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FL FL16048-R6
Application Type Revision
' c
Code Version 2017
c Application Status Approved
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Archived
Product Manufacturer Tri-Built.Materials Group,LLC
Address/Phone/Email, PO Box 70
Rutherford,N3 07010
i
(800)516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
I
.`u david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
x East Rutherford,NJ 07073
(201)842-2449
david.ruin@tribuiitmaterialsyroup.com
' Quality Assurance Representative
Address/Phone/Email
t Category Roofing
r Subcategory Underlayments
Compliance Method Evaluation.Report.from a Florida Registered Architect or a licensedilFlorida
Professional Engineer
�+ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
z the Evaluation Report
A 1
i,.
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By. John W.Knezevich,.PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048, R6 COQ 01 COI Nieminen.odf
r
Referenced Standard and Year(of Standard) Standard Year
' ASTM D1970 2015
ASTM G155 2465 R
. ' FM 4474 2011
w
t«. FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
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https:/Iwww.floridabtiliding.org/pr/pr_app_dii.espx?pararn=v.•GEV...gtFPmdYiNDWrwipmtknR8jv9FiYHTk4FLCxcgVtRhfvklw%3d%Sd 311511i�,3:54 PM
?age 1 of 2
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Equivalence of Product Standards
Certified By
` w Sections from the Code
i
I
t Product Approval Method Method'1 Option D
Date Submitted. 09/25/2017
Da
i
to Validated, 10/01/2017 I
Date Pending FBCApproval 10/03/2017
Date Approved. 12/12/2017
Model,Number or'Nan a Descnpt1on:
16048.1 TRI-BUILT Roof.Undarlayrrents Self-adhering,modified bitumen roof underlayments
�,.
r,. r Limits of Use Installation Instructions
Approved for use in HVHZ:No .FL16048"R6 II 2017 09_FINALER- TRI-
Approved for use outsid4.HVHZ-Yes BUILT IiNDER oYM NT F 1F048-R6 Ddfodf
Sr' Impact Resistant-N/A Verified By:Robert Nleminen PE-59166
- Design Pressure:+N/AJ=150 Created by Independent Third Party:Yes
r a= Other:1.)The;design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 Sr. AE 207 04 ER
underlayment for one particular application.See Ell Section BUILT UNDERLAYMENTS F 6046-R6 pdf-
5,6.4 for details.2.)Refer to ER:Section 5 for other Limits of Created b Independent Third
Y P Party:Yes
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contact Us x,601 Blair Stgne Road-Tallahassee FL 32399
Phone:.850-487-1824
# The State of-Ho rida is an AA(EEo employer.t-QpMoht 2002- 01:i ate of Florida :.Privacy statement::Acm<sibility tat m n :;Ref
-tjpd.5jatem ont,
,t �� � r
� � Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,,do notsend electronic
mail to this entity..,Instead,contact the office by phone or by traditional mall:jf you have'any'questions,please contact§50.487.1395.'!Pursuant to Section'
455.275(1),Horida.Statutes,effective.October 1,2012,licensees licensed,under Chapter 455,F.S:must provide the Mpartment with an email address if they have
t one.The emalls provided may be used far 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 address which can be made avallable to the public.To determine If you area licensee.under chapter
rv, r s 455,F.S.,please crick,here: ..
"!v-
Product
Approval Accepts
Credit Card
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P g gJp/pr app_dtl.aspx.param-�jDEV...gtFPmdYi1qDSNrwipmtknR8jv9FiYHTkkFLCxcgVtRhfvMtv%3d%,3d 3/15119,3:54,ath
Page 2 of 2
F
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization##9503
353 CHRISTIAN STREET, UNIT91.3
i! 8 OXFORD,CT 064478
(203)262-92al S
EVALUATION REPORT j
TRI-BUILT Materials Group,LLC Evaluation Report A42460.10.12=R6
RO Box 70 FL16048-116
Rutherford,N107070 Cate 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 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 a Edition (2017) Florida:Building Code
sections noted herein. I
i
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
t
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. Trinityl ERD requires a complete review clithis
Evaluation Report relative to updated Code requirements with each Code Cycle. i
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 inits entirety.
INSPECTION:Upon request;'a copy of this Evaluation Report shall be provided to the user by the manufactur Ir or
its distributors and shall be avallable for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6,
Prepared by: 1y1tTilSlJp,,t!
y I
_ .%tea•5?i'�S :�.
Robert J.M.Nieminen,P.E. .•s,c••�••-� c -
,, 'The bcsimife seal appearing was authorized-by Robert Nfemlpen,
Florida Registration No.59166,Florida DCA'ANE1983 P.E on 09/25/2017.This does not serve as an electronicatlysigned
document.
CERTIFICATION of INDEPENDENCE:
2. TrinitylERD.does not have, nor does it intend to acquire or,will it acquire, a financial interest in any company manumcturil g 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 Nierninen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process 6 the
product. !
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, R.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.
,
TRINIT ER
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing f
Sub-Category: Underlayment l{
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-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 Requireiiients and Llmitatian'I /
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind-Resistance FM 4474 20.1.1
1504.3.1 Wind.Upliift UL 1897 2012
3504.6 Accelerated Weathering ASTM 43155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM;D1970 2015
1507.3.3 Physical Properties FRS A/TRI April 2012(04-12) 2012
3. REFERENCES: i
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13=1 02%19/2013 i
ERD(TST6049) Physical Properties 54054 0.11.13 11119/2013.
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 i
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 I
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870;04.14-4 04/10/2014 1
ERD{TSTfi049} Physical Properties 543530.02.14=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 02/18/2015
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 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$/A HT TU Underlayment is_a self-adhering, non-woven polyester fabric surfaced,SSS modified
bitumen roof underlayment;rpeets ASTM D1970 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. LtmimnONs:
5.1 This is a"building code evaluation. Neither Trinityi ERD nor.Robert Nieminen, P.E.are, in any way; .the
Designer of Record far 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. I�
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
i
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 ReportA42960:10.12-R6
Certificate of Authorization#qsm 6m EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRS-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/251 2011
Page 2 of 6
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TRI ITY EKU
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product lis
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.
5.5 Allowable Roof.Covers:
TABLE 1:'ROOF COVER-OPTIONS f
Asphalt wood shakes
Underlayment Shingles
Nail-On Tile Foam-On Tile Metal &Shingles Slate
Tri-Built Sand-11 SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built"S/A HTTU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-Ori Tile"is limited to use of the following Approved the adhesives/underlayment combinations,
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) i
Adhesive. Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
DowTileBondm FL22525 Tri-Built-s/AHTTUUnderlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-IR 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;OSS;ASTM D41 primed OSB;Southern Yellow Pine;ASTM b41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While nat-required over plywood,OSB or Southern Yellow Vine 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:
I
Tri-Built Sand-11 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 Underiaylnent only), insulation attachment shalt '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.].
I
� r
I
i
z Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Perform iance.
Euterlor Research and Design,LLC. Evaluation Report A42960.10212-116
certificate.ofAuthorization ff9503 a EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRF-BUILT Roof Underiayments;(800)516-1.485 Revislon.6:09/25/2017
Page 3 of 6
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(
TRIM ERR
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built-Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU U.nderiayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type 1 or It 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 TO
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 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 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 1A or
FBC 1609 for,determination of design wind pressures. i
#1 Maximum Design Pressure=-45 0 t5sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction c 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 HTTU Underlayment,self-adhered.
#3 Maximum Design Pressure=450.'0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirementsto 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, selfadhered,_shall be thoroughly roll.using hind
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=40.0 psf:
Deck: Min. 19 32Anch 1
/ 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.
i
i
E3derior Research and Design,LLC Evaluation ReportA42960.20.12-R6
CertTicate of Authdrliation#9503 6F"EDITION(2017)FBC M'0H-Hv,HZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Recision 6:09/25/20117
Page 4;of 5
i
TRINITY.ER,
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. Inthiscase, Zones 2 and 3 shall emploVan
attachment'density designed by a qualified design professional to resist the elevated pressure criteria.I
Commonly used methods are ANSI/SPRI WDI, 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 149(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sa'nd-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-Slippake Limitations[TAS 103 Per FRSAITRI April 2012(04-1211:
When loading roof tiles on the unddrlayment in direct-deck the*-assern,blies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by.using battens during loading of the roof
of
tiles.
Thaii:2: TILE SOOPAGt limiTA-ri.oNs FoifD1REcr-Di:ck.TiLE INSTALLATIONS
Underlayment Tile Profile St4ging Method Maximum
Slope
Flat
Max..10-tile stack 6:121
Lugged Max.10-tile stack
Max.10-tilestack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high
6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment
Lugged
. ..........
Exterior Research and Design,U.C.
Evaluation Report A42960.1042-116
ChrtUlcate of A uthofization#_9503 EDMON(2017}FBG MON-HV14Z EVALUATION .
F"6048-R6
TR14UILT Roof Underlayments,(900)516-1485 Revision 6:09/25%2017
Page of 6
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TRINITY .EF,0
6. INSTALLATION:
6.1 TRI-BUILT Roof.Underlayments shall be installed in accordance-with TRI-BUILT Materials Group,i LLC
published installation requirements subject to the Limitations .set forth in Section 5 herein and.the
specifics noted below.
i
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 Shinele.Underlavment Tri-Built-S/A HT TU Underlavment or Tri-Built Smooth Hf SIA
Underlavment:
6.3.1 Shall be installed in compliance with the requirements--for ASTM D1970 underlayment in FBC Table
15071.1 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. I
Once the entire length of membrane is in place, peel-off`the.release film diagonally while holding the I
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 6e 6-
inches and staggered not less than 2=ft from vertical seams in the course below,sealed in accordancejwith
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:APplications-(Tri-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 the applications,,refer_ence 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 file slippage and/or damage to the I
underlayment. See Table 2 herein, and TRI-BUILT Materials .Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS: J
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
H. 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,tic Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUA T ION F1.16648-46
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25%2017
Page'6 of.6
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