HomeMy WebLinkAboutProduct Approval I �
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EXTERIOR RESEARCH Ift DESIGN,LLC.
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Certificate of Authorization#9503
�I V�� 1 1 ICR® 353 CHRISTIAN STREET,UNIT#13
EOXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1121
1 Campus Drive I 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 5e'Edition (201.4) 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 rel,'ite 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"Trinity IERD Evaluated"may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be dlone in its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the riser 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:
-E
Robertl.M.Nieminen P.E. �r.,�Sn OVaL l��`' 'Theia.sbnlleseal apGearirgwatho
aurrsedbypobenNleminen,
i., mi E'
rr trttra PE.an 08)26/IOI6.i7hisdoesnotserveasanelectronitallysgned
Florida Registration No.59166,Florida DCA ANf19&3 t ' daoument.Signed;sealed hardcaples have boon transmitted to the
Product Approval Administratarand 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 Wany 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.
S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen,P.E.are,in any way;the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or;design guidance unless retained
specifically for that purpose.
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ROOFING SYSTEMS EVALUATION:
1. SCOPE: j
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles,as produced by GAF, have demonstratedlcompliance 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:
EntityExamination 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 03/27/26D2
PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI(TST 5878) ASTM D3462 GAF-080-02-01 D5/25/2OD5
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 OINK37122 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 OSNK27924 02/10/2006
UL(TST 1740) ASTM D3161 OSNK27924 02/11/2006
UL(TST 1740) ASTM D3161,D3462 06CA18077 06/0512006
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,LLC. Evaluation Report 01506:01.08-R21
Certificate of AuthanIzation#9S03 FL10124-R19
Revision 21:08/26/2016
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Enft Examination goterence 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 03161,07158,03462 09NK06547 08/01/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009
UL(TST 1740) ASTM D3161,D7158,D3462 1OCA35554 03/05/2010
UL(TST 1740) ASTM D3161,D7158,D3462 IOCA13686 05/15/2010
UL(TST 1740) ASTM D3462 IOCA07264 I 05/27/2010
UL(TST 1740) ASTM D3462 IOCA11953 10/29/2010
UL(TST 1740) ASTM D3161,07158,D3462 1ONK11951 10/30/2010
UL(TST 1740) ASTM 133161,D7158,D3462 1ONK12070 11/04/2010
UL(TST 1740) ASTM D3161,D7158,D3462 08CA05100 01/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 IOCAS3934 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 j 12/09/2011
UL,I.I.C.(TST 9628) ASTM D3462 12CA34891 10/12/2012
UL,I.I.C.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013
UL,LLC.(TST 9628) ASTM D3161 12CA38083 D2/26/2013
UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013
UL,I.I.C.(TST 9628) ASTM D3161 13CA37934 D8102/2013
UL,LLC.(TST 9628) ASTM 133161,D7158,D3462 4786875675 i 07/17/2015
UL,I.I.C.(TST 9628) ASTM D3161,D7158,D3462 4787434542 1 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,R2,1,Myerstown,PA j 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 1 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.Version,IN 02/09/2016
UL,LLC.(QUA9625) -Quality Control Inspection Report,R21,Baltimore,MD 03/01/2016
UL,LLC.(QUA 9625) Quality Contras Inspection Report,1121,Tampa,1FL 02/29/2016
UL,I.I.C.(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,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 03/03/2016
4. PRODUCT Dies dupiriON:
4.1 Asp
halt Shingles:
4.1.1 Marquis® WeatherMax°, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof
shingles. !'
4.1.2 Camelote, Camelot® II, FortitudeTM, GlenwoodTM'. Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShieldTM, 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.
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Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R21
Certtykate of Authariratlon#9503 FL10124-R39
j Revision 21:08/26/2016
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4.3 Accessory.Starter Strips
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4.3.1 Pro-Start®Eave/Rake Starter Strip Shingles and WeatherBlocker'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 StarterMatch'Sharter 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
CanyonO and Grand Sequoia®series installations.
S. UmITATIONS:
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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 fol•that purpiose.
5.2 This Evaluation Report is not for use in the HVH2.
5.3 Fire Classification is not part of this Evaluation Report; refer to current iApproved 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 tke shingles are acceptable for
use in all wind zones up to Vw=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 R90S.2.6.1 to ASTM D3161,Class F,indicating the shingles are aeceptableifor 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:iprofessional 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 11905.2.3.
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: I
6.3.1 Installation of asphalt shingles shall comply with the manufacturer's currePit published instructions, using
minimum four(4) nails per shingle in accordance with FBC Sections 1507.2. or R905.2, with the following
exceptions:
D Camelot,Camelot 11,Grand Canyon,Grand Sequoia,Grand Sequoia IR,Grand Sequoia ArmorShield,and
Woodland require minimum five(5)nails per shingle.
D Slateline requires minimum six(6)nails per shingle.
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Exterior Research and Design,LLC. Evpluation;Report 01506.01.08-R21
Cercyromte ofAuthorhatron A9503 FL10124-R19
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6.3.2 Fasteners shall be in accordance with manufacturer's published requirements,Iut 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:
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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 manufacturers 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
—F—(292 mm) 1° Sellante
(25 mm) (25 mm) Enduitd'ManchOM
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d �-.�•g'�r J � I
k
� X
(305 mm)
Nail
Glavo
X65/1 4 mm) clover
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(305 mm)
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6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply withi l the manufacturer's current
published instructions with a minimum two (2) nails, minimum 3/8-inch hesid diameter, per shingle and
beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing-and Flashing Sealant.
14fr` Sal
(? ro1M} ;25 rnm E�luii d'ita�t+dlhf
fLH
Cin {S05 trim)
{Baer
(2n rump
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305 awk)
j 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.
Exterlor Research and Design,LLC Evaluation Report 01506.01.08-R21
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7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein. 11 1
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.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority having Jurisdiction in order to properly evaluate the installation of
this product.
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9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61620-3 Qct
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(847)664-3281
- END OF EVALUATION REPORT-
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Exterior Research and Design,LLC. Evaluation,Report 01506.01.08-1121
cerdflicate of Authorization#9503 FL10124-R19
Revision 21:08/26/2016
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®. EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
j 353 CHRISTIAN STREET,UNIT#13
IERD i OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R5
PO Box 70 FL16048-R5
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 5: 06/12/2017
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 5`h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
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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 produdt(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity i ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity'ERD Eva Iluated'; 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: ts)ttatrerr„rr� j
tP. c1:g:•rG•
The
• '..1C.r::.• .
Robert J.M.Nieminen P.E. riFS "''�T P.E.on 06/12ile sealapThisdg snotshorizedbyRobertNieminen,
r �•,;bJ�„��� `s'�� P.E.on 06/12/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DG4 ANE1983 � document.Signed,sealed harticopies 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.
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4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
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TRINITY=ERD
ROOFING COMPONENT EVALUATION:
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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 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
1504.3.1 Wind Uplift UL 1897 2004
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
jEnti 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 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 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 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
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.
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4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester;''fabric surfaced, SBS modified
bitumen roof underlayment
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat 'einforced, film-surfaced, SBS
modified bitumen roof underlayment.
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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 pi rpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-115
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
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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 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 rbquest'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 applied atop the underlayments are as follows:
TABLE 1 ROOF COVER OPTIONS j,
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal i„ Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle
Yes No No No rYes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
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 unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical
"TileBondTm Roof Tile Adhesive"(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlaymgnt or Tri-Built Smooth HT S/A
j 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.
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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. i.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tki-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 oif the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 3 of 6
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5.6.3 Bond to MechanicallV 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:1 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 by2 (the,2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for
determination of design wind pressures.
5.6.4.1 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
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Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 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'
5.6.4.3 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 HavingiJurisdiction.
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.
5.6.4.4 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-in6h 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.
5.7 Exposure Limitations:
5.7.1 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
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
Exterior Research and Design,I.I.C. i Evaluation Report A42960.10.12-RS
Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-RS
� Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 4 of 6
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6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordancejwith TRI:'-BUILTiMaterials Group, LLC
published installation requirements subject to the Limitations set forth,iin 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 Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
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.
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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 placelto achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water,;'rVertical 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. j
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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 Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual dhd Table 1 herein, using the
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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). ;
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Tile shall be loaded and staged in a manner that prevents ;tile slippage and/or damage to the
underlayment.
Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flattiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch>5:12 may use alternate staging method(bottom 2-tilelstack shall be inverted,
followed by 8 tiles high on slope,as shown below).
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Exterior Research and Design,LLC. I Evaluation Report A42960.10.12-115
Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 5 of 6
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4.
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Figure 1: Alternate Staging Method
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Alternatively, at roof slopes greater than these limitations, all tiles'.shall be loaded'onto a nominal 1"x 2"
horizontal batten to prevent slippage or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N=3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,LLC. 'Evaluation Report A42960.10.12-R5
Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL16048-RS
Tri-Built Materials Group,U.C. Revision 5:06/12/2017
Page 6 of 6
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