HomeMy WebLinkAboutTri-Built FL16048-R6TRINITY ERD
EVATUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization tt9503
353 CHRISTIAN STREET, UNIT #13
oxFoRD, cT 06478
l2A3\262-924s
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) s16-148s
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 6s Edition lzAfil Ftorida Building Code
sections noted herein.
DEscRrpnoN: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
C9NINUED CoMpLtANcE: This Evaluation Report is valid until such tlme as the named product(s) changes, the referenced
euality 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. TrinitylERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADyERISEMENT: The Evaluation Report number preceded by the words'TrinitylERD Evaluated" may be displayed in
advertising literature. lf any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
lNspEcTtoN: 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.
Evaluation Report A42950.10.12-RG
Fr_16048-R6
Date of lssuance: t0l25l20l,2
Revision 6: o9l25l2ot.7
Robert J.M. Nieminen, P.E.
Florida Registration No. 59766, Florida DCA ANE1983
CERTTFTcATtoN oF INDEPEI{DENCE:
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.
Z. TrinityIERD is not owned, operated or controlled by any company manufacturing or disilibuting 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 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'
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Prepared by:
RooFtNG coMPoNENT Evntunnor:
1. Scopr:
Product Category:
Sub-Category:
TRINITY ERD
Date
02/19/2OL3
lu79/2OL3
03/26/20t4
04/0212014
04/o2l2oL4
04/70lzA]4
04/70/2014
aslL4l201-4
05/28/2014
10l3L/2014
a2/B/2o7s
os/27/2Ot5
06107/2afi
72/1Bl2A15
Exp. 07 /1812a2o
Roofing
Underlayment
z.
Compliance Statement: TRI-BUILT Roof Underlayments, as. produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6s Edition (2017) Florida Building Code through testing
in accordance with the foltowing Standards. Compliance is subject to the lnstallation Requirements and Limitations /
Conditions of Use set forth herein.
SrnronRos:
Standard Year
FM4474 2071
uL 1897 2012
ASTM G155 2005
ASTM D1970 2015
FRSA,/TRIApril2O1,2(O4-t?) 20L2
Section
1s04.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 15O7 .2.9.2
1507.3.3
3. REFERENCES:
Entitv
ERD (T5T6049)
ERD {T5T6049)
ERD (T5T6049)
ERD (T5T6049)
ERD (T5T6049)
ERD {T516049}
ERD (T516049)
ERD (TsT6049)
ERD (15T6049)
ERD (rsT6049)
ERD (rsT6o49)
ERD {TST5049)
ERD (rsr6049)
uL, LLc. {QUA9625)
UL, LLC. {AUA9625}
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
Reference
s40540.02.13-1
s40540.11.13
s40540.03.14
sM870.O4.14-2
s4487A.O4.7+3
s44870.04.1.4-1
s4r'.870.04.1+4
543530.02.1.4-1-R1
s43530.05.14
s40540.10.14
sc7645.O2.L5
5C8520.04.1s
sc14045.05.17-R1
Multipl+ Listing R16814
Service Confirmation
4.PRoDUCT DESCRIPTION:
4.1 Tri-Buih 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 Dt97O.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SB5 modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 7AL2.
4.3 Tri-Built Smooth HT 5/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. NeitherTrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or pievious 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 Reporu refer to current Approved Roofing Materials
Directory for fire ratings of this product'
5.
Exterior Research and tlesign, LLC.
Certificote ol Authorization #9509 5s EDtfloN (2017) FBc NoN-HvHz EvAtuATloN
TRI-BUItT Roof Underlayments; (800) 516-12185
Evaluation Report M2!80.10.12-R5
Ft1604&R6
Revision 6:09125/2017
Page 2 of 5
5.5
TRINITY ERD
5.4 TRI-BUILT Roof Undertayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. lf 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.
Allowable Roof Covers:
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TasLE 1: RooF CovER Omols
Underlayment Asphalt
Shingles
Nail-On Tile Foam-On Tile Metal Wood Shakes
& Shingles Slate
Tri-Built Sand-R SA Shingle
Underlayment Yes No No No Yes Yes
Tri-Built S/A HT TU
Underlayment
Yes Yes
Yes
See 5.5.1
Yes Yes Yes
Tri-Built Smooth HT S/A
Underlayment
Yes No No Yes Yes Yes
TABLE 1A: ALtowABrE Tlu ADHEsIvE / UnornurYmeilr CoMBrNATloilsl
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyseto AH-160 F15332 Tri-Built S/A HT TU Underlayment
Dow TileBond'"FL22525 Tri-Built S/A HT TU Underlayment
5.6
5.6.1
5.6.2
Allowable Substrates:
Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built SIA HT TU Underlaytnent or TrFBuilt Smooth HT 5/A
Underlayment applied to:
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUIIT 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,
Bond-to-lnsulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri'Built Smooth HT SIA
Underlayment applied to:
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacture/s Product Approval. For installations
under foam-on tile systems (TrFBuilt S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
1 Refer to Tile Manufocturels or Adhesive Manufacture/s Florida Product Approva! for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC.
Certifrcote oI Authoilzation 119503 6n EDrroN (2017) FBc NoN-HvHz EvALUAT,oN
TRI-BUILT Roof Underlayments; (8&)) 515-1485
Evaluation Report A42960.10.12-R5
Ft150lt&R6
ReYision 5:09/2512017
Page 3 of 6
5.5.3
Base Sheet:
Exterior Research and Design, LLC.
Certiftcdte ol Authorization #9503 E * EDtIoN (2017) FBc NoN-HvHz EvAtuATlgl\l
TRI-BUltT Roof Underlayments; (8&)) 515-1rt85
Eyaluation Report A42960.10.12-R6
F11504&R6
Revision 6:09/2512917
PaEe 4 of 5
5.6.4
TRINITY ERD
Bond to Mechanicallv Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or TrFBuilt Smooth HT S/A
Underlayment applied to:
> ASTM D226, Type I or ll 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,ftRl April 2012 (04-
Lzl.
Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSAITRI April 2O12 tO4-12)
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 (O4-L2l and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-I,21, Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
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.
Maximum Design Pressure = -67-5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 500c
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered.
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 Desien Pressure ='60.0 psf:
Deck: Min. 19132-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps {FBC 7517.5.2} spaced 5-inch o.c. at the -inch laps and 5-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built SIA HT TU Underlayment, self-adhered.
#L
#2
#3
TRINITY ERD
5.6.4.L For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2oL2 (04-121, 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. ln 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 WDl, FM Loss Prevention Data Sheet 1'29 and Roofing
Apptication Standard RAS 117. Assemblies marked with an asterlsk* carry the limitations set forth in
' Section 2.2.LO.1of FM Loss Prevention Data Sheet 1-29 (January 2015) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 3Odays after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippaee Limitations fiAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABIE 2: TIIE SUPPAGE UM|TATIONS FOR DIRECT-DECK TILE INSTAU^NONS
Underlayment Tile Profile Staging Method Maximum
Slope
Tri-Built 5lA HT TU
Underlayment
Flat Max. 10-tile stack 6:12
Lugged Max. 1O-tile stack 5:72
Lugged
Max. 1o-tile stack (bottom 2-tile stack
shall be inverted, followed by I tiles high
on slope, as shown below)
6:12
--_-__________f
Exterior Research and Design, LLC.
Certifi cate ol Authorizotion llStSOS 6B EDITloN (2017) FBc NoN-HvHz EVALUATIoN
TRFBUILT Roof Underlayments; (800) 516-1t185
Evaluation Report A42950. 10.12-R6
F116048-R6
Revision 6:09/2512017
Page 5 of 6
TRINITY ERD
6. lrsraumoru:
6.L 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 5A Shinsle 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 Table
1507.1.1 for the type of prepared roof covering to be installed.
6,3.2 Non-Tile aPPlications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours'
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements'
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c'
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Apolications (TrFBuilt S/A HT TU Underlavment onlvlr
Reference is made to FRSA/rRI April 2012 (04-121 lnstallation Manual and Table t herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5,5.4 herein for wind resistance limitations that
fall outside the scope of FRSAfRI April 2012 {Orl-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. BUTLDTNG PERMr REqUIREMENTS:
As required by the Building official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PIANTS:
Gulfport, MS
9. quAUwAssuRANcEEilrlrY:
UL LLC - QUA9625; t3t4l57544A6; k.chancellor@us.ul.com
END OF EVAIUATION REPORT -
Evaluation Report M2950. 10. 12'R6
Ft150rt&R5
Revision 6: O9l25l2017
PaEe 6 of 6
Exterior Research and Desitn, LLC.
CertificaE ol Authotizotion #gN)Z 6n EDtloN (2017) FBc NoN-HvHz EvALUATIoN
TRFBUILT Roof Underlayments; {8{ro) 515-1485
8t16t2018 Florida Building Code Online
IProduct Approval
lusER: pubtic use.
Prg.dJs!-App&valu3ru >
FL#
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
BCIS Home Log In User Registction Hot Topics Submit Surcharge Stats & Facts Publicatioos Contact Us BCIS Site Map Links Search
* 'riirll f'tlrrrftl! ,;. I'
- '--
-,.lr
Year
2015
2005
20lL
z0lz
2012
> ApplgelLg!-tl5! > Appllcauon Detall
F116048-R6
Revision
20t7
Approved
Tri-Built Materials Group, LLC
PO Box 70
Rutherford, Nl 07070
(800) s16-1485
david.ruiz@tribuiltmg,com
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, Nl 07073
{zot) 842-2449
david. ruiz@tribuiltmaterialsgroup'com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59156
UL LLC
07/t8/2O2O
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI Nieminen.pdf
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of IndePendence
Referenced Standard and Year (of Standard)Standard
ASTM D1970
ASTM G155
FM 4474
FRSAITRI April 2012 {04-72)
uL 1897
Equivalence of Product Standards
Certified BY
https:l/www.floridabuitding.orgiprlpr-app-dtl.aspx?param=wGEVXQwIDqtFPmdYiNDWrwipmtAnRSjvgFiYHTk4FLCxcqVtRhfvMwo/o3d%3d 1t2
ssronS eg6tr
8t16t2018 Florida Building Code Online
Method 1 Option D
09125/2017
to/or/2ot7
LO/03/2017
t2/72/2Ot7
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summa of Products
lrlodel, Number or Name
Lamits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-150
Other: 1.) The design pressure noted herein pertains to use of
foam-on tile systems overtop the self-adhering underlayment
for one particular application, See ER section 5.6.4 for details.
2,) Refer to ER Section 5 for other Limits of Use.
Description
Installation Instructions
EL16O48 R6 II 2017 09 FINAL ER TRI.
BUILT UN DERLAYII4ENTS Fl16048. R6. p-elf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL16O48 R6 AE 2017 09 FINAL ER TRI-
BUILT UNDERLAYMENTS FLl6048-R6. PJJ
Created by Independent Third Party: Yes
t:]E
ee.!!e.4-u.E::
The State of Florlda is an AA/EEO employen
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mail to this entity. Instead, contact the office by phone or by tmditional mail. If you have any questions, please contact 850.457.1395. *PuEuant to Section 455.27517),
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provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please
provide the Department with an email addre$ which Gn be made available to the public. To detemine if you are a licensee under Chapter 455, F.S', please click hCIg-,
Product Approval AsePts;EE@EE
Credit Cerd
Sate
TRI-BUILT Roof Underlayments I Self-adhering, modified bitumen roof underlayments
hftps://www.floridabuilcling,org/pr1pr_app-dtl.aspx?param=wGEVXQwtDqtFPmdYiNDWrwipmtAnRBjWFiYHTk4FLCxcqVtRhfvMw%3d%3d 2t2
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