HomeMy WebLinkAboutProduct ApprovalCertainTeed Corporation
20 Moores Road
Malvern, PA 19355
SCOPE: `
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not -be valid after the expiration date stated below.' The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. _
DESCRIPTION: Landmark, Landmark Pro, Landmark Pro/Archetect 80, Landmark Premium, Landmark Impact
Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or'process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 17-1211.08 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 8
NOA No.: 18-1114.02
Expiration Date: 02/28/22
• Approval Date: 05/09/19
Page 1 of 7
MA
M IAM I-rl�
11 L
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT.OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economv
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
SCOPE: `
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not -be valid after the expiration date stated below.' The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. _
DESCRIPTION: Landmark, Landmark Pro, Landmark Pro/Archetect 80, Landmark Premium, Landmark Impact
Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or'process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 17-1211.08 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 8
NOA No.: 18-1114.02
Expiration Date: 02/28/22
• Approval Date: 05/09/19
Page 1 of 7
MA
ROOFING ASSEMBLY APPROVAL
Cateeory:
Roofing
Sufi-Cateizory:
Asphalt Shingles
Materials
Dimensional
Deck Tyne:
Wood
SCOPE
This acceptance is for CertainTeed Landmark, Landmark Pro, Landmark Pro/Architect 80, Landmark
Premium, Landmark Impact Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris
Gold/Platinum Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of
Acceptance.
PRODUCT DESCRIPTION:
Prnrinrt
Test
nimpncinnc Cnpcifirntinnc Prndurt ilperrintinn
Certainteed Landmark
Manufacturing Locations #l, 2, 3, 4, 5, 6, 7, 8, 9,
13'/4" x 38 3/4"
TAS 110
A heavy weight, dimensional
10
_
asphalt shingle.
Certainteed Landmark Pro
A heavy weight, dimensional
Manufacturing Locations # 1, 3, 4, 5, 6, 9, 10
13'/4" x 38 3/4"
TAS 110
asphalt shingle.
Certainteed Landmark Premium
A heavy weight, dimensional -
Manufacturing Locations #1, 3, 4, 5, 6, 8, 9
131/4" x38 3/4"
TAS 110
asphalt shingle.
Certainteed Landmark Impact Resistant
A heavy weight, dimensional
Manufacturing Locations #7
13'/4" x 38 3/4"
TAS ] 10
asphalt shingle.
Certainteed Landmark Pro/Architect 80
A heavy weight, dimensional
Manufacturing Locations #8
13'/a" �: 38 3/4"
TAS 110
asphalt shingle.
Certainteed Landmark Solaris
A heavy weight, dimensional
Manufacturing Locations #8, 9
13'/4" x 38 3/4"
TAS 110
asphalt shingle.
CertainTeed Landmark Pro Solaris `,
A heavy weight, dimensional
Manufacturing Location #9
.f g
11/4" x 38 3/4"
TAS 110
asphalt shingle
Certainteed LandmarJk Solaris Gold/Platinum
A heavy weight, dimensional
Manufacturing Locations # 8
13'/4" x 38 3/4"
TAS 110
asphalt shingle.
Accessory Shingles
Accessory shingles for hip, ridge
various
proprietary
and starter strip applications.
MANUFACTURING LOCATIONS:
1. Peachtree City, GA --
2. Ennis, TX
3. Oxford, NC
4. Shakopee, MN
MIAMI•DAE CO
DUNTY
,..•O
I
NOA No.: 18-1114.02
Expiration Date: 02/28/22
Approval Date: 05/09/19
Page 2 of 7
5.
Avery (Milan), OH
6.
Norwood, MA
7.
Shreveport, LA
8.
Portland, OR
9.
Wilmington, CA
10.
Jonesburg, MO
EVIDENCE SUBMITTED:
Test Agency
PRI Asphalt Technologies, Inc.
Underwriters Laboratories, Inc.
Test Identifier
Test Name/Report
Date
PCTC-01-02-01
TAS 100
01/12/01
CTC -006-02-01
TAS 100
11/12/02
CTC -092-02-0.1
TAS 100
02/23/12
CTC -091-02-01
TAS 100
02/21/12
CTC -090-02-01
TAS 100
09/02/11
CTC -087-02-01
TAS 100
07/07/11
CTC -086-02-01
TAS 100
07/07/11
CTC -101-02-01
TAS 100
10105111
CTC -102-02-01
TAS 100
10/05/11
CTC -109-02-01
- TAS 100
01/18/12
CTC -106-02-01
TAS 100
11/02/11
CTC -105-02-01
TAS 100
10/31/11
CTC -089-02-01
TAS 100
137/18/11
CTC -088-02-01
TAS 100
07/18/11
CTC -213-02-01
TAS 100
05/20/14
CTC -212-02-01
TAS 100
05/21/14
CTC -207-02-01
TAS 100
05/20/14
CTC -206-02-01
TAS 100
05/20/14
CTC -110-02-01
TAS 100
02/13/12
CTC -109-02-01
TAS 100
02/13/12
CTC -288-02-01
TAS 100
09/27/16
f CTC -333-02-01
TAS 100
11/08/17
" 94NK9632
Wind uplift resistance TAS 107
11/30/00
R684
UL 790
04/02/01
02NK42448
Wind uplift resistance TAS 107
11/08/02
09CA28873
Letter
07/23/09
11CA59020
TAS 107/ ASTM D3161
01/25/12
1 INK07864
TAS 107/ ASTM 133161
09/29/11
07CA26696
TAS 107/ ASTM D3161
09/21/07
1 ICA38844
TAS 107/ ASTM D3161
01/28/12
11 CA38844
'`TAS 107/ ASTM D3161
01/27/12
06CA28237
TA -S 107/ ASTM( D3161
09/22/06
ION ,.17366
TAS 107/ ASTM D3161
01/04/11
4786334383
TAS 107/ ASTM D3161
05/28/14
4786307351
TAS 107/ ASTM D3161/ASTM D 3462
05/13/14
NOA No.: 18-1114.02
Expiration Date: 02/28/22
Approval Date: 05/09/19
y - Page 3 of 7
11 NK08333
ASTM D3462
05/15/12
11 NK08333
ASTM D3462
04/15/12
1 INK07864
ASTM D3462
09/29/11
1 1NK08333/Letter
ASTM D3462 / UL790 -
11/05/12
1 1NK08333/Letter
ASTM D3462 / UL790
11/05/12
1 1NK08333/Letter
ASTM D3462 / UL790
11/05/12
12NK13474
ASTM D3462 / UL790
05/27/13
4786325932
ASTM D3462 / UL790
04/04/14
4787011023
ASTM D 3462•
08/01/15
11 CA38844
TAS 107/ ASTM D3161
01/26/12
06CA02648
TAS 107/ ASTM D3161
02/23/06
4787084802
TAS 107/ ASTM 133161
03/14/16
4787852839
ASTM D3462
03/24/17
4787011023
ASTM D3462
08/01/15
4788368979
ASTM D3462
10/30/18
4787592174
ASTM D3462
10/21/16
LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for
fire ratings of this product. -
-
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed -herein shall have a quality assurance audit
in accordance with the Florid4
Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
-
INSTALLATION:
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail'A', attached.
5. Nailing shall be in compliance with Detail 'B', attached.
r
I i
NOA No.: 18-1114.02
Expiration Date: 02/28/22
Approval Date: 05/09/19
Page 4 of 7
M
LABELING:
1. Shingles shall be labeled with the Miami -Dade Product Control approved seal as seen below or the wording
"Miami -Dade County Product Control Approved".
MAWDADE COUNTY
,.,,$ �
BUILDING PERMIT REQUIREMENTS:
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 18-1114.02
Expiration Date: 02/28/22
Approval Date: 05/09/19
Page 5 of 7
SHINGLE LAYOUT
Eaves
Starter
LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHITECT 80, LANDMARK PREMIUM,
LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND
LANDMARK SOLARIs GOLD/PLATINUM
J
NOA No.: 18-1114.02
Expiration Date: 02/28/22
Approval Date: 05/09/19
Page 6 of 7
WIDE _ f
NAILING l
AREA
38 314"
ape
ExposureNail tet,�,eer upper & lc��er rail lire -r.
13 114"
s "} �
7 1/2"
6"
LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHETECT 80,LANDMARK PREMIUM,
LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND
LANDMARK SOLARIS GOLD/PLATINUM
(LOW AND STANDARD SLOPE)
Nailing area for "steep" slopes (greater than 21:12)
Nail between bottom 2 nail lines.
12" 14 3/4" 12"
5 5/8"
Exposure
13 1/4"
6 1/8"
LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHETECT 80, LANDMARK PREMIUM,
LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND
LANDMARK SOLARIS GOLD/PLATINUM
(STEEP SLOPE
END OF THIS ACCEPTANCE
NOA No.: 18-1114.02
Expiration Date: 02/28/22
Approval Date: 05/09/19
Page 7 of 7
J
TRINITY ERD
EVALUATION REPORT
TRI -BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Cerifirote of Authorizanon #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9243
Evaluation Report A42960.10.12 -R6
FL16048-R6
Date of Issuance: 10/25/2012
Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the appiicab.e rules and regulations governing the use of
construction materia�s in the State o` Florida. The documentation submitted has been reviewed by Robert N eminen,
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 6`" Edition (2017) Florida Building Code
sections noted herein
DESCRIPTION: TRI -BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurarce Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such t<me as the named product(s) changes, the re`erenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceotance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E, if the product
changes or the referenced QualityAssueance documentation changes. TrinitylERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERT15Eh1fNT: The Evaluation Report numbeT preceded by the words "TrinityJERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Repot is displayed, then it shat; be done in its entirety.
INSPECTION: Upon req.iest, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
is d:stributors and shall be available for inspection a- the job site at the •equest of the Building Official.
This Evaluation Repor: consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Rcgistratior, No. 59166, Florida O& AVE1983
,•�%��.i.n 4 ,+, ^t'1t3.T.It Stt eCatYN'{WtS R�hhf l!!DY'.Oa'SA ti'nnr,
V.f ce 09,15/i91 ). Tnn Ouse^senx.0 �r awnrvrcalt, iQ•.5a
donsr+ert
CERTIFICATION OF INDEPEh DINCE: Y
1. Trinity] ERD does not have, nor does it intend to acquire or w 11 it acquire, a financial interest n any company manufacturing or
distributing products it evalLates.
2. Tnnityl ERD is not ovmed, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor N%:II acquire, a Financia' interest in any company manufacturing or distributirg pIodccts for
which the evaluation reports are being issued.
4. Robert Nieminen, P.F. dnes not have, nor .-ill acquire, a financial interest in any oche. entity nvolved in the approval pro:ess of the
product.
5. This is a building code evaluation. Neitner Trinity lERD nor Robert Nieminen, P.E are, in ary way, the Des•gner of Record for any
project on wh'ch this Evaluation Report, or previous versions thereof, is,/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINJTY ERD
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 6h Edition (1017) 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 he,
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1,1507.2,9.2
1507.3.3
REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (7576049)
ERD (TST6049)
ERD (T ST60491
ERD (TST6049)
ERD (TST6049)
E RD (TS T 6049)
ERD (TST6049)
ERD(T5T6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLL. (QUA9625)
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
Year
FM 4474
2011
UL1897
2012
ASTM G155
2005
ASTM D1970
7015
FRSA/TRI April 2012 (D4-12)
2012
Reference
540540.02.13-1
540540.11.13
540540.03.14
544870.04.14-2
544870.04.14-3
544870.04.14-1
544870.04.14-4
543530.02.14-1-R1
543530.05.14
$40540.10.14
SC7645.02.15
SC8520.04.15
SC 14045.05.17-R 1
Multiple -Listing R16814
Service Confirmation
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/3112014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp. 07,x18/2020
4.R DESCRIPTION:
Tri -Built Sand -R SA Shingle Underlayment Is aself-adhering, glass -mat reinforced, sand -surfaced, 565
modified bitumen roof Underlayment, with a 36 -inch sheet width; meets ASTM 01970.
4.2 Tri -Built S/A HT TU Undirlayment is a self -adhering, nonwoven polyester fabric surfaced, SBS modified
bitumen roof underiayment; meets ASTM D1970 and FRSA/TRI Apri 2012.
43 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, 5B5
modified bitumen roof underiayment; meets ASTM D1970.
5. LIMITATIONS:
;.1 This Is a building code evaluation. Neither TrinityJERD 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.E. Eviluation Report A42960.10.12 -R6
Ctrtifitera of AurhoriiaUon#9503 6'- EDITION 12017) FBC NON -WHIP EVAILIA110N IL1604P. RG
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6; 09/25/2017
Pave 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 FB[ approval documents. f not listed, a request may
b data for to the
Authority Having Jurisdiction for approval aced on this evaluation combined with supporting
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
i Wood Shakes Slate
Asphalt Nail -On Tdc Foam -on Tile I Metal I g, Jingles
Underlayment Shingles — _ _ —_�
No � No Yes,, Yes
Tri-Bul(t Sand -11 SA Shingle Yes
Underlayment—
_ — — Yes Yes Yes Yes
Tri-Bullt S/A HT TU ve4 I Yes ( See 5.5.1 I —
Underlayment
Yes yes Yes J
Tr -Built Smooth HT S/A Yes No No
— I _ —
Underlayment _ —�_
L_
se of the `ollovnng Approved tile adhesives / under'ayrnent combinations.
5.5.1 "Foam On Tile" is limited to u
TABLE IA. ALLOWABLE TILE ADHESIVE / UNDERLAYh9ENT COMBINU iO layments
Adhesive Florida Product Approval j
_ I --_
�o Tr' -Built 5/A HT TU Underlayment _ _—
ICP Adhesives Pnlyset" AH 160 Ft6__2 _ — —
L---- — — — —�-- FL22525 _ Tri -B., Ic 5/A HT TU'UndetayTent
Dov_TileBond" — — — — —
5.6 AilowLt: a 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:
i Plywood; ASTM D41 primed
P eoASTM D OSB; ASTmed l D41 primeaal cOr to;. Southern Yellow Pine; ASTM 041
pnrned Southern
Wij!je riot required over Plywood, 05B or Southern Yellow Pine substrates, TRI -BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation aitnin 24 hours. Nose:
TRI -BUILT Materials Group, LLC requires tongue--and-groove board decking be covered evitn plywood or
053 prior to ins:ailation of the self -adhering Underlayment.
5.6.2 Bond-to•I^sulation:
ri Built S/A HT TU Underlayment or Tri -Built Smooth HTS A
Tri -Built Sand -R SA Shingle Underlayment, T
Underlayment applied'o:
Dem Deck Prime; SECUROCK Gypsum Fiber Roof noarD. insulation shall De attached per
For installation under mechanically attac^•ed prepared roof coverings,
minimum requirements of the prepared roof covering manufacturer's Product
sulatoroatta attachment sl. For hall be
under foam or ' le systems (Tri -Built S/A HT TU Underlayment only),
designed by a qualified design professional arid
Dlor TAS oasedp n tesdix ting
of the insulation/urder`.ayment
system in accordance with FM ..474, Aa,
oi far Overturning h"omen! Reslstonce performance.
licfer to Tile h,4anufacturer i orAdhesive rYlonujocturrr's rtcrido Product gaprov
Evaluaticn Report A42960.10.12•R6
FL16C48•R6
Exteric- Rese?r&, and Design: LLC(2017) 6: 09/25/2017
Certificate of Aurhorization 4'9503 6rD1Tl0`1 {2017j FRC NOY-HVH2 EVALUATION
TRI -BUILT Roof Underlayments; (800) S16 -140S Page 3 of is
TRINITY ERD
5.6.3 Bond to Mechanically Attached Base layer:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment o' Tri -Built Smooth HT S/A
Underlayment applied to:
i ASTM D226, Type I or II felt.
For installations under mechanica%y attached prepared roof coverings, base layer sha'I be attached per
minimum codified requirements. For installations under foam -on the systems (Tri -Built S/A H7 TU
Underlayment omy}, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6,4 Wind Hes.stance for Underlay -en' Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of a'f underlayment systems beneath foam -on 0e systems, where
the underlayment forms par- of,the load -path. The following v:ind 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
applicat�on.s. Maximum Design Pressure is the result of testing for wind Iead resistance based on
a'lowable wind loads, and reflects the ultimate passing pressure divided by 2 (tic 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.
gl Maximum Des gn Pressure = -45.0 psf:
Deck: Min, 15/32 -Inch plywood to meet project requirements to satisfaction of Autnority
Having JLrisdiclion.
P•imer: (Options') ASTM D4: or RESISTO EX"ERIOR PRIMER
Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered.
tat Maximum Desiv.n Pressure =_-67.5 osf:
Deck: Structura' concrete to meet project requirements to satisfaction of Authority Having
jurisdiction.
Pr.mer: Soprema Ela5tocol 69Cc
Underlayment: Tri -Built S/A HTTU Underlayment, self -adhered.
93 Maximum Design Pressure =-150.O—sf:
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 sheatm;ng fasteners shall be driven flush with the surface. All slurp
splinters and wood projections shall be removed/sanded.
Pmner: (Opt o,41 RESISTO EXT, ERIOR PRIMER
Underlayment; Tri -Built S/A HT TU Underlayment, self -adhered, shaii be thoroughly roll using nand
roller and/or weighted rolle- to ensure there are no voids, and ensure there are no
voids/bridg ng at side a -c a -d -labs.
#4 "Maximum Design Pressure = -60.0 psf:
DPc<: r Min. 19/32 -inch plywood to meet project requ rements to satis`•action of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or 'Modified Sopra-G mechanically attached with nails (FBC 1517.S.1j
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 Fcsearch and Desig::, LK EDITION
Report A42960.10.12-116
6 " EDITIO`d x7017} r8C NO?l-HVHZ EVALUATION FL16049-RG
Cert,ficare ojAuthortration x9503 Revi;lon 6: 09J25/2017
TRI.SUILT Root Undcrlaymentt; (900) 516.1485
;)age 4 of 6
r
J
-Y ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure Arra le selected
assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04.12), App
A'iternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
des;gn pressure determined in accordance wqn FBC 1609. Ir, this case, Zones 2 and 3 sha�l employ an
attacnment density designed by a auanfied desigr 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 rna'ked ::i;^ an asterisk" carry the iimitatlons set forth in
SeGron 2.2.10.1 ut FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations'
3uilt Smooth HT S/A Underlayment shall not be left
Tri -Built Sand -R SA Shingle Underlayment or Tri
exposed fpr longer than 30 -days after installation
Tri -Built S/A HT TU Underlayment shall not be left exposed fo- longer tt an 180 days after mstallaCon.
7.8 Tile Slippage Limitations ETAS .03 p•'r FRSA�1 April 2012 (04-12)):
es, the maximum roof slope shall
When loading roof tiles on the underlayment in direct -deck the assemb',:
be as follows. These slope limitations can only be exceeded by using; battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE UMITATICNS FOR DIRECT -DECK TILE INSTALLATIONS Maximum
Tile Profile Staging Method I Slope
Underlayment _ _ __ - -
Max. .0 -elle stack T 6:122
— — Max. 10 tr�c stack_ �T 5:12 J
4 — — Max. 10 -tile stack (bottom 2 -tile stack
shalibe ir.vertet�fcllowed by 8 tiles high I 6:12
i
Tri•Bwlt S/A HT TL
Underlayment
I
Enleiior Rescarcn and nFsien, Li C.
Certificate of Authcrimtipn *503
Lugcec
Evaluation Report A42960.10.12 -R6
FL16076Fi
6" EDITION: (2017) FtiC P:ON•IIVt Z CV�LUA�ION Rnv;sron 6: 09/2512017
TRI -BUILT Raaf Under;ayments; (800) 516-1485 Pave 5 of 6
I
TRIN11- p ERD
6. INSTALLATION:
6. TRI -BUILT Roof Underlayments shall be installed Ir accordance with TRI -BUILT Materials Group, LLC
p.1`l.Isshed installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics nosed below.
6.2 Re -fasten any loose decking panes, and check for protruding nail heads. Sweep the substrate thoroughly
V) remove any dust and de`:r-s prior to arplication, and prime the substrate (if applicable),
6.3 Tri -Built Sand -R SA Shingle Underlavment, Tri -Built SIA HT TU Underlayment or Tri -Built Smooth HTSA
Underlayment:
6.3.1 Shall De .nstalled .n compliance with the requirements for ASTM D1970 un;leriayment -i FBC Table
1507.1.1 for th.e type of prepared roof covering to be in -stalled.
6.3.2 No�-Tile applications:
While pruning is optional, TRI -BUILT Materials Group, LLC recommends priming the deck if t -ie final roof
cover is not slated for installation within 24 hours.
Apply sheet pa-allei to the roof edge. Roll out approximately 10 ft of memb•ar.e 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 possib e.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tght. Firmly roll, broom or hand -press the membrane into place to achieve a bona.
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 coarse below, sealed in accordance with
TRI -BUILT Materials Group, LLC requirements.
When installirg at slopes above 8:12, TRI -BUILT Materials Group, LLC recommends back -nailing In the
cverlap area at the top of the sheet at 12 -inch o.c. _ -
For Valleys and Ridges: Cut underlaymert 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 startCng at the lowest point and work upward.
6.3.3 Tile Applications (Tri -Built SIA HT TU Underlavment nnll :
Reference is made to FRSA/TRI April 2012 (04-12) Installations Manual and -able 1 herein, using the
instructions noted above as a guideline.
or foam -on tile applications, re`erence 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 0all be loaded and staged in a manner that prevents the slippage and/or damage to the
Underlayment See Table 2 here-, and TRI -BUILT Materials Group, LLC published requirements for _de
staging,
7, BUILDING PERMIT REQUIREMENTS:
As required by the Builc(ng Official or Authority Having Jurisdiction in orcer to properly eva;uate the installation of
this product. .
$, MANUFACTURING PLANTS:
G..�fpori, NIS
4, QUALITY ASSURANCE ENTITY:
UL, LLC — C,'JA90'2S; (314) 578-3406; k,chancellor@us.uLcom
- END OF EVALUATION REPORT -
Exterior Re5rirch and Dcsirn, I LC Evaluation Report A42960.10.12 -R6
Certificate of Authothation#9503 6' EDITION {7017; FL'C NON-HVH7 FVALUATON FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516.1485 Revision 6:09/25/2017
Page 6 of 6