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FL# FL10124-R19
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
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
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/03/2018
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen:Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
TAS 107 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/26/2016
Date Validated 08/26/2016
Date Pending FBC Approval 08/30/2016
Date Approved 10/13/2016 d
Summary of Products
FL# Model,Number or Name Description
10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab,laminated,5-tab and hip/ridge
asphalt shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10124 R19 II 2016 08 FINAL:ER GAF Asohalt
Approved for use outside HVHZ:Yes Shingles FL10124-R19.odf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
r Design Pressure:N/A Created by Independent Third Party:Yes
Other:Refer to ER,Section 5. Evaluation Reports
FL10124 R19 AE 2016 08 FINAL ER GAF Asohalt
Shingles F1_10124-R19.Ddf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida taw,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:
O ® cchctk
"CredSit"Cardin
• afe
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
UNIT#13
VTRINI-ry ERD 353 CHRISTIAOXFORD,�CT 6478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1121
1 Campus Drive FL10124-1119
Parsippany, NJ 07054 Date of Issuance:01/03/2008
Revision 21:08/26/2016
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 5`h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityi 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 6.
Prepared by:
A Or
y. cam=
Robert J.M. Nieminen,P.E. S�'^� iG; The facsimile seal appearing was authorized by Robert Nieminen,
.!j 1�11�gst - P.E.on 08/26/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 4r'' document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. 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 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.
TRINITY f ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,R905.2.3 Physical Properties ASTM D1970 2009
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Entity Examination Reference Date
GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR 01/13/2012
PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011
PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013
UL(TST 1740) ASTM D3462 93NK6295 11/29/1993
UL(TST 1740) ASTM D3462 99NK43835 01/12/2000
UL(TST 1740) TAS 107 94NK9632 03/29/2000
UL(TST 1740) ASTM D3462 01NK06632 02/02/2001
UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001
UL(TST 1740) ASTM D3161 01NK37122 12/18/2001
UL(TST 1740) ASTM D3462 OINK37122 12/19/2001
UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002
UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002
UL(TST 1740) ASTM D3161 03CA5367 03/11/2003
UL(TST 1740) ASTM D3462 03NK26444 10/17/2003
UL(TST 1740) ASTM D3462 04NK13850 06/07/2004
UL(TST 1740) ASTM D3161 04NK13850 06/23/2004
UL(TST 1740) ASTM D3161 04NK30546 03/10/2005
UL(TST 1740) ASTM D3462 04NK22009 05/06/2005
UL(TST 1740) ASTM D3161 04NK22009 05/09/2005
UL(TST 1740) ASTM D3462 05NK27924 02/10/2006
UL(TST 1740) ASTM D3161 05NK27924 02/11/2006
UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006
UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006
UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006
UL(TST 1740) ASTM D3462 06CA31603 12/01/2006
UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006
UL(TST 1740) ASTM D3161 07NK05228 03/13/2007
UL(TST 1740) ASTM D3161 06CA31611 04/04/2007
UL(TST 1740) ASTM D3161 06CA61148 04/09/2007
UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007
UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008
UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-1121
Certificate of Authorization#9503 F1.10124-1119
Revision 21:08/26/2016
Page 2 of 6
TRINITY I ERD
Entity Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009
UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010
UL(TST 1740) ASTM D3462 IOCA07264 05/27/2010
UL(TST 1740) ASTM D3462 1OCA11953 10/29/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010
UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 1OCA53934 03/31/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011
UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013
UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013
UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013
UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 12/28/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,1121,Myerstown,PA 02/23/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 02/26/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 03/02/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 02/18/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 02/24/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 02/09/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report;R21,Mt.Vernon,IN 02/09/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 03/01/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 02/29/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 02/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 02/03/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 03/03/2016
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot® II, Fortitude TM, Glenwood T14, Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShield TM, Monaco®,' Sienna®, Timberline° AmericanHarvest®, Timberline®
ArmorShieldTM II,Timberline° Natural Shadow°,Timberline HD®,Timberline® Cool Series®,Timberline Ultra
HD®and Woodland®are fiberglass reinforced,laminated asphalt roof shingles.
4.1.3 Slateline®is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip&Ridge Shingles:
4.2.1 -Seal-A-Ridge® Ridge Cap Shingles, Seal-A-Ridge® IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridge®
ArmorShieldT"" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21
I Certificate of Authorization#9503 FL10124-R19
Revision 21:08/26/2016
Page 3 of 6
TRINITY ER®
4.3 Accessory Starter Strips:
4.3.1 Pro-Start® Eave/Rake Starter Strip Shingles and WeatherBlockerrm Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen starter strip, nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatchTM Sharter Strip Shingles are color-coordinated starter strips for use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatchTM are installed as the second starter for Grand
Canyon®and Grand Sequoia®series installations.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vasd= 150 mph (Vuit= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to
Vasa=150 mph (V.it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
mean roof height of 60 feet or less. Calculations by a qualified design professional are required for
conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be
Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel &Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield,and
Woodland require minimum five(5) nails per shingle.
➢ Slateline requires minimum six(6)nails per shingle.
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-1121
Certificate of Authorization#9503 FL10124-1119
Revision 21:08/26/2016
Page 4 of 6
TRINITY I ERD
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but'not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the shingle manufacturer for details.
6.4 Hip&Ridge Shingles:
6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles,Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles and Seal-
A-Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions
with a minimum two(2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL S30 Roof&Flashing Sealant".
11.57 Sealant
1" (292 mm) Sellante
(25:mm) (2I/Enduit d'etancheite
m l 12"
(305 mm)
Nail
Claw.
6 518'-7 5/8' Clduer
(.168-194 nim)
1 I
12"
(305.mm),
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current
published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and
beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
- 11.51 setale►t1
1• (2�min). 1'c �6nllanl0
(23 rmri) (25 rnn Gnduit d'ht.ncttc•:td
Wr
i�"auor (305 mrn)
s�
(220 MM)
x335 rwv.)
6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21
Certificate of Authorization#9503 I FL10124-R19
Revision 21:08/26/2016
Page 5 of 6
Q 0
TRINITY ERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product. .
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(847)664-3281
END OF EVALUATION REPORT-
Exterior
EPORT-Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1121
Certificate of Authorization 119503 FL10124-1119
Revision 21:08/26/2016
Page 6 of 6
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
TRINI"i'Y ERp OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Soprema, Inc. Evaluation Report 518010.06.09-113
1640 rue Haggerty I FL2569-R5
Drummondville, Quebec 32C 5P8 Date of Issuance: 06/15/2009
Canada Revision 3: 06/16/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-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 Nleminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Each unit shall bear labeling 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 change's, 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. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report'Cis displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at� the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 7.
Prepared by:
} The facsimile seal appearing was authorized
9S f.«•=pp^.rte by Robert Nleminen,P.E.on 06/16/2012
Robert J.M. Nieminen, P.E. o ::r�,=:" fa This does not serve as an electronically signed
%1;�Fs•;C _, document. Signed,sealed hardcopies have been
Florida Registration No. 59166, Florida DCA ANE1983 Y:',���'JN�Li�`h transmitted,to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE: i,
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. TrinitylERD 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
1\J
TRINrryJ ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated
compliance with the following sections of the Florida Building Code through testing in accordance with
the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1507.2.4, 1507.2.9.2, . Physical Properties ASTM D1970 2001
1507.5.3
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
1523.6.5.2.17.3 Tensile Adhesion ASTM D1623 2009
TAS 110 Accelerated Weathering TAS 110 2000
1507.3.3 Installation Practice FRSA/TRI 07320 2005
3. REFERENCES:
Entity Examination Reference Date
ERD (TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD (TST6049) Physical Properties 2757.02.05 02/03/2005
ERD (TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD (TST6049) Wind Resistance 2779.11.05-R1 04/18/2007
ERD (TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007
ERD (TST6049) ASTM D1970/TAS 110 S13190.02.09-R1 04/01/2010
ERD (TST6049) ASTM D1970/TAS 110 S31370.03.10-1-Ri 04/07/2010
ERD (TST6049) Physical Properties/Tensile Adhesion S11150.05.10-Ri 09/09/2010
ERD (TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 10/05/2010
ERD (TST6049) ASTM D1970 S37210.11.11 11/09/2011
M-D (CER1592) HVHZ Compliance 09-1005.02 11/04/2010
M-D (CER1592) HVHZ Compliance 10-1118.04 02/17/2011
ICC-ES (EVL2396) 2006 IBC Compliance ESR-1524 03/01/2011
UL, LLC (QUA9625) Quality Control Service Confirmation Exp. 11/30/2014
4. PRODUCT DESCRIPTION:
4.1 LASTOBOND TU is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen
roof underlayment.
4.2 LASTOBOND SHIELD is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths; 36 and 45 inch.
4.3 LASTOBOND SHIELD HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS
modified bitumen roof underlayment.
4.4 LASTOBOND PRo HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen
roof underlayment available in two widths; 36 and 45 inch.
4.5 LASTOBOND PRo HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS
modified bitumen roof underlayment.
4.6 LASTOBOND 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment.
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4.7 LASTOBOND is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4.8 LASTOBOND ECO is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment.
4.9 REsisro ECONO is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment.
4.10 RESISTo LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment, with a 36-inch sheet width.
4.11 PRIMESOURCE GRIP-RITE EAVE &VALLEY PROTECTOR i5 a self-adhering, glass-mat reinforced, sand-
surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width.
4.12 ECOSTAR, LLC. GLACIER GUARD 100 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width.
4.13 RESIsro LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment, with a 44-inch sheet width.
4.14 COLPHENE FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified
bitumen roof underlayment.
4.15 UNILAY (E) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.3 Soprema 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 AH] for approval based on this evaluation combined with supporting data for the prepared
roof covering.
5.4 Allowable roof covers applied atop the underlayments are follows:
Table 1: Roof Cover Options
Underla ment Asphalt Nail-On Foam-On Wood Shakes
Y Shingles Tile Tile Metal &Shingles Slate
Lastobond TU Yes Yes No No Yes Yes
Lastobond Shield/Pro HT-N Yes No No No Yes Yes
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Lastobond Eco/Resisto Econo/
Resisto LB1236,Grip-Rite Eave& yes No No No Yes Yes
Valley Protector or Glacier Guard
100/Resisto LB1244
Cclphene FR GR Yes Yes Yes No Yes Yes
See 5.4.1
Yes Yes
Unilay(e) Yes Batten only See 5.4.1 No No No
5.4.1 "Foam-On Tile" is limited to use of Polyfoam PolyPro AH160 unless tensile adhesion / long term
aging data from an accredited testing laboratory is provided.
5.5 Allowable substrates are noted below:
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5.5.1 Direct-Bond to Deck:
Self-adhering membranes applied to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood;
ASTM D41 primed existing plywood; Southern Yellow Pine; ASTM D41 primed Southern
Yellow Pine; ASTM D41 primed structural concrete.
Note: While not required, Soprema recommends priming with Elastocol Stick or Elastocol 600c
if the final roof cover is not slated for installation within 24 hours.
5.5.2 Bond-to-Insulation:
Self-adhering membranes applied to:
➢ DensDeck DuraGuard; DensDeck Prime; SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be
attached per minimum requirements of the prepared roof covering manufacturer's Product
Approval. For installations under foam-on tile systems, insulation attachment shall be
designed by a qualified design professional and installed based on testing of the
insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114,
Appendix J.
5.5.3 Bond to Mechanically Attached Base Layer:
Self-adhering membranes applied to:
➢ ASTM D226, Type I or II felt; Sopra-G; Modified Sopra-G.
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 07320/8-05 or RAS 120.
5.5.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320
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 07320 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. Refer to FBC 1609.1.5 for determination of
design wind pressures.
5.5.4.1 Maximum Design Pressure = -45.0 nsf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) Elastocol Stick or Elastocol 600c
Underlayment: Colphene FR GR, self-adhered.
5.5.4.2 Maximum Design Pressure = -67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol 600c
Underlayment: Colphene FR GR, self-adhered.
5.5.4.3 Maximum Design Pressure = -60.0 osf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC
1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps
and 6-inch o.c. in three, equally spaced rows in the center of the sheet.
Underlayment: Colphene FR GR, self-adhered
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5.5.4.4 Maximum Design Pressure = -90.0 psf.
Deck: ' Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e) mechanically attached with Soprafix Polymer Batten Bar (PBB) or
Soprafix Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6-
inch o.c. within the 5-inch wide, self-adhering side laps. End laps are 6-inch
wide and sealed using either heat-welding or hot-air welding techniques.
5.6 Exposure Limitations:
5.6.1 Lastobond TU, Lastobond Shield, Lastobond Pro HT-N, Lastobond, Lastobond 195,Lastobond
Eco, Resisto Econo, Resisto LB1236, Grip-Rite Eave &Valley Protector or Glacier Guard 100 or
Resisto LB1244 shall not be left exposed for longer than 30-days after installation.
5.6.2 Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days
after installation.
5.6.3 Colphene FR GR or Unilay(e) shall not be left exposed for longer than 180-days after
installation.
5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief
titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of
02/14/2011"for limitations for self-adhering underlayments used;beneath tile roof systems.
Table 2:Tile System Options per FRSA/TRI 07320/8-05
Underlay
System Option Section Reference Product(s)
3.02A
1 Batten Modified Cap Sheet Unilay(e)
System One: only
Mechanically Fastened 5 3.02E Self-Adhered Lastobond TU, Colphene FR GR
Tile, Unsealed or Underlayment
Sealed Underlayment Base Layer:ASTM D226,Type II;
System No.30/Self-Adhered Sopra-G; Modified Sopra-G
6 3.02E Underlayment Top Layer: Lastobond TU,Colphene FR
GR
4 3.02D Self-Adhered Lastobond TU,Colphene FR GR
System Two: Underlayment
Mechanically Fastened Base Layer: ASTM D226,Type II;
Tile,Sealed No. 30/Self-Adhered Sopra-G; Modified Sopra-G
Underlayment System 5 3.02E Underlayment Top Layer: Lastobond TU,Colphene FR
GR
1 3.02A Modified Cap Sheet Unilay(e),
System Four"A": Self-Adhered
Adhesive-Set Tile, 4 3.02D Underlayment Colphene FR GR
Unsealed or Sealed Base Layer: ASTM D226,Type II;
Underlayment
Underlayment System 5 3.02E No. r /Self-Adhered Sopra-G;jModified Sopra-G
Underlayment
Top Layer: Colphene FR GR
System Four"B": 3 3.02C Self-Adhered Colphene FR GR
Adhesive-Set Tile, Underlayment
Sealed Underlayment No. 30/Self-Adhered Base Layer: ASTM D226,Type II;
System 4 3.02D Underlayment Sopra-G;(Modified Sopra-ra-G
Top Layer: Colphene FR GR
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6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema 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 with Elastocol Stick or Elastocol 600c (if applicable).
6.3 Lastobond TU, Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond, Lastobond 195, Lastobond Eco, Resisto Econo, Resisto LB1236, Grip-Rite
Eave &Valley Protector or Glacier Guard 100, Resisto LB1244 or Colphene FR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC
Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 For non-tile applications:
6.3.2.1 While priming is optional, Soprema recommends priming with Elastocol Stick or Elastocol
600c if the final roof cover is not slated for installation within 24 hours.
6.3.2.2 Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel
back the first 3 ft of release film.
6.3.2.3 Adhere the exposed part to the substrate and unroll the remaining membrane as far as
possible.
6.3.2.4 Once the entire length of membrane is in place, peel-off the release film diagonally while
holding the membrane tight. Firmly roll the membrane into place to achieve a bond.
6.3.2.5 Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams
should be 6-inches and staggered not less than 2-ft from vertical seams in the course below.
All over-granule end-laps shall be sealed using either heat-welding or hot air welding
techniques.
6.3.2.6 When installing at slopes above 8:12, back-nail in the overlap area at,the top of the sheet at
12-inch o.c.
6.3.2.7 For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper
and center sheet over valley or ridge. Drape and press sheet into place, working from the
center of the valley or ridge in each direction. For valleys, apply the sheet starting at the
lowest point and work upward.
6.3.3 For tile applications:
6.3.3.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein, using the instructions noted above as a guideline.
6.3.3.2 For Colphene FR GR in foam-on tile applications, 'reference is made to Section 5.5.4 herein
for wind resistance limitations.
6.3.3.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.4 Unilav(Ze):
6.4.1 For non-tile non-tile a�lications or nail-on, tile applications:
nail-on, battened tile a�lications:
6.4.1.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein.
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6.4.1.2 Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge
upslope, mechanically attach the 5-inch wide selvedge-edge to the wood deck with nails and
tin caps or round cap-nails spaced 36-inch o.c. Apply the second course in a water-shedding
manner with self-adhering side-laps. Vigorous hand or motorized roller pressure is applied to
the self-adhering laps to ensure a watertight application.
6.4.1.3 Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in
the course below. All over-granule end-laps shall be sealed using either heat-welding or hot
air welding techniques.
6.4.1.4 Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or
damage to the underlayment.
6.4.2: For foam-on tile applications:
6.4.2.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein.
6.4.2.2 Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge
upslope, mechanically attach the 5-inch wide selvedge-edge to the wood deck Soprafix
Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar (MBB) with Soprema #15-EL
fasteners spaced 6-inch o.c. Apply the second course in a water-shedding manner with self-
adhering side-laps. Vigorous hand or motorized roller pressure is applied to the self-
adhering laps to ensure a watertight application.
6.4.2.3 Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in
the course below. All over-granule end-laps shall be sealed using either heat-welding or hot
air welding techniques.
6.4.2.4 Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or
damage to the underlayment.
7. LABELING:
Each unit shall bear'a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 9N-3
QA requirements.
10. QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com
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