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FL #
FL16048-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterlaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/29/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy
Certificate of Independence
Referenced Standard and Year (of Standard)
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Year
2015
2005
2011
2012
2012
Equivalence of Product Standards
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
i,
FL # Model, Number or Name Description III
16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions jl
Approved for use in HVHZ: No . FL16048 R6 II 2017 09 FI AL ER TRI-
Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FLi6048-R6.pdf
Impact Resistant: N/A Verified By: Robert Nieminen, PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports
foam -on tile systems overtop the self -adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI-
for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-116.pdf
2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Thi"rd� Party: Yes
FBack Wext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1&
1
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccesslI
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pi
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85(
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a
provided may be used for official communication with the licensee. However email addresses are public record. If you do r
provide the Department with an email address which can be made available to the public. To determine if you are a license
Product Approval Accepts:
r r-
Credit Card
Safe
y Statement :: Refund Statement
c-records request, do not send electronic
37.1395. *Pursuant to Section 455.275(1),
:mail address if they have one. The emails
wish to supply a personal address, please
ender Chapter 455, F.S., please click here .
EXTERIOR RESEARCH & DESIGN, I.I.C.
_ Certificate of Authorization #9503
TRINITYERD 353 CHRISTIAOXFORD,�,N STREET�CT 6478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
Evaluation Re
Date of
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations
construction materials in the State of Florida. The documentation submitted has been reviewe(
P.E. for use of the product under the Florida Building Code and Florida Building Code, Resi
products described herein have been evaluated for compliance with the 6th Edition (2017) 1
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Ass
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) cl
Quality Assurance documentation changes, or provisions of the Code that relate to the product c
this Evaluation Report by the named client constitutes agreement to notify Robert Niemine
changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a cc
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done ii
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user b
its distributors and shall be available for inspection at the job site at the request of the Building (
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing w
P.E. on 09/25/2017. This does
document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any cc
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it i
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing of
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 th
product.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the D,
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design
specifically for that purpose.
A42960.10.12-116
FL16048-R6
ance: 10/25/2012
)n 6: 09/25/2017
erning the use of
Robert Nieminen,
tial Volume. The
da Building Code
rice Agency noted
Iges, the referenced
nge. Acceptance of
P.E. if the product
olete review of this
iay be displayed in
s entirety.
he manufacturer or
cial.
zed by Robert Nieminen,
as an electronically signed
i manufacturing or
tes.
buting products for
oval process of the
r of Record for any
nce unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT N
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Bui
in accordance with the following Standards. Compliance is subject to the Installation RegL
Conditions of Use set forth herein.
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
Enti
ERD (TST6049)
ERD (TST6049)
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, LLC. (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 April 2012 (04-12)
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmation
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforc
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1S
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric
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 reinforl
modified bitumen roof underlayment; meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.
Designer of Record for any project on which this Evaluation Report, or previous
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 Apprc
Directory for fire ratings of this product.
Exterior Research and Design, LLC.
Certificate of Authorization #9503 GP EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
ERD
Group, LLC, have
ie through testing
;and Limitations /
Year
2011
2012
2005
2015
2012
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
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
sand -surfaced, SBS
SBS modified
film -surfaced, SBS
re, in any way, the
ons thereof, is/was
Roofing Materials
2eport A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 2 of 6
- T INITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover WY ere the product is
specifically referenced within FBC approval documents. If not listed, a request II ay be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with suipporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1 ,RooF CoaORnols
. 9.. _.
ood
Underlayment h Asphalt
Nail-On Tile Foam -On Tile Metal W& Sh Shakes Slate
ingles
ngles
Tri-Built Sand-R SA Shingle Yes No No No eas YYes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment I I
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A. Au owaBLETiLE ADHESIVE / UNDERLpYMENT COMBINATIONS)
.." . . _L _. _ .. _
; .
Adhesive
Florida Product Approval
Underla menu
Y
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBoncl '
FL22525
Tri-Built S/A HT TU 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 Tri-Built Smooth 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; 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 App )oval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation ttachment 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.
�I
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-1116
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION I FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
T INITY 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:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer lihall be attached per
minimum codified requirements. For installations under foam -on tile systems ( ri-Built S/A HT TU
a
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12). N
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 ion the systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are, used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind loads are,
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 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures. 1I II
#1 Maximum Design Pressure = -45.0 psf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction
of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
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 HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-si,
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and d
adhesion. All sheathing fasteners shall be driven flush with
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 thoi
roller and/or weighted roller to ensure there are no voids, ar
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 &
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached ti
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, LLC.
Certificate of Autharization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
p) to meet project
; that may inhibit
surface. All sharp
roll using hand
re there are no
of Authority
nails (FBC 1517.5.1)
6-inch o.c. in three,
FL16048-R6
Revision 6: 09/25/2017
Page 4 of 6
'�. TRINITYERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (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 ariud 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
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 (January 2016) for Zone 2/3]gIphancements.
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 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days, after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maxi � lum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens duringIII loading of the roof
tiles.
Underlayment
Tri-Built S/A HT TU
Underlayment
Tile Profile I Staging Method
Flat Max.10-tile stack
egged Max.10-tile stack
Max. 10-tile stack (bottom 2-t
shall be inverted, followed by 8
on slope, as shown belo
Lugged
Exterior Research and Design,LLC.
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Maximum
Slope
6:12
5:12
tack
high
6:12
Evaluation (Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
i
TRINITY ERD
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
111
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shinkrle Underlayment, Tri-Built S/A HT TU Underlayment or Trli (Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 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. Vertic'all 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.
I ' I
6.3.3 Tile Applications (Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) 4nstallation 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.
S. MANUFACTURING PLANTS:
Gulfport, MS
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 A42960.10.12-R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6