HomeMy WebLinkAboutNotice of Acceptance EXTERIOR RESEARCH&DESIGN,LLC.
�d
y m rA Certificate of Authorization#9503
TRINITY! D 353 CHRISTIAN STREET,UNIT#13
EIS® OXFORD,CT 06478
I PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1119
1 Campus Drive FL10124-1117
Parsippany,NJ 07054 Date of Issuance:01/03/2008
Revision 19:12/15/2015
SCOPE:
This Evaluation Report is issued under Rule.61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of.the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5t'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. 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 IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
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: 50����•`��"';��•�,,
...... . a,
it
�^r•-X54.`.+} ��.4�
Robert J.M.Nieminen,P.E. tir�S�� 9 t The facsimile seal appearing was authorized by RobertNleminen,
�r Vi„tisrs`�'" P.E.on 12/15/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 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. Trinityl 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 lERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
'\J TRINITY{ERD
I
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
1507.2.7.11 R905.2.6.1 Wind Resistance ASTM D7158 2008
1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107' 1995
3. REFERENCES:
Entitv 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 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 OSNK27924 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 04/01/2608
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-1119
Certiftcate of Authorization k9503 FL10124-1117
Revision 19:12/15/2015
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TRINITY ER®
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 IOCA13686 05/15/2010
UL(TST 1740) ASTM D3462. 10CA07264 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,I.I.C.(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.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 06/19/2015
UL,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 07/21/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 06/26/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 05/14/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter;CA 07/16/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 06/24/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 07/14/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 07/10/2015
UL,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 07/21/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 06/26/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 07/15/2015
UL,LLC.(QUA 9625) Quality Control Inspection.Report,R21,Ennis,TX 07/09/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 07/16/2015
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,Country Mansion°II,Glenwood'',Grand Canyon®,Grand Sequoia®,Grand Sequoia®
IR, 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 and Timbertexo
Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Starter Strips:
4.3.1 Pro-Start® Starter Strip Shingles and WeatherBlocker'"' Premium Eave/Rake Starter Strip are starter strips
for asphalt roof shingles.
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-1119
Certificate of Authorization 119503 FL10124-1117
Revision 19:12/15/2015
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\J TRINITY ERD
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.
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(Vint=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 to exposure category B or C and a building 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 Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip 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, and Woodland require minimum
five(5).nails per shingle.
A 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 slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the shingle manufacturer for details.
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R19
Certificate of Authorization#9503 FL10124-R17
Revision 19:12/15/2015
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\,J TRINITY I ER®.
6.4 Hip&Ridge Shingles:
6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles and Seal-A-Ridge IR Impact-Resistant 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".
11.5" Sealant
1" (292 mm) 1' Sellante
(25 mm) (25 mm} Enduit d'etanch6itd
• _ �. 12'
(305 mm)
Nail -
Clavo
6 5/8'-7 5/8" Clouer
(168-194 mm)
1
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 NPS Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
11 Sdcs1g151
10(2F2 rtilii}'�..'�,,�i ynllantG
(23 miej !25 rnrn'. 'Ercluit d'dtandatrta
f
�1+�ryii
L'aucr (305 mrn)
5"
(220 ramiN
12"
{3275 rnrtt,)
6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or 11905:2.5. Staples are not permitted.
Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R19
Certificate ofAutharIzation#9503 FL10124-1117
Revision 19:12/15/2015
Page 5 of 6
TRINITY;ER®
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. QUALM ASSURANCE ENTITY:
UL LLC—QUA9625;(847)664-3281
END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-Ri9
Certificate of Authorhation 119503 . FL10124=R17
Revision 19:12/15/2015
Page 6'of 6'
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
® � } 353 CHRISTIAN STREET, UNIT#13
`, TR1A'1 1 1�/`ER® OXFORD,CT 06478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-113
9050 Louisiana Street Date of Issuance:10/29/2012
Merrillville,IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5`h Edition (2014) Florida_ Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert. Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements.with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
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 5.
Prepared by:
:yr
Robert J.M.Nieminen,P.E. tiripSSr�,,'`ry:```. The facsimile seal appearing was authorized by Robert Nieminen,
,/�„ ,n++'` P.E.an 10/08/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 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. Trinityl 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 lERD 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 i ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standard's.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
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:
Entity 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 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
UL,I.I.C.(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 Self-Adhering Underlayments:
4.1.1 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.
4.1.2 Tri-Built 5/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
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.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 F1.16048-113
Revision 3:10/08/2015
Page 2 of 5
\'j, 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 AHJ.for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments areas follows:
-
TABLE 1: ROOF,COVEROPTIONS
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 unless tensile adhesion/ long
term aging data from an accredited testing laboratory is provided.
D Tri-Built S/A HT TU Underlayment with 3MTm 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBond'TM 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 Underlayment or Tri-Built Smooth HT S/A
Underlayment.applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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 S/A HT TU 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,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.
5.6.3 Bond to Mechanically Attached Base Laver:
➢ 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,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,LLC. Evaluation Report A42960.30.12-R3
Certificate of Authorization 119503 FL16048-R3
Revision 3:10/08/2015
Page 3 of 5
TRI�!( ITYER®
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 the
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 l margin of safety
per FBC 1504.9 has already been applied). Refer to 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 AHJ.
Primer: (Optional)ASTM D41
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.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Shinele Underlavment,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 Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT 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 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. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp 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.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,I.I.C. Evaluation Report A42960.30.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
�..( TRINITY I ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction.in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
Contact the 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-
Exterior Research and Design,LLC. Evaluation Report A42960.30.12-R3
Cert1/leate of Authorization#9303 FL16048-R3
Revision 3:10/08/2015
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