenced Data: 1. UL 580-06 &UL 1897-04—Uplift Test
By Architectural Testing,Inc.-West Palm Beach,FL
(FBC Organization#TST ID:1527)
Report No.: D5893.01-450-18, Date: 05/02/14
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
j Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 17022.1 R2
Date: 6/27/15
Repo BUCK Engineerin Page rt No.:6 of 76-5V-56W-ER
Specialty Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Drawings
24"Maximum Net Coverage
5/8"
Panel Profile
Typical Assembly Profile View
(Typical Fastening Pattern Across Width - Interior)
i
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I'
FL#: FL 17022.1 R2
Date: 6/27/15
N �
CE3UCK Engineering Pagert No.:7 of 5V-S6W-ER
Specialty Structural Englneerinq CBUCK,Inc.Certificate of Authorization t18064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-1/2"Min. or
#10 x 1-1/2"Min. perTable"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
s
f
Deck:
-15132"or greater Plywood,or
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of
2 to;1.
I
t 0
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1; J
EXTERIOR RESEARCH&DESIGN,MC.
• _l Certificate of Authorization#9503
\\ ER® 353 CHRISTIAN STREET,UNIT#13TRINI OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-1121
150 Lyon Drive FL5259-R25
Fernley,NV 98408 Date of Issuance:02/24/2009
Revision 21:10/17/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 5u' 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. Trinity I ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity[ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 13.
Prepared by:
The facsimile seal appearing was authorized by Robert Nieminen,
P.E.on 10/17/2016.This does not serve as an electronically
T:
Robert J.M.Nieminen P.E. "s Ft'��i %=r signed document. Signed,sealed hardcopies have been
Florida Registration No.59166,Florida DCA ANE1983 �,;; .+` transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity)ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity 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)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.
j
I
TRINITYI ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: U nderlayment
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 Pro a Standard Year
1504.3.1 Wind Uplift FM 4474 2004
1504.3.1 Wind Uplift UL 1897 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:
gnftL Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 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 JX20H7A 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
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 2 of 13
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¢ ERD
T RINITI�
EqtLty Examination Reference Date
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
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-R1 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
i ERD( ST60 9) Physical Properties P40390.04.15 04 03 2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ICC-ES(EVL 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/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.04/24/2018
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.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP 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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
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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.
4.2.7 Polyflex SAP, Polyflex SAP FIR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FIR) are polyester
reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
4.2.8 Polystick Dual Pro' 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 Pro— 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.
4.2.10 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polypropylene film surface;meets AC188 and physical requirements of ASTM D1970.
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 FIR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report;.refer to current Approved Roofing Materials Directory for fire
ratings of this product.
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 Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-on Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Yes Yes
Elastobase Yes (base sheet In 2-ply (base sheet in 2-ply Yes Yes Yes
system) system)
Yes Yes
Elastobase P Yes (base sheet in 2-ply (base sheet in 2-ply Yes Yes Yes
system) system)
Yes Yes
Polyglass G2 Base No (base sheet in 2-ply (base sheet in 2-ply No No No
system) system)
Yes Yes
Polyglass APP Base No (base sheet in 2-ply (base sheet in 2-ply No No No
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 Yes Yes Yes Yes
See 5.5.1
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
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TABLE 1:ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
PolystickTU Max No Yes Yes Yes No No
See 5.5.1
Poiystick Dual Pro Yes Yes No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex 56 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 Yes No Yes Yes
See 5.5.1
Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes
or SA-APP Cap Sheet(FR) See 5.5.1
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.
✓ 3MTM 2-Component Roof Tile Adhesive AH-160 (FL6332): 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.
✓ 31VITM' 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
✓ Convenience Products'Touch 'n Seal Storm Bond Roof Tile Adhesive(FL14506): Polystick TU Plus, Polystick TU
Max.
✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro.
✓ Polyglass PolyLok Roof Tile Adhesive(FL17855): Polystick TU Plus or 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.
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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.
5.6.3 Bond to Mechanically Attached Base Layer:
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,Mule-Hide Nail Base or Polyglass G2 Base.
Polyflex G or G FR torch-applied to:
➢ Elastobase;Elastobase P,Mule-Hide Nail Base,Polyglass G2 Base or Polyglass APP 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 Authority Having Jurisdiction.
Primer: None
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=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: 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 and back-nailed within the selvedge-edge side laps using 12 ga.x
1'/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
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5.6.4.3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
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 and back-nailed within the selvedge-edge side laps using 12 ga.x
1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
5.6.4.4 Maximum Design Pressure=-135 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 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.
5.6.4.6 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 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.
5.6.4.8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 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.
5.6.4.9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: 11 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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121
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5.6.4.10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood,to meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.11 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
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: 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 and
Mule-Hide SA-APP Cap.Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Ca Fasteners
P P
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.
5.6.4.14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.15 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 Polyflex G,torch-applied.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
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5.6.4.17 Maximum Design Pressure=-60 psf:.
Deck: Min.19/32-inch plywood to.meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.18 Maximum Design Pressure=-67.5 psf:.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: 12 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 four(4)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied.in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
5.6.4.19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom. Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex 56 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
5.6.4.20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to,meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX CapFasteners
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.
5.6.4.21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners`. CMG#12 Standard Roofgrip or CMG#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.
5.6.4.22 .Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 56 G,applied in full mopping of hot asphalt.
5.6.4.23 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG 914 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
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5.6.4.24 Maximum Design Pressure=-97.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.25 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 five(5)equally spaced staggered center rows.
Underlayment:ElastoflexS6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.28 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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.
5.6.4.29 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.30 For mechanically attached base sheet,the maximum design pressure for the selected assembly shall meet or exceed
the Zone 1 design pressure determined in accordance with FRSA/TRl 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29
(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X 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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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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 S6 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.
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,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FRI:
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 seaklap seams (selvage laps) must be
firmly rolled with a minimum 28 lb. hand .
roller to ensure full contact and adhesion.
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).
View of Ovelap Seam of Dual Pro and Tile Pro
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate ojAuthorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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TRINITY I ERD
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
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-lb 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 lb 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 or Polystick MU-X):
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 Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max,Tile Pro, MU-X 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,Tile Pro 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.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F15259-R25
Revision 21:10/17/2016
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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.
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-
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21:10/17/2016
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