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'x aY {ave FL# FL1.6638-R2
Application Type Revision
Code Version 2017
'Application Status Approved
Comments. i
Archived -
i
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,.OH 43659
(740).404-7829
greg.keeler@owenscorning.com
.Authorized Signature Greg.Keeler
greg keeler@owenscorning.coni
Technical Representative Greg Keeler
Address/Phone/Email. 2790 Columbus Road
Granville,OH 43023
(740)321-6345
greg.keeler@owenscorning.com
i
"Quality Assurance Representative -
Address/Phone/Email.
Category Roofing
Subcategory. Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida
Professional Engineer
Q Evaluation Report,Hardcopy Received �I
Florida.Engineer or Architect Name who developed Zachary R. Priest !I
-the Evaluation Report
Florida License PE-74021
Quality.Assurance'Entlty UL LLC
Quality Assurance Contract Expiration Date 12/31/2020
Validated By ' Locke Bowden P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence EU6638 R2 COI OCR 13001 7 2017 FBC Evaluation Reoor Shingles
fl01-1-PIdf
.Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified.By
Sections from the Code
1507.2.5
1507.2.7.1
.Method Z Option 8
Product Approval Method
09/30/2017.
pate"Submtked 10iO3/2017
Date Validated 10/04/2017
Date Pending FBC Approval 12i.L2i2019
Date Approved: .. .
i'
summar of Products
FL Model,Number or Name.
Description
16638.1' SUPREME&CLASSIC AC438 3-tab asphalt shingles
Limits of Use. installation Instructions
Approved for use In riVliZ:No' )t 1_6,6 $ R� 11 .CRj3001 Z ZO1_7 F,B aluatiotl R or
':Approved for use outside riVHZ:Yes Shinoies By:z df
impact Resistant:N/A ' Verified By;Zachary R.Priest 74021
Design,Pressure:N/A hird P es
Created by Independent 7 arty:Y
Other:'See'evatuation report.for limits of use. Evaluation Reports
FL4� __R2 AB.? S?9 ,2P.�LE _Ev.�lu��lagLt�pt
�hinales'finat Ddf
Created by independent Third Party:Yes
Contact Us:;2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The Slate of Florida Is an AA/EEO employee,Cgpyiinht 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 a-mall address released In response to a public-records request;do not send electronic
mall 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 emaiis
provided may be used for official commupicatioti 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 ire a licensee under Chapter 455,F.S.,please click here.
. product Approval Accepts:
MCC won
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'�if8 {1eIr
.. tGati:
4
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i
Certificate of Authorization No.29$24
U � 17520 Edinburgh Dr
ff REETampa,FL 33 ,47
{813)480-3421
"j"EcHNICAL SERVICE, LLC
FLORIDA BUILDING CODE,6TH EDITION(2017)
. .EVALUATION REPORT
Manufacturer: OWENS'CORNING ROOFING AND ASPHALT LLC
issued September 30, 2017
1 OwensCorning Parkway
Toledo,OH.43657
(800)'438-7465 l
www owenscornina.com
Manufacturing Plants: Atlanta,GA
Compton,'CA
Denver,CO
Irving,TX �.
Kearny,NJ -
Medina,OH
Memphis,TN.
Portland,OR
Summit, IL..
Quality Assurance: UL LLC(QUA9625)
SCOPE -
Category: Roofing
Asphalt Shingles
Subcategory: p 1507.2.7.1
Code Sections: 1507.2.5,
Piropertles: Physical properties,Wind Resistance
REFERENCES'•
Report No. .. . Standard Year
13NK05962. ASTM D.3462. 2010A
UL LLC.(TST962#3) 13NK05962 ASTM D 3161 2016:
ul LLC(TST9628). 13NK06962 ASTM D 7158 2011'
UL LLC(TST9628) 13NK05962 TAS 100 1995
UL LLC(TST9628)
UL LLC(TST9628) 13NK05962 ASTM G155 2005a
UL LLC(TST9628)' 13NK05962 AC438. 2011 i
PRODUCT DESCRIPTION AND APPLICATION
SUPREME@& ASTM D 31.61, Class F & ASTM D 7158, Class,H fiberglass reinforced, 3-tab asphalt y
CLASSICOR roof shingie.: Unless otherwise notedi the following application details shall be followed
far New and Existing construction.
Basic Wind Speed: Max. 194 mph
Deck(Non-HVHZ): In accordance with FBG requirements;
Soiidiy sheathed min. 15/32 in. plywood or woad plank for
new construction;Min.7/16 in.OSB,existing construction.
Underiayment: in accordance with FBC and manufacturer's requirements.
Min.slope: 2:12 and in accordance with FBG requirements. Contact I
the OWENS CORNING when installing at slope greater
than 2:12.
Installation: installed with 5 in. exposure in accordance with _FBC
requirements and manufacturer's -published installation }
Instructions. Nailing requirements are.detailed below.in
Figures 1 &2. 1
00R33001.2 FL 16638-R2 Page 1 of 3
3
'This evaluation report Is provided for State of Florida product approval under Rule 61G20-3: The manufacturer shall notify CREEK
Technicai.Services,LLC of any:product changes or quality assurance changes,throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation;recommended use,or other product attributes that are not
specifically addressed herein.
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Ft9uCe2. SU6IRA paltern
the scope.of.thts e. ... +.
rtOtIs:. vNZ: ned,byF�
itMttA notwithla the N. g desig
t for rase in. .
tlasstticatto�t t ort is n° " attachment 5ha11 b
tton feP. deck riding and to aCCOrdanCBwafltteSh�min!
.this evalua k:aad the roof cla .
21 T.he roof`de dor comp°Heats and y free from`any irreg mE11t a ' m�
3� clean,dr , and Har to underlay
established all be'
Oeckaubstrates sh rotrusion and corrected p.
�� checked for pro ;n "at the eave.in horizonial layers s fas eS�g:.
shall be
Sh�n9les,shalt be:installed sta, g 1 rs 'na�S
5} :•deck.- v
Installation of the:evaluated products:Shalt Comply.With 66 reportsh, f h the
6). debt it"shall pretva 110 ,in5truclioftS: ,Where d►SCrepancieS"exist betwee+ d water f .dEck
tela rp
7} :Ali products listed 1 thls.report shall be manufactured under a quality any
Rule 61G,20
6cR13001.2 Fl 16638.R2
ray
:This,eyatuation report is provided forStafe of Florida product
i eehnicai Sen++ces;LLC of any prods t ranges or approvai under
This evatu.at+on report does.not express fm 1 quality assurance Rule 61 20.
specifically addressed herein. :i P Y" ►ranfy,tnSfalJationhaECo lhrottghOUl
mended use; 7/,
i
OWENS CORNING ROOFING AND ASPHALT LLC
1+� `
..CREEK Asphalt Shingles
TECHNICAL,SERVICIFS,LLC
COMPLIANCE STATEMENT
The products evaluated herein.by-Zachary R. Priest, P.E. have demonstrated compliance with the Florida.Building
Code', 61h.Edifion(2017)as.evidenced in the referenced documents submitted by the named manufacturer.
,,.. R. ph''•, , 2017.09.30
IV
4 �
No 74021 = 1.5.36.37
_OWeY.Y+,E.S1„iSIRPt1,tl...
:'a" '04'00'
>� STATE OF ZU
*Q
A,� Zachary R. Priest,P.E.Florida Registration No.74021
I;
g nizatio
On No.ANE9641-
ti►tttt++
I .
ICERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have;nor will It acquire,a financial Interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,:operated,or controlled byany companymanufacturing or distributing products under
this.ebaluation.
Zachary R: Priest,.P:E. does not have,nor will acquire;.a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have;.nor will acquire,a financial Interest in any other entity Involved in the approval process of the
product.
I
_ I
j
END OF REPORT
=13001,2 - FLY6638-R2 Page 3 of 3 l
.Thls'evaluation report is'provided for State of Florida product approval.under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services; LLC of any.product changes or.quality assurance changes throughout the duratiori for which this report is valid.
This evaluation report'does not express nor imply warranty,'installation, recommended,use, or other product attributes that are not
specifically addressed herein.
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'.BC15 Home .f Log In P j User Registration 'Hot Topica ( Submit Surcharge ( Stats&Facts ( Publications ( Contact Us BC1S SI[eMap ( Links ( Search f.
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�ti�lµd t�•ku°i-a ..
-product ppnpB!al Menu>Pmdpct or'Apolication Search>epnilcation List>Application Detali
FL# FL10626-R13
Application Type Revision
Code Version 2017 I
i
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany,N]07054 -
(800)766-3411
mstleh@gaf.com
Authorized Signature Robert Nieminen
lindar@nemoetc.com
Technical Representative William Broussard
I
Address/Phone/Email 1 Campus Drive
Parsippany,Nl 07054
(800)766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative',
' Address/Phone/Email"
Category Roofing
1 Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
10 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'pate 05/19/2020
Validated By John W.Knezevich,PE
L Validation Checklist-Hardcopy Received
Certificate of Inde endence FL,10626 13 CO 20
p g 17 .01 COI Nieminen.odf,
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D6164 .2011
ASTM D6757 2016
FM 4474 2011 .
FRSA/TRI April 2012(04-12) 2012"
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/22/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved .. . 12/12/2017
Date Revised 06/05/2018
SummarV 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 Ft IQ626 R13_11 ,2017 09 FINAL ER GAF UNDERt AYMENTS FL10626-
Approved for use outside HVHZ:Yes R23,ndf
!. Impact Resistant:N/A Verified By: Robert Niemien 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 underiayment Ft 10626 R13 AE 2017 09 FINAL ER GAF UNDERLAYMENTS FL20626-
system for use under foam-on tile systems.,Refer Rdf
13.o
to ER Section 5.6.4 for details.2.)Refer to ER Created by Independent Third Party:Yes
Section.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.Copvrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,.emall 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 witb'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 ere_';
Product Approval Accepts:
I . .
f�
Sf
iEXTERIOR RESEARCH&DESIGN,.LLC..
I Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
ERD" OXFORD,CT 06478
1 (203)262-9245
EVALUATION REPORT
GAF Evaluation Report 01506.04.08-1113
Kampus.'Drive FL10626-1113
Parsippany, NJ 07054 Date of Issuance:04/25/2008
(800)7.66-3411:. Revision 13:09/22/2017
SCOPE:
This Evaluation Report is Issued,.under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by'Robert Nieminen,
P.E..for. use of the product under the Florida Building Cade and Florida Building Code, Residential Volume. The.
products described herein have been evaluated for compliance with the 6th Edition (2017) FloridaBuilding 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 isvaliduntil 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 l 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 thejob site at the request of the Building Official.
This.Evaluation Report consists of pages 1 through 9.
Prepared by:
uytintlrit, r-�
• it�'�P1'tiy51 a��'rii"M -
b :3
o b
Robert J.M. Nieminen;P.E. ;�ar5; ha ':U�� The facsimile seal appearing was authorized by Robert Nleminen,
. , � ?,.:�_ ,
fr�+sti„ �,,.�„ P.E.on 09J22J2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 t.�,�.ONt �,.`•- document.signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
I 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.
2c" 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.
r
1[ L ERD
ROOFIN(a COMPONENT EVALUATION:
1:• SCOPE:.
Product Category: Roofing
Sub-Category: Underlayment
Compliance:Statement:" GAF Roof-Underlayments; as produced by GAF, have demonstrated compliance with the
followingsections of the.Florida. Building Cade 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
15Q4.3:1 Wind Uplift FM 4474 2011
i 1507.2.3/1507:1.1- Physical Properties ASTM D6757 2016
1507.2.4 J 1501.1.1,1507,2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical properties FRSA/TRI April 2012(04-12) 2012
1507.11.2 Physical Properties ASTM D6164 2011
1523.6.5.2.1 Physical Properties TAS 203 1995
3. '. REFERENCES:
Entity Examination Reference Date
ERD(TST 6049). FRSA/TRI April 2012(Slippage). G34150.08.11 11/14/2011
ERD(TST 6049) ASTM D6164 640630.01.14-2B 01/07/2014
ERD(TST 6049) ASTM D6164 646160.09.14-3A 09/09/2014
ERD(TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017
ERD(TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017
PRI(TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002
PRI(TST 5878) ASTM D1970 GAF-027-02-01 . 03/26/2002
PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005
PRI,(TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010
PRI(TST 5878) , ASTM D1970 GAF-275-02-01 11/11/2010
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
,UL(TST 1740)., Physicai.properties 02NK22569 06/04/2002
U L(TST 1740) ,, - ASTM D6757, 1ONK11990 05/18/2011
Miami-Dade(M.1592) . HVHZ compliance 14-0915.02 09/10/2015
Miami-Dade(CER 1592) HVHZ compliance 16-1216A2 02/02/2017 "
ICC-ES(EVL2396,) IBC compliance ESR-1322 01/01/2017
UL,LLC.(QUA.9625) Quality Control inspect,File R10689(NC) 06/28/2017
UL,LLC.(QUA 9625)_ Quality Control Inspect,File R10689(GA) 05/19/2016
UL,LLC.(QUA 9625) Quality Control Inspect,File R10689(IN) 06/14/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 LlbertyT SBS Self-Adhering Base/Ply Sheet is a smooth-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen roof underlayment;meets ASTM D1970. j
4.1.2 StormGuard° Film Surfaced Leak Barrier is a film-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen roof underlayment;meets ASTM D2970. StormGuard®Film Surfaced Leak Barrier is also
used as a secondary water barrier to seal roof decks.
4.1:3 . . UnderRoof"" HT.High Temperature Leak Barrier is a polyester-mat-surfaced, fiberglass-reinforced, self-
adhering 58S modified bitumen roof underlayment;meets ASTM D1970.
Exterior Research and Design,LLC, Evaluation Report 01506.04.08-Ri3'
Certificate ofAuthorhation#9503" 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-1113
GAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017
Page 2 of 9
I
P I ERD
4.1.4" WeatherWatch®.Mineral Surfaced Leak Barrier is a mineral-surfaced, fiberglass-reinforced, self-adhering
SBS modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch® Mineral Surfaced Leak'
Barrier is also used as a secondary water barrier to seal roof decks.
4.1:5 WeatherWatch° XT Mat Surfaced Leak Barrier is a coated-mat-surfaced, fiberglass-reinforced, self-
adhering SBS modified bitumen roof underiayment; meets ASTM D1970.
Ii 4.2 .Mechanically Fastened..Underlayments:
4.2.1 VersaShield I Fire.;Resistant Roof Deck Protection is a non-asphaltic, fiberglass-based roof underlayment
and/or fire barrier;meets physical requirements of ASTM D6757.
I 4.3 Asphalt-Applied Underlavments:
4.3.1 Ruberoid° Mop Granule is a. granule-surfaced, polyester-reinforced; asphalt-applied SBS modified
bitumen roof underlayment; meets ASTM D6164.
4.3.2 Ruberoid° Mop..Granule"FR is"a granule-surfaced, polyester-reinforced, asphalt-applied SBS modified
bitumenroof underiayment;meets ASTM D6164.
5: : LIMITATIONS:
5,1 This is a building code evaluation. Neither TrinityERD nor Robert Nieminen, P.E. are, in any way, the i
i Designer of Record Jor 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,Re port is not for use in FBC HVHZ jurisdictions.
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 maybe 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:.
zo
'I F
' TABLE . ROOF COVER OPTIONSF v
Asphalt Foam On Wood Slate or
As
Underlayment Nail-On Tile Metal Shakes&. Simulated.
Ii Shingles Tile
Shingles Slate
VersaShieid®Fire-Resistant
'Roof Deck Protection Yes No No No Na Na
Liberty11 SBS Self-Adhering. Yes No No No No No
Base/Ply Sheet
StormGuard°Film Surfaced Yes Na Na Yes No No
Leak Barrier'
UnderRoof`1 HT High Yes No No Yes No Na
Temperature Leak Barrier
WeatherWatch"Mineral Yes No No No No No
Surfaced Leak Barrier
WeatherWatch°XT Mat yes Na No No No No
Surfaced Leak Barrier"
Ruberoid°Mop Granule Yes Yes Yes No Yes Yes
See 5.5.1
Yes
Ruberoid®Mop Granule FR Yes Yes 5.1 No Yes Yes
See 5.
Exterior Research and Design,I.I.C. Evaluation Report 01506.04.08-1113
Certijlc6te ojAuthorization 119503 e"EDITION 120171 FBC NON-HVH2 EVALUATION FL30626-1113
GAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017
Page 3 of 9
PT�iNITYI ERS
5.5.1 "Foam=On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations..
1
k H., . . :'.r... .3TABli 1A,tfoWgiLE TILi At�tiSlVEejU�VaI~EZIraYME(UT CoMtiAYio( 5
Adhesive Florida product Underlayments
Approval
Dow TileBond'" FL22525 RuberoidO Mop Granule;RuberoidO Map Granule FR
5.6 Allowable Substrates! .
5.6.1 Direct-Bond to Deck:
✓: LibertyT" SBS Self-Adhering Base/Ply Sheet; StormGuarde` Film Surfaced Leak Barrier; UnderRoof" HT
High Temperature Leak Barrier; WeatherWatchO Mineral Surfaced Leak Barrier and WeatherWatch)
XT Mat Surfaced Leak Barrier self-adhered.•to new untreated plywood or existing untreated ASTM D41
primed plywood.
✓ RuberoidO Mop Granule and"Ruberoid® Mop Granule FR in hot asphalt-to.A5TM D41 primed structural
concrete.
5.6.2 Bond to Mechanically Attached Base Layer:
✓ 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 self-adhered to ASTM D226,Type 11 felt
✓
RuberoidO,Mop Granule and Ruberoid®Mop Granule FR in hot asphalt to GAFGLAS®#80 Ultima"Base
Sheet or Ruberold®20 Smooth.
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 or mortar-set.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 or mortar-set 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.
.#1 Maximum Design Pressure=-45.psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS®#80 Ultima'" Base Sheet or RuberoidO 20 Smooth mechanically attached with 12
ga.,min. 1.25-inch long ring shank nailsAhrough 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: RuberoidO Mop Granule or RuberoidO Map Granule FR applied in full mopping of ASTM
D312,Type IV hot asphalt at 20 to 25 lbs/square.
Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance
Performance.
Exterior Research and.Design,LLC. Evaluation Report 01506.04.08-1113
Certificate of Authorization#9503.' 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL10626-1113
GAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017,
Page 4 of 9
k
' TRI 'SII 0 1 I ERR ,
#2 .Maximum Design Pressure=45 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
_ Jurisdiction.
Base Layer: GAFGLAS11#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: RuberoidO Mop Granule or Ruberold° Mop Granule FR applied in full mopping of ASTM
D312,Type IV hot asphalt at 20 to 25 lbs/square.
#3, Maximum Design Pressure=-442.5psf,
Deck: '.Min. 2,500-psi structural concrete to meet project_requirements to satisfaction of Authority i
Having Jurisdiction
Base Layer: GAFGLAS #75 Base Sheet, TO-Ply #75 Base Sheet,,GAFGLAS #80 Ultima Base Sheet;
GAFGLAS Ply 4,Tri-Ply Ply 4 or GAFGLAS FlexPly 6 applied in full mopping of ASTM D312, C
Type IV hot asphalt at 20 to 25 lbs/square.
Top Layer: Ruberoid Mop Granule or RuberoidO Mop Granule FR applied in full mopping of ASTM
D312,Type IV hot asphalt at 20 to 25 Ibs/square.
5:6.4.1, For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012-(0412),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609, In this case, 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 ANSI/SPRi WD1, FM Loss Prevention Data,Sheet 1-29 and Roofing
Application Standard RAS 117. 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:
Liberty'" SBS Self-Adhering Base/Ply Sheet;StormGuard" Film Surfaced Leak Barrier, UnderRoofl HT High
Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatchO XT Mat
Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation.
.VersaShield° Fire-Resistant Roof Deck Protection,RuberoidOMop Granule and Ruberoid®Map Granule FR
shall not be left exposed for longer than 180-days after installation.`
'5.8: Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12))_
When loading roof tiles on the underiayment in direct-deck tile•assemblies,the maximum roof slope shall
be as follows: These slope limitations can only be exceeded by using battensduring loading of the roof
tiles.
TABLE ZS`TILE SLIPPAGE LIMIAT{oN5Of3 DII�E7Di CJ(TILE INSfALATIONS „;
Underlayment -Tile Profile Staging Method Maximum
Slope
f Flat Max.10-tile stack 4:12 i
Ruberoid°Mop Granule Flat Max.6-tile stack(4 over 2) 5:12
Lugged Max.10-tile stack 5:12
Flat or Lugged Max.6-tile stack(4 over 2) 5.12
Ruberoid®Mop Granule FR
Lugged Max.10-tile stack 4:12
Exterior Research and Design,LLC. Evaluation Report 01S06;04.08,R13-
Certificate of Authorization#9503 6?"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R13
CAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017
Page 5 of 9
I
`�JTRINITYIERD
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 UersaSh`teld�Fir'e4ResiStant RbDf Deck PfoteCt)oilx r `
6.5.1 Shall be installed in compliance with the codified requirements for ASTM.D6757'underlayment in FBC
Table.1507.1.1 for the type of prepared roof covering to be installed. 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 m HT'High Temperature
Leah Barrier; WeatherWatchO Mineral Surfaced or WeatherWatchO 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 underiayment. Along the rake, install the
underiayment, leaving 6 to 8-inch of the. deck exposed,. and then install the leak barrier over the
underiayment and exposed'decking.'At other areas,install the leak barrier over the underiayment.
6.6 ��, Llliertyj^'5BS Self Adhering aseet
6:6.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC
Table 1507.1.1 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. Non-Tile Applications:
Shall be fully self-adhered to the substrates noted in Section 5.6. 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:
I
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. Rol) 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 24nch 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-
daps., 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.
Exterior Research and Design,I.I.C. Evaluation Report 01506.04.08-1113
Certificate ofAuthorhation#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-1113
OAF Roof Underlayments;(800)766-3411 Revision 13:09/Z2/2017,
Page 6 of 9
J�RINITYIERD
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6.7.1 Shail.be installed in compliance with thecodified re uirements for
q ASTM D1970 underlayment`in FBC.
Table 1507.1.11"for the type of,prepared roof covering to be installed,
6.7.2 Back-naiEing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"
o.c.within 3-inch side laps. i
6.7.3 Non-Tile Applications: 1
Shall be fully self-adhered to the substrates noted in Section 5.6. 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 foldthe 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.
,��,UnderRoaf'"��Hl`�lllghtT,emperatltre leak Bawler x �3 ��� �� �� � �•�,r
6:8:1 ' Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC
Table 1507.1:1 for the type of prepared roof covering to be installed.
6.8.2 'The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back-nailing is required when i
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 Non-Tile Applications:
Shall be fully self-adhered to the substrates noted in.Section 5.6. .Prior to removal of release film, align
sheets properly starting at the IOW-Point of the roof (eave) with the selvage. edge upslope and for i
minimum 2-inch overhang at eaves and rakes, Remove the`Iower 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 tap piece i
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 TopCaat® FlexSeallm 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.
I
Exterior Research and Design,LLC. Evaluation Report 01506.04.08-R23
Certificate of Authorization 119503 6'"EDITION(2017)FRC NON-HVHZ EVALUATION F1.10626-1113
CAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017
Page 7 of 9
QTRI I ERR
X6:9 ,,,WeatherWatch°Mineral Surfaced Leak Barmier oiWeatherW'�tch°XT Met SurfiacedLeak Barrier
6.9.1 Shall be installed incompliance with-the codified requirements for ASTM D1970 underlayment in FBC `
Table 1507.1.1 for the type of prepared roof covering to be installed.
6.9.2- WeatherWatchO 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.
6.9.3 Back-nailing is required..Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"
o.c.within 4-i6ch side laps.
6.9.4 Non-Tile Applications:
Shall be fully,self-adhered.to the substrates.noted in Section 5.6. 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 1/871nch troweling of Matrix'"' 201 Premium SBS Flashing Cement over drip
edge. i
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.
0,1
;Ruberoid°IVlop granule; RUbeold°Mop Granule FR'
a, .. �. .4..,._.n .. s ,
6.10.1 Rubero(d° Mop.Granule or Ruberoid° Mop Granule FR shall be installed in compliance with current GAF
published installation requirements.
6.10.2 For use-in the applications, Ruberoid° Mop.Granule or Ruberoid° Mop Granule FR are-for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from
FRSA/TRI April 2012 (04-12) beneathmechanically fastened the roof systems or the Hot Asphalt applied
"Cap Sheet" in the"Two Ply System"from FRSA/TRi April 2012(04-12)beneath mechanically fastened or
adhered the roof systems.
6:10.3 Fully adhere in ASTM D312,.Type EV hot-asphalt to the substrates noted in Section 5.6. 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.
6:10.4 Consult GAF instructions regarding back-nailing requirements.
6.11 • Tile Staging(Ruberoid°Mop Granule;Ruberoid®Mop Granule FR):
6.11.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. Refer to Table 2 herein,and GAF published requirements for the staging.
6.11.2 Battens anWor Counter-battens, as required by the the 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 nail-boards, to prevent tile,sliding and/or damage to the underlayment during the loading
process.
Exterior.Research and Design,I.I.C. Evaluation Report 01506.04.08-R13
Certificate of Authorization#9503 6T"EDITIO.N(2017)FRC NON-HVH2 EVALUATION F1.10626-1113
OAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017
Page 8 of 9
Ihl I ERCP
l
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. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant ,s , .. . .' Sascifi�ation „ ,N Producti E, x
f
Conover,NC . ASTM D6757 VersaShield°Fire-Resistant Roof Deck Protection I
Mt.Vernon,IN ASTM D1970 Libertrm SBS Self-Adhering Base/Ply Sheet;"StormGuardO Film Surfaced Leak
Barrien WeatherWatch°Mineral Surfaced Leak Barrier
i
North Branch,NJ ASTM D1970 UnderRoof'"HT High Temperature Leak Barrier;WeatherWatch®Mineral
Surfaced Leak Barrier;WeatherWatch®XT Mat Surfaced Leak Barrier
Savannah,GA. ASTM D1970 StormGuard®Film Surfaced Leak Barrier;WeatherWatch°Mineral Surfaced
Leak Barrier
ASTM D6164 RuberoidO Mop Granule;Ruberoid°Mop Granule FR
9. QUALITY ASSURANCE ENTITY:
'. UL,LLC.-QUA9625;(847)664-3281
-END OF EVALUATION REPORT-
1 -
I
Exterior Research and Design,LLC. Evaluation Report 01506.04.08-1113 .
Certificate of Authorization#9503 6T"EDITION(2017)F8C NON-HVHZ EVALUATION FL10626-R13
GAF Roof Underlayments;(800)766-3411 Revision 13:09/22/2017
Page 9 of 9
I:
Opti on B
"Product Approval Method Method 2 O P
Date Submitted 09130/2017,
Date Validated 10/03/2017
Date Pending FBC-Approval 10/04/2017
Date Appmed 12/12/2017
Summary of Products 1:
FL# Model,Number or Name. Description
I
1663B.1' SUPREME&CLASSIC AC438 3-tab asphalt shingles I�
Limits of Use Installation Instructions lI
Approved for use In HVHZ:No FL16638 R2 II OCRI3001 2 2017 FBC Evaluation R or
"Approved for use outside HVHZ:Yes Shingles final,pdf
Impact Resistant:N/A Verified By: Zachary R. Priest 74021 i
Design Pressure: N/A Created by Independent Third-Party:Yes
Other:'See evaluation report for Iimlts of use. Evaluation Reports
F�.k56 > _R2 AE_48. 399..,2- UZ_F4 _EY�ul�f �.n R .Par�.=
Shingles final.pdf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-1624
.. The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida::;Privacv Statement::Accesslblllty Statement n 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), -
Florida Statutes,effective October 1,2012,. licensees Ilcensed 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 Departmentwith 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:
I
I
1
-
OWENS CORNING ROOFING AND ASPHALT LLC
-fir Rte" j� Asphalt Shingles
,.' CII ll�.t Y 9
:3
.-,TECHNICAL LLC
36' _
Min::12 garcnnoslnn:fo"sfstant roafiny,nall '{
Wth;rain::318"diarneter head f'
1M t°
cpnf9nuous,factorymappilad fab sealant'
6 5f8' 6"
i
i
Figure 1. SUPREME@ and CLASSICO ; \
4 Nail Pattern
a6,,.
h1th 12;y c9rrdstori uslstentrddfirig:rit�if
l 2".Q tvllh md'1J8.�amter Bead 1"
Contipuous.la tpry app feet:toG:seataitt
__._._o G O
Figure 2.'SUPREME@and CLASSICO''
:6 Nall Pattern
LIMITATIONS'
1)` `Fire Classificatlon is not within the"scope.of this evaluation..
2) This evaluation'report is`not_for-use in.the HVHZ.
.3). The'roof'deck.and the roof deck attachment shall be.designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
,4) ":Deck substrates shall tie clean,'dry, and free from any irregularities and debris.. All fasteners in the deck
shall be,checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be.installed starting-at the eave.in horizontal layers such that the laps shed Water from the
-deck."
6) Installation of the evaluated products.shall comply.with this report,' the FBC, arid.the manufacturer's
published application instructions. Where discrepancies'exist between these sources, the more restrictive
detail.shall prevail.'. "
7) All products listed in this-report shall be manufactured under a quality assurance program In compiiance.with.
Rule 61 G20-3.
0CR13001.2 FL 16638-R2 Page 2 of 3
This.evaluation report is provided far State of,Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
71
Technical Services;LLC of any product changes or quality.assurance changes throughout the duration for which this report is volt{.
This evaluation report does.not express nor imply.warranty, installation,recommended use, or other product attributes that are not_.,
specifically addressed herein..