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FL ik FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 1
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800)516-148S
david. ruiz@tribui Itmg.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
davici,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 07/18/2020
Validated By John W. Knezevich, PE
',vi Validation Checklist - Hardcopy Received
Certificate of Independence
(of Standard)
Referenced Standard and Year
Equivalence of Product Standards
CertiFled By
FL16048 R6 COI 2017 Ol COI Nieminen.pdf
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Year
2015
2005
2011
2012
2012
hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 1/2
6124/2019
Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date
Submitted
09/25/2017
Date
Validated
10/Oi/2017
Date
Pending FBC Approval
SO/03/2017
Date
Approved
12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-R6.pdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-160
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use of
Evaluation Reports
foam -on rile systems overtop the self -adhering underlayment
FL16048 R6 AE 2017 09 FINAL ER TRI-
for one particular application. See ER Section 6.6.4 far details.
BUILT UNDERLAYMENTS FL16048-R6.pdf
2.) Refer to ER Section 6 for other Limits of Use,
Created by Independent Third Party: Yes
dock Nexk
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B80-48]-1824
The State of Florida Is an AA/EEO employer. Copyright 200]-2013 State of florlda.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do no[ send electronic
mall [o Ihis entity. Instead, contact the ofnce by phone or by traditional mall. If you have any questions, please contact 850.48].1395. Pursuant to Section 955,2]5(1),
Florida Statutes, effeRive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartmen[ with an email address If they have one. The emalls
provided May be usetl for ofFlClal communlcatlon with the Ilcensee. However email addresses are public record. [f you do not wish [o supply a personal address, please
provide the Department with an email address which can be made available [o [he public. To determine If you are a Ilcensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
..:.; a � e0h<t
Credit Card
Safe
hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 2/2
,l]"TRIMT G ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ofAall orizotion d9503
353 CHRISTIAN STREET) UNIT H13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.10.12-R6
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 Gut Edition (2017) Florida Building Code
sections noted herein.
DEscRIPnoN: TRI-BUILT Raof Underlayments
LAeEtws: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such tune 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 Nlerninen, 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 "TrinitylERD 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
is distributors and shall he available for inspection at the job site at the request of the Building Official.
This Evaluation Repoli consists of pages 1 through 6.
Prepared by:
Robert J,M, Nieminen, P.E.
Florida Registration No, 59166, Florida DCA ANE1983
„C✓°�Jr�a�4`u'' Tile raoirl appearing was authorized l)ya06C,1 NIe,ninon,
v " P.E.on01/25/2n. This doeearion not seese as an aIeam<aIW signed
dnwMnnt.
CEPTIFICATION OF INOEPENLIENCE:
1. TrinityERU does not have, nor does It intend to
1 �RINI Y ERD
ROOFING COMPONENT HVALUATION:
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 sections of the 6e) Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Canditions of Use set forth herein.
2,
STANDARDS;
Section
Property
Standard
Year
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 / 1507.1,11:L507.2,9.2
Physical Properties
ASTM D1970
2015
1507,343
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3,
REFERENCES;
Entity
Examination
,Reference
Date
ERD (TST6049)
Physical Properties
S40540,02,13-1
02/19/2013
FRO (TST6049)
Physical Proper ties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03A4
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
E RD(TST6049)
Physical Properties
S44870.04.143
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870,04.14-4
04/10/2014
ERD (TS"f6049)
Physical Properties
S43530.02,14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05,14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD(TST6049
Physical Properties
SC7645.0215
02/13/2015
E RD(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, U.C. (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 D19704
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
FRSA/TRI April 2012.
4A Tri-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:
5A This is a
building code evaluation, Neither Trhdtyl
ERD nor Robert Nleminen, 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 neslgn, LL4 Evalurtion Repor[ AA2960.10,12-R6
Certificate ofAuthori:aflon N9503 6'�� EDITION (2G37) FHC NON-HVH7. EVALUATION FLS604II-R6
TRI-BUILT Roof Uaderlayments; (R00) 61G-i4G5 Revision 6: OOf25/2017
Parse 2 of 6
TRINITY I ERD
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 Judscliction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5,5 Allowable Roof Covers:
5,5, 7. "Foam -On Tile" is limited to use of the following Approved file adhesives / widerlayment combinations.
'`TAetE,1A;ALLOWApLE'1'ILBADHESIVE%UNDERLAVMENTCOMBIJJAT'ION51. ; -
Adhesive Florida Product Approval Underlayments
ICP Adhesives PolysetO AH-160 FL6332 Tri-Built S/A HT I'U Underlayment
Dow TIleBond'" lE FL22525 Trl-Built S/A HT TU Underlayment
5
,6 Allowable Substrates;
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Trl-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; ASTPA 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 underiayment.
546.2 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:
Y 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-BUllt S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underiayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
' liefer to T(le Manuf cturer's ar Adhesive. Mnuuf rcturer's Florida Prndurt Approval for (Jverturn(ny Moment Ites(stance Performance.
Exterior Research and Design, LLC, Evaluation Report A429GD.10.12RG
Certificate ofAulhorizution N9503 6111 EUIHON(2017)FBCNON-HVHZ EVALUATION F1.16048416
'fRl-BUILT Roof Underlayments; (800) 516-14B5 ftevislon 6: 09125/2017
Page 3 of 0
�. T RINIRTY I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri•Built Sand,R SA Shingle Underlayment, Tri-Built S/A HT TO Underlayment or Tri-Built Smooth I -IT S/A
Underlayment applied to:
Y 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 H7 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 systerns 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/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 EBC 1504.9 has already been applied), Refer to FRSA/TRI April 2012 (04.12), Appendix A, Table IA or
FBC 1609 for determinatlon of design wind pressures,
J11 Maximum DesignPressure=-45.OMf
Deck:
Min. 15/32-inch plywood to meet project requlrernents to satisfaction of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TO Underlayment, self -adhered,
#J2 Maxlmum Design
Pressure = -G7.5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-Built S/A HT TO Underlayment, self -adhered.
q3 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 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 TO 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.
B4 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 TO Underlayment, self -adhered,
Exterior Research and Design, LLC, Evaluation Raport A47.960.10,12-R6
CerNJlcate oJAulhorfzptton f19503 Gr�� EUII ION (2017) FOG NON-RVHX EVALUATION FL160q(1-RG
7RI-QUILT Roof Underlayments; (800) 5}G-14II5 lievision G, 09/25/2017
Page 4 of 6
TRINITY ERD
5,6AA For mechanically attached Rase Sheet, the maxhnum 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 PBC 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 AN51/SPRI 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 FIT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A FIT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.$ The Slippage Limitatons (TAs' 103 per FRSA/TRI April 2012 j04-12��_
When loading roof tiles on the underlayment in direct -deck the assemblies, the maximurn roof slope shall
he as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
.' TgaLp 2;'`rLES41PPAGC 4IMITATI414S FOR DIRkGI;I)ECS TIL[IN6TAli{a7lONSt
Maximum
Underlayment
Tile Profile
Staging Method
Slope
Fiat
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 II tiles high
6:12
on slope, as shown below)
Tri-BuiltSjA HT TU
Underlayment
Lugged
gg
i
r
Exterior Research mrd Dosign, LLf"". Evaluation Report A429Go,1U.12-R6
Cerilffrofe of Aufhorizptfon //9503 6T0 EDITION (20J7) F8C NON-IiVHz EVALUATION FL160AD-Rfi
'rRl-aUl1.T Roof Underlayments; (fl00J SiG-14II6 Revision 6: U9/25/2017
Page 5 of 6
6I INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall he Installed In accordance with TRI-BUILI" Materials Group, LLC
published installation requirements subJect to the Limitations set forth in Section S 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 Tr( -Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment;
6,11
Shall be installed in compliance with the requirements for ASTM D1970 underlayment: in FBC Table
150741.1 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 it 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, 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 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 HTTUUnderlavmentonl ;
Reference is made to PRSA/TRI April 2012 (0442) 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 the
staging.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of
tIlls product,
8, MANUFACTURING PLANTS:
Gulfport, MS
9, QUALITY ASSURANCE ENTITY:
UL, LLC— gUA9625; (314) 5%8-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
Exterior ReseafGh and ❑esign,LLC, Evaaetibn Report A429Ga,10,12-R6
Certflcate ofAuUloYlZpti9n!l95o3 4"'COITION 12017)P6C NON-HVHT EVALUATION FL160g8-R6
TRIBUILT Roof Underlayments; (800) 536-1gU6 Revision G: 09/26/2U77
Page 6 of 6