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FL# FL16048-R
152 Application Type Revision
Code Version 2017
i Application Status Approved
Comments
Archived
I •
Product Manufacturer Tri-Built Ma erials Group,LLC
i
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516- 485
david.ruiz@ tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz @ tribuiltmg.com
Technical-Representative David Ruiz
i Address/Phone/Email 250 Route 7 North
East Rutheiford,NJ 07073
(201)842- 449
david.ruiz@ tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlaym nts
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
ProfessionE I Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nie inen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/202
Validated-BY: John W. Kn zevich,PE
Validation Checklist-Hardcopy Received
i
Certificate of Independence FL16048 P6 COI 2017 01 COI Niemin n.pd
i
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G15 5 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL1897 2012
Equivalence of Product Standards
Certified By
hfps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWnnri mtAnR8jv9FYHTk4FLCxcgVtRhfvMw%3d%3d 1/2
6/20/2018 Florida Building C de Online
Sections from the Code
Product Approval Method Method 1 O tion 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
FL# Model,Number or Name escription
16048.1 TRI-BUILT Roof Underlayments elf-adhering,modified bitumen roof underlayments
Limits of Use nstallation Instructions
Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes WILT UNDERLAYMENTS FL16048-R6.pdf
Impact.Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party:Yes
j Other: 1.)The design pressure noted,herein pertains to use valuation Reports
of foam-on tile systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application.See ER Section WILT UNDERLAYMENTS FL16048-R6.pdf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
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Contact Us::2601 Blair Stone Road Ta la iassee FL 32399 Phone:850-487-1824
! _ The State of Florida i5 an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-ma I address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.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 Clapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.F owever email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which an be made i vailable to the public.To determine if you are a licensee under Chapter 455,F.S.,
please clicc here.
Product Approval Accepts:
F� eCfik
M 'Crede Card
-S fe
https://wAfw.floridabuilding.org/pr/pr app_dfl.aspx?param=wGE\/XQwtDgtFPmdYNDWrmi mtAnR8jv9FYHTk4FLCxcgVtRhfvMw%3d%3d 2/2
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
N STREET, UNIT#13 TRIflI�l1� ERD 353 CHRISTIAOXFORD,CT 6478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-116
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516:-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the appli able rules and regulations governing the use of
construction materials in the State of Florida.The documentations bmitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and lorida Building Code, Residential Volume. The
products described herein have been evaluated for compliance w th the 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayment5
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 changE s. 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 thewords "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displ iyed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shz II be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at 1he request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by: ���,,,•:==jftr�, -.
a ,
'��• : ,ter,.
j —
Robert J.M.Nieminen,P.E. �'!rs`+^\>t ;�•� The facsimileseal a Barin was Robert Nieminen,
., n+unn PP B y
Florida registration No.59166 Florida DG4 ANE1983 P.E.on 09/25/2017.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 acqui e, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by any company manufac uring or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest ill 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 i any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Niemi ien, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/ s used for permitting or design guidance unless retained
specifically for that purpose.
t
TRINIW I ERD
,ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as p oduced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6`hI clition(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.
2. STANDARDS:
Section Property Standard Year
I 1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14^4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a selfdhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch s ieet 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 I RSA/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 DI 970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IE RD 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
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ ElfALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(80 )516-1485 Revision 6:09/25/2017
Page 2 of 6
Q1
TRINITY l ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documen s. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on thi evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
w TABLE_1: ROOF,COVER PTIONS
-
Underlayment Asphalt Nail-On Tile Foam- n Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No o No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes es Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Appro ed tile adhesives/underlayment combinations.
'-TABLE 1A:ALLOWABLE TILE ADHESIVE/-�UN ERLAYMENT COMBINATIONSi` . ..
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tii-Built S/A HT TU Underlayment
Dow TileBoncl" FL22525 Ti!-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 s ructural concrete.
While not required over plywood,OSB or Southern Yel ow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover s 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 in of the self-adhering underlay ent.
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 prepar d roof coverings, insulation shall be attached per
minimum requirements of the prepared roof coverinf 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 instal ed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix Dor TAS 114,Appendix J.
'Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product proval for Overturning Moment Resistance Performance,
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization x/9503 6n'EDITION(2017)FOC NON-HVH2 ALUATION FL16048-116
TRI-BUILT Roof Underlayments;(80 )516-1485 Revision 6:09/25/2017
Page 3 of 6
\-JTRINITYIERD
I
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built Sy A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
i For installations under mechanically attached prepar d 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- n Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlay ent 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 fTRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the res It 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 F SA/TRI April 2012(04-12),Appendix A,Table 1A or
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 E ERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, elf-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet proje t requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, elf-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX pl ood (may be installed C-side up) to meet project
requirements to satisfaction of Autl ority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly clea ied 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 PRIM R
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller toe sure 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 Sop -G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced -inch o.c.at the 4-inch laps and 6-inch o.c.in three,
equally spaced rows in the center o the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment, elf-adhered.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ ALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(80 )516-1485 Revision 6:09/25/2017
Page 4 of 6
v
TRINITY I ERD
5:6.4.1 For mechanically attached Base Sheet,the maximum d sign pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table IA.
Alternatively, the maximum design pressure for the s lected 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 p ofessional to resist the elevated pressure criteria.
i Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked Nith an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-2 (January 2016)for Zone 2/3 enhancements.
5.3 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 exp sed for longer than 180-days after installation.
5.8 Tile Slippage Limitations TAS 103 per FRSA TRI A ril 2012 12 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: TILE SLIPPAGE LIMITATIONS FOR DI ECT-DECK TILE INSTALLATIONS. :.
Underlayment Tile Profile Staging Method Maximum
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)
i
Tri-Built S/A HT TU �`
Underlayment
Lugged k .
t
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ ALUATION FL16048-116
TRI-BUILT Roof Underlayments;(80 )516-1485 Revision 6:09/25/2017
Page 5 of 6
F)o
TRINITY JERD
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,anc prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underla ment Tri-Built S A HT TU Underla ment or Tri-Built.Smooth HTS A
Underlayment•
6.3.1 Shall be installed in compliance with the requirem nts for ASTM D1970 underlayment in FBC Table
1507.1:1 for the type of prepared roof covering to be ii stalled.
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, pe ]-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 s ams 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 plac , 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 HT TU Underla ment o I :
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 Se tion 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 Jurisdic ion 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 R PORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ E ALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800 516-1485 Revision 6:09/25/2017
Page 6 of 6