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Ir ((�j��' Product Approval
L'yF j' `i. USER: Public User
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7�rvlvil ar , e d rtn•w > r.. uI or knob<atlan ^x ,trni� > R I :Kj! 1.14t > Application Detail RECEIVED
tLpR _ FL x FL16048-R6 0
y` Application Type Revision MAY 3 12018
Code Version 2017
Application Status Approved
51`. Lucie Country, Permitting
Comments
Archived c
Product Manufacturer ITri-Built Materials Group, LLC
Address/Phone/Email IPO Box 70
Rutherford, NJ 07070
{800}516-1485
david.ruiz@tribuiltmg.com THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Authorized Signature David Ruiz REQUIRED BY FIELD INSPECTORS THAT
david.ruiz@tribuiitmg.com MAY BE NECESSARY IN ORDER TO
Technical Representative David Ruiz COMPLY WITH ALL APPLICABLE CODES.
Address/Phone/Email 2150 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.com
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
CONCEALED FASTENERS OR ATTACHMENTS
Roofing ARE THE RESPONSIBILITY OF THE
Und. erlayments CONTRACTOR OR RECORD
Evaluation Report from a Florida Registered Architect or a Licensed
Floilda Professional Engineer
L..,' Evaluation Report - Hardcopy Received
Robert Nieminen
L66 UL.LC, FILE COPY
UL LLC
07/18/2020
John' W. Knezevich, PE
`,' Validation Checklist - Hardcooy Received
.'l:::>,1i4�8 2� COT 20f7 Ol CD[ Nieminen.ndf
Referenced Standard and Year (of Standard) Stan .ard Y-qp-r
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012 (04-12) 2012
UL 1897 (� ,y !, / 2012
Equivalence of Product Standards S C, 1Z I 1 — C� v�� ✓ r7 %
Certified By SSIII��a
Sections from the Code ST. LUCIE COUNTY BUILDING DIVISION %
REVIEWED FOR COMPLIANCE
REVIEWED �
DATEjilf
PLANS AND PERMIT MUST BE KE ON JOB
SITE OR NO INSPECTIONS) WILL BE MALE
I
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary, of Products
r a
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/1017
FL #
Model, Number or Name
Description
1604.$.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Et_1f1048 REi II 2017 09 FINAi.� P TPt-
Approved for use outside HVHZ: Yes
RIM t,�tNtIFi21..d„ v -,r., ,Ii,I ,,,yi. f LiDA )--tfi;l?{If
Impact Resistant: N/A
Verified By: Robert Nieminen PE-99166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains
to use
Evaluatiovi,Reports
of foam -on tale systems overtop the self -adhering
l
i LI 6048 R6 A- 2017 (19 FINAI_f, iR TRI-
underlayment for one particular application. See ER
Section
BI ril T t t�.JERL Y_M, a
5.6.4 for details. 2.) Refer to ER Section 5 for othdr
Limits of
Created by Independent Third Party: Yes
U,e` _ .—.---..--
[3ack t¢oxt
Contact Us.:: 2601 Flair Stone Road, Tallahassee FL 32399 Phone: 850-487--1824
The State or Flo, da is an AAIF.F.O ernpivyer. Co €, ht 20072
aw013 State rf Florida. ;; Privacy Statement:: Aaessipliity Statement :: Refund Statement
under Florida l, email addresses are public records. If you do not want your a -mall address released is response to a public -records request, do not: send electronic
mail to this entity. Instead, wntact the office by phone or by traditional mail. If you have any questions, please. contact 650.487.1395. *Pursuant to Section 455.275
(1), Florida Sta:otes, effective October 1, 2012, licenseeslicensed tinder Chapter 455, F.S. must provide the Department with An email address If they have one. The
errtails provided may, be. used for official coiamunicatino with the licensee. Howeveremoil addresses are public record. It pou,do not wish to supply a personal address,
please provide the Department with an email address which can b !made available to the public. To determine it yriu area Ocepsee under Chapter 455,. F.S please
click here_.
Product Appp�,rr,�.1 Accepts:
I
ER 0
Credit Card
Safe
{
Sw8 bS..±' t, TRINITY[
i
EVALUATION REPORT
..........
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.10.12-116
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 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
I
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 I 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 j !ob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
SA'C.i?ir u
Robert J.M. Nieminen P.E.
`' °� '"'-"'
�
rn .���' Thelacsimile iealappeafing was authorfted In/tiohertNieminen,
Florida Registration No. 59166, Florida DCA ANE1983
F.E. on 09/251201y. This does not serve as an electronicath, signed
document.
CERTIFICATION OF INDEPENDENCE: I
1. Trinity IERD 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. Trinity 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 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.
ERD
I
ROOFING COMPONENT EVALUATION:
I
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 sectiohs of the 6th 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.
i
2. STANDARDS:
Section
1.504.3-.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. (QUA962S)
UL, LLC. (QUA9625)
Property
Wind Resistance
i
Wind Uplift I
Accelerated Weathering
Physical Properties',
Physical Properties
I
I
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
540540.03.14
S44870.04:14-2
544870.04.14-3
S,44870.04.14-1
S44870-04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04AS
SC14045.05.17-R1
Multiple -listing R16814
Service Confirmation
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
02/1312015
OS/27/Z015
06/07/2017
12/10/2015
Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlaymenti is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a136-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced; SBS modified
bitumen roof underlayment; meets ASTM Df970 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..
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'i 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 HVHZjurisdictions.
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, LLC. Evaluation Report A42960.10.12-116
Certificote of Authorization #9503 6" EDITION (2917) FBC NON-HVHZ. EVALUATION Fl i(5048-R6
TRI-BUILT Roof Underlayments; (800).516-1485 Revision 6: 09/25/2017
Page 2 of 6
IZ
I
J ERD
i
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. I
5.5 Allowable Roof Covers:
r a
... . w. • ".L .... B na„. ..w, ,.y ......, to , a.-... ..... r ..... ....... h . � wig
Asphalt
Underlayment I Shingles
Tri-Built Sand-R SA Shingle
i Yes
Underlayment
Nail -On Tile
No I
I Foam -On Tile
! No
Metal
No
Wood Shakes
&Shingles
Yes
Slate
Yes
Tri-Built S/A HT TU Yes
1 Underlayme.
:.
Yes
Yes
See 5.5.1
Yes
Yes
Yes
rBr t oath} / Yes
U d ,layer t ..
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
_. € Tt1aLE
( k.
1A `ALYOWABLE TILE AUHESII/Er UN[}ERLAYArIENT COIVIBINAT{oNSl is . ; t ,'
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polysete AH-160
FL6332
I Tri-Built S/A HT TU Underlayment
Dow TileBond'"
FL22525 JTri-Built
S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, I ri-Built S/A N I W 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 brimed 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 tonlgue-and-groove board decking be covered with plywood or
OSB prior to installation of the self -adhering ul derlayment.
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 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 ins ulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix-J.
i
z Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Pro ductApprovai forOverturning Moment Resistance Performance.
Exterior Research and Design, LLC. IEvaluation Report A42960.10.12-R6
Certificate OfAuthofization #9503 bsk{ EDITION (2017) FBC NON-WkZ EVALUATION Ft.16448-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/2S/2017
Page 3 of 6
1
TRINITY] ERD
5.6.3 Bond to Mechanically Attached Base Layrer:
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 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 ipath. 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 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).1 Refer to FRSA/TRI April. 2012 (04-12), Appendix A, Table 1A oi-
FBC 1609 for determination of design wind !pressures.
#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 5/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-BuiltS/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-side up) to meet project
requirements to satisfacticio 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 roil 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 of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization N9503 6"' EDITION (7017) FBC NON-tiVii2 EVALUATION FL76048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure fo-theselected 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 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPkI 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 (January 2016) 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 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 FRSAITRI 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.
,,, „ , , "_ ,' „ 7ABI.E-2 TIlli $llFPl#Gti LlN117A'fIONSFOR DIR1:Cf"DE�x
`FILE INST'ALLATI�N5
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)
Tri-Built HT TU
S/A
Underlayment
Lugged
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6Y" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800),516-1485 Revision 6: 09/25/2017
Page 5 of 6
¢ F d
"INITYIERD
I
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 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 t'he requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof cohering 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 partto 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 3tinches, 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 requiremlents.
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 finch 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 HTTU 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.
For foam -on the 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 —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. I Evaluation Report A42960AD.12-116
Certificate of Authorization #9503 6' + EDITION (2017) FSC mbN-liViiZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6