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Florida Engineer or Architect Name who developed
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Referenced Standard and Year (of Standard)
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Sections from the Code
FL16048-R6
Revision
2017
Approved
Trl-Built Materials Group, LLC
P0 Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmaterialsgroup.com
ROoflno
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
; I Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
'v' Validation Checklist - Hardcopy Received
FL16048 R6 C012017 01 Col Nieminen.Ddf
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 10ption D
O9|2:5/2JJT]
10/01/2017
10/03/2017
T2/L2|TfJL]
summary oT I.roauc(s
FL#Model, Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhenng, modlfled bitumen roof underlayments
Limits of use Installation lnstructiong
Approved for use in H VHZ: No FL16048 R6 11 2017 09 FINAL ER TRI-
Approved for use outside Hvllz: Yes BUILT UNDERLAYMENTS FL16048-R6.Ddf
Impact Resistant: N/A Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one pa rticular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6`Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent lliird Party: Yes
Use.
I[1
Contact Us :: Z601 Blalr Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The Stets of Florida is an AA/EEO employer. CoDyriaht 2007-2013 State Of Florida. : : Privacy Statement : : Accesslbintv Statement : : Refund Statement
under Florida lew, email addresses are public records. If you do not want your e-mall address released in response to a public-records reciuest, do not send electronic
mall to this entity. Instead, contact the office by phone or by tradltlonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an ernaH address if they have
one. The emalis provided may be used for official communlcation with the llcensee. However email addresses are publlc record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made avallable to the public. To determlne if you are a licensee under Chapter
455, F.S., please click be[g.-
Product Appro`/al Accapt!:
Em RE fiill RE E
Credit CarclSate
TRINlrv
EVALUATION REPORT
ERD
EXTERloR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
TRl-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of lssuance: 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.
DESCRlpTloN: 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 "Trinity| 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,
INspECTloN: 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.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
i~...;i5;i';`':;;i;i,;:5`t:``;i.`
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity|ERD 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 orcontrolled byany 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|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.
`\NjAJ!;!j\+i|N|TY[RD
Compliance Statement: TRl-BUILT Roof Underlayments, as produced by TRl-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections 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.
ROofing
Underlayment
ROOFING COMPONENT EVALUATION :
1. ScOpE:
Product Category:
Sub-Category:
2. STAN DARDS :
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1,1507.2.9.2
1507.3.3
3. REFERENCES:
EEtity
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)
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
FRSAITRI 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-RI
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC 14045.05 .17-R 1
Multiple-Listing R16814
Service Confirmation
Date
Firy9iroT3
11/19/2013
cei2:€nfjLA
04NhnfliA
04|Ol|2:I)L4
04/10/2014
04/10/2014
05/14/2014
U5|2:&|2;OLD
10/31/2014
on|T3|2oT5
ciF. I 2] a:I.T5
ce|or|2:fjT]
T2icon:fiT5
Exp.CJilN8/2!ff2fJ
4. PRODUCT DESCRIPTION:
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 fabric surfaced, SBs modified
bitumen roof underlayment; meets ASTM D1970 and FRSAFTRI April 2012.
4.3 Ti'i-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
5. 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 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.
Certif icate of Authorizat.Ion #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A4Z960.10.1Z.R6
FL16048-R6
Revision 6: 09/25/2017
Page 2 of 6
;i,i``i-ilNITYtRD
5.4 TRl-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,
Allowable Roof Covers:
TABLE 1: RcoF COVER OPTIONS i
Underlayment AsphaltShingles Nail-On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate
Tri-Built Sand-R SA Shingleunderlayment Yes No No No Yes Yes
Tri-Built s/A HT TU Yes Yes
Yes
Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/AUnderlayment Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile'' is limited to use of the followingApproved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE /UNDERLAYMENTCOMBINAT|¢NSL
Adhesive I:lorida Product Approval Underlavments
lcp Adhesives Pctlyset® AH-160 FL6332 Tri-Built S/A HT TU underlayment
Dow TileBond"FL22525 Tri-Built S/A HT TU underlayment
5.6 Allowable substrates:
5.6.1 Direct-Bond to Deck:
5,6.2
Tr[i-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, TRl-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRl-BUILT Materials Group, LLC requires tongue-andngroove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
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 insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC.
Certificate of Authorizatio n ve503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.1Z.R6
FL16048-R6
Revision 6: 09/25/2017
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied tc):
> ASTM D226, Type I or 11 felt.
For installations under mechanicaHy 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 underlavment svstems in Foam-On Tile Aoplications: FRSAnRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foamron 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 Aprft 2012 (04-12) and are used in foamron 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 (04-12), Appendix A, Table lA or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design pressure =45.0 pst:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority
HavingJurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
underlayment: Tri-Built s/A HTTU underlayment, self-adhered.
#2 Maximum Design pressure=-67.5psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
underlayment: Tri-Built s/A HTTU underlayment, self-adhered.
#3 Maximum Design pressure =-150.Opsf:
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,
Deckpreparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surfece. All sharp
splinters and wood proj.ections 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.
ffl Maximum Design pressure=-60.Oosf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Ju risdiction.
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.
Certificate of Authorlzat`Io n #9503 6" EDITION (2017) FBC NON-H-V-HZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A4Z960.10.12-R6
i:L16048-R6
Revision 6: 09/25/2017
Page 4 of 6
l'i,.`(\
\````!; TRINITY [RD
5.6.4.1 For mechanically attached Base sheet, the maximum design pressure for the selected assembly shaH meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table lA.
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 ANsl/SPRI WD1, FM Loss Pi.evention 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 TI.le Slippage Limitations (TAS 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.
TABLE 2:TILESLIPPAGELIMITATIONSFORDIRECT-DECKTILEINSTALLAtloNS
Underlayment Tile Profile Staging Method MaxSl imumOpe
Tri-Built S/A HT TUUnderlayment
Flat Max. 10-tile stack 6:12
Lugged Max. 10-tile stack 5:12
Lugged
Max.10-tile stack (bottom 2-tile stackshallbeinverted,followedby8tileshighonslope,asshownbelow)
6:12
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Exterior Research and Design, lLC.
Certificate Of Autl.orizatio n sO503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A4Z960.10.1Z-R6
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
A,L.,:.` TRINITYfRD
6. I NSTALLATION :
6.1 TRl-BUILT Roof Underiayments shall be installed in accordance with TRl-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 Trl-Built sand-R SA shlnlle und®rl-vmem, Trl-BuiH: S/A HT TU underi.vm_.nt or Trl-Bullt smcoth HT S|£±
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 aDolications:
While priming is optional, TRl-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, peelroff 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, con figured 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
TRl-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 APDlications ITri-Built s/A HT TU underlavment 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 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. I\/lANUFACTURING PLANTS:
Gulf port, MS
9. QUALITY ASSURANCE ENTITY :
UL, LLC -QUA9625; (314) 578-3406; k.chancellor@us.ul.com
-END oF EVALUATloN REroRT -
Exterior Research and Design, LLC.
Certificate of Authorrzat[on #95o3 6" EDITION 12017} FBC NON-HVHZ EVALUATION
TRl-BUILT R;of Uhderlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 6 of 6