HomeMy WebLinkAboutEVALUATION REPORT - UNDERLAYMENTS`,,J TRIP1 J ERD
l
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET,,UNIT#13
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials'Group, LLC sC Evaluation Report A42960.10.127116
PO Box 70 FL16048-R6
Rutherford, NJ 07070 St NE� Date of Issuance:10/25/2012
(800) 516-1485 �(JCYe CO t� Revision 6. 09/75/2017
J
SCOPE: Un' '
This Evaluation Report is -issued under Rule 61G2073 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 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 `Trinityi ERD Evaluated" may be displayed in
advertising Literature. If any portion of the Evaluation Report is displayed, then it shall be done in_its entirety.
INSPECTION: Upon request; a copy of this entire Evaluation Report shall be.prov.ided to,the user by the manufacturer or
its distributors and shall be available for inspection atthe job site at the request of the:Building Official.
This Evaluation Report consists of pages 1 through G.
Prepared by:
c�
:ram. �':5'O�• �:
ram;
Robert J.M. Nieminen, P.E. �',Fs , "y4s
��� nr p� The facsimleiseal appearing was authorized by Robert Niem(nen,
�iorida Registl aiion No. 5916f, Flof ida DC4.ANE1983 P.E. on 09i2512017. 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'ihterest`in any company manufacturing or
distributing products itevaluates.
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'.inthe _approval process of the
product.
5. This is a building code evaluation. Neither Trinityl 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.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
2.
1
Q91NITYIERD
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlaymeints, as produced by TRI=BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the Sth 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'.
STANDARDS:
Section
1504.3.1
1504.3.1.
1504.6
1507.2.4 / 1507.1.1,1507.2.9.2
i507.3.3
REFERENCES:
Entity
ERD (TST6049)
ERD (TST6d49)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049.)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL,LLC. (QUA9625)
UL, I.I.C. (QUA9625)
4. PRODUCT DESCRIPTION:
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
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSA/TRI:April2012 (04=12)
Reference
540540.02.13-1
S40540.11:13
S40540.0314
S44870.04;14-2
54497o.04.14=3
S44870.04.14-1
S44870.04.14-4
543530.02.14-1-111
S43530.05.14
540540.10.14;
SC7645.02.15
SC8520.04.15
SC14045.05.17-111
Multiple- Listing R16814
Service Confirmation
Year
2011
2012
2605
2015
2012
Date
D2/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2614
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
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 fabricsurfaced, 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.
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
Directoryfor-fireratings of this product:
Exterior Research and Design, LLC Evaluation Report A42960.10.12-116
Certificate of Authorization 119503 6TM EDITION (2017) FSC NON-HVHZ EVALUATION FL36048-116
TRI-BUILT Roof Underlayments; (800) s16=1485 Revision 6:09/25/2617
Page 2:of 6
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PTRINITY1 ERD
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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:
COVER OP'RON5
Asphalt
Wood Shakes
Underlayment
Nail -On Tile
Foam -On Tile
!Metal
Slate
Shingles
& Shingles
Tri-BuiltSand-RSA Shingle
Yes
N'
o
No
Yes
yes.
Underlayin6
Y
Yes
Tri-Bui1tS/A HTTU
es
Yes
e
Yes
Underlayment
See 5.5.1
Tri-BuiltS.mooth HTSfA-
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / uhclerlayment combinations.
x' TABLE -1A ALLOWABLE KE ADHESIVE / IlNDERLAYMENTCOIyIBINAlTO1V511
Adhesive
Florida Product.Approval
Underlayments
ICP Adhesives Polyset° AH-160
FL6332
Tri-Built S/A HT TU Underlayment
DowTileBond`"
FL22525
Tri-BuiltS/A HTTU 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 TrirBuiltSmooth 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;,SECU ROCK Gypsu m-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 orTAS114, AppendiXJ. .
I Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Cerriflcare ojAurhorl;odon N9503 a EDITION (2017i rI3C NON-NVHZ EVALUATION FLIG048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
F
``\,J' TRI iTYI 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:
A 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 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 1 margin of safety
per FBC 1564.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A of
FBC 1609for determination of design wind pressures.
41 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 HTTO 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 ofthe sheet.
Underlayment: Tri-BuiltS/A.HTT.0 Underlayment,.self-adhered.
Exterior Research and Design, LLC. I Evaluation Report A42960.1012-R6
Certificate of Authorization H9503 6TH EDI-nON (20171f8C NON-HWU EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (006) 516-1485 Revision 6: 09/25/1017
Page 4 of 6
("\-,,J1TFR)'1N1TYjERD
rfwti5�
5.6.4.1 For mechanically.att ached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2011(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-(January2016) for Zone.2/3_enhancerhOts.
5.7 Exposure. Limitations:
Tri-Built Sand-R SA Shingle Underlayment. or Tri-Built Smooth HT S/A Underlayment shallnot be left
exposed for longer than 30=da_ys after installation
5.8
When loading roof tiles on the underlayment.in direct -deck the 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.
Tab[E 2 ,,TICESLIPPAGE LIMITATIONS FOR'DIRECT DEpCTII E'INSfALCAT1Ops
Maximum
Underlayment
Tile Profile
Staging Method
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)
1
24 1 t F4
Tri-BuiltS/A HTTU
Underlayment
Lugged
r
Exterior Research and Design, LLC. Evaluation Report A42960.10:12-116
Certificate of Authorizatlon 119503 a EDITION (2017) FBCNO*HVHZ:EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/8/2017
Page s of 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
1507.1.1for the type of prepared roof covering to be installed.
6.3 2 Non-Tle'applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slatedfor 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.
Adherethe 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 3-4nches, 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 it 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 afthe lowest point and work upward.
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 — CLUA9625; (314).57873406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation ReportA42960.10:12-R6
Certificate of Authorization #9503 C" EDITION'(2017)'FBC NON-HVHZ EVALUATION FLi6048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485Revision'6: 09/15/2011
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