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pis FL# FL10124-R20
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived F
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 William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany,NJ 07054
'r- (800)766-3411
TechnicalQuestionsGAF@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
S_i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/20/2018
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL10124 R20 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
;. ASTM D1970 2015
ASTM D3161 2016
ASTM D3462 2010
-* ASTM D7158 2011
TAS 107 1995
Equivalence of Product Standards
Certified By
https://www.floddabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpylEO[vyCA°/p3dp/o3d 1/2
12/14/2017 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
is
Date Submitted 09/20/2017
Date Validated 09/27/2017
Date Pending FBC Approval 09/28/2017
Date Approved 12/12/2017
r Summa of Products
AFL# r Model,Number or Name, _ Description
3 ,
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 R20 II 2017 09 FINAL ER GAF Asphalt
Approved for use outside HVHZ:Yes Shinales FL10124-R20.pdf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party:Yes
4" Other:Refer to ER,Section 5. Evaluation Reports
FL10124 R20 AE 2017 09 FINAL ER GAF Asphalt
r Shingles FL10124-R20.pdf
Created by Independent Third Party:Yes
r
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
r z' provide the Department with an email address which can be made available to the public.To determine if you are a licensee unyer Chapter 455,F.S.,please click here.
a� ,
t
i Product Approval Accepts:
x
Credit Card
� b
Safe
hftps:/Avm.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpylEOlvyCA%3d%3d 2/2
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
Tl i'NITY� 353 CHRISTIAN STREET,UNIT#13
PERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1122
1 Campus Drive FL10124-R20
Parsippany,NJ 07054 Date of Issuance:01/03/2008
(800)766-3411 Revision 22:09/20/2017
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 Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) 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 and FBC 1507.2.7.1/R905.2.6.1.
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. Trinityl.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 6.
Prepared by:
Q.�;y�G� ,•iv
Robert J.M.Nieminen P.E.
The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/20/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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 ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstratedcompliance with the
following sections of the 6t' Edition (2017) Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section PropertV Standard Year
1507.2.4/1507.1.1, Physical Properties ASTM D1970 2015
R905.2.3/R905.1.1
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Enti 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 OINK06632 02/02/2001
UL(TST 1740) ASTM D3161,TAS 107 OINK9226 05/21/2001
UL(TST 1740) ASTM D3161 01NK37122 12/18/2001
UL(TST 1740) ASTM D3462 01NK37122 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
Exterior Research and Design,U.C. Evaluation Report 01506.01.08-1122
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL30124-R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 2 of 6
TRI'NITY ERD
Enti Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008
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 IOCA35554 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 IOCA11953 10/29/2010
UL(TST 1740) ASTM D3161,D7158,D3462 IONK11951 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 10CA53934 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 10/25/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 10/20/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 11/11/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 11/01/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 11/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 11/11/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 10/25/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 10/25/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 10/21/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 11/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 11/04/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 11/03/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 11/01/2016
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, GlenwoodTM', Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShield TM, Monaco®, Sienna®, Timberline® American Harvest®, 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®
ArmorShieldTM Ridge Cap Shingles and Timbertex®Premium Ridge Cap Shingles are fiberglass reinforced,hip
and ridge asphalt roof shingles.
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R22
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 3 of 6
1\jTR1N1-rYJ ERD
4.3 Accessory Starter Strips:
4.3.1 Pro-Start® Eave/Rake Starter Strip Shingles and WeatherBlocker'm 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 StarterMatchl Starter Strip Shingles are color-coordinated starter strips for use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatch'" 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 FBC HVHZ jurisdictions.
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 Va,d=150 mph (V„it=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 Va,d=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 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 611320-3,per FBC 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 GAF current published instructions, using minimum four
(4)nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,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.
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 sloe exceeds 21 units vertical in 12 units horizontal,r • ental, special methods of fastening are
required. Contact the GAF for details.
Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1122
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 4 of 6
TRINITY 1 ERD
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 GAF 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".
11.5" Sealant
1° (292 mm) 1. Sellante
(25min) (25 mm) Enduitd'etancheite
/ �M
12"
Nail (305 mm)
Clavo
6 518°-7 518° Clouer
(168-194 mm)
12°
(305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF 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 Sealant
_F_(2_02 mr-ij i" SRII niO
(
-min), {25 rnrarnciuit d'8tanch,tq
Nail
1P..
Cbucr (3>?5 trrn)
9'
(2Z9 rnreii
(�35 in7a)
6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R22
Certificate ofAuthorizotlon 119503 67"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 5 of 6
UTRIN1TY 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 Research and Design,LLC. Evaluation Report 01506.01.08-1122
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10124-1120
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 6 of 6
2/23/2018 Florida Building Code Online
-
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11...,i� ( " i,}. t�.
BCIS Home i Login User Registration ` Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i Search
Florida
i;:j Product Approval
Pf %,
Via:„USER:Public User
asv�:e x✓��c
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived f
a,.;. Product Manufacturer Tri-Built Materials Group,LLC
ti Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
s
�`. Technical Representative David Ruiz
' Address/Phone/Email 250 Route 17 North
'`• East Rutherford,NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
+` Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
L Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
fj' Validation Checklist-Hardcopy Received
�r
£" Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.odf
" Referenced Standard and Year(of Standard) Standard Year
;f r. ASTM D1970 2015
1 ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
https:/Avww.floridabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3dp/o3d 1/2
2/23/2018 Florida Building Code Online
Sections from the Code 1
't a
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summa of Products
FL#.. �'. Model,Numbeir Name.' Description
_.
g 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-150 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use of Evaluation Reports
foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI-
"' f for one particular application.See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-116.odf
x 2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party:Yes
1 ON
rt .
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
F 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
<_� k 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.
t Product Approval Accepts:
F_7'
T �
{ Credit Card ;
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EXTERIOR RESEARCH&DESIGN,LLC.
.,� Certificate of Authorization#9503
�""ITRINITY'ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
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 Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein. .
DESCRIPTION: TRI-BUILT Roof Underlaym ents
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)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:
T:
Robert J.M.Nieminen P.E.
•'�fihi,"z.JJnnu0I�\^ � The facsimile seal appearing was authorized by Robert Nieminen,
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Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. 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.
+ N N,
�JTRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition(2017)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 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12). 2012
3. REFERENCES:
gaiii3t Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
S. 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthorizotion#9503 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
TRINITY]ERD .
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers: "
TABLE 1:';,ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes. Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:.ALLOWABLE:TILt'ADHESIVE/UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondT1 FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate ofAuthorizotion#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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TRIM-T ' ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
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QTRIN11T (I ERD
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(04-12),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:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment 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 underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2 TILESLIPPAGE LIMITATIONS FOR DIRECT DECK-TILEINSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
, j VA
Tri-Built S/A HT TU ,
Underlayment
Lugged
T7, Ali
� s•� :i
Sk
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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TRINITY ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll,broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein,,and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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