HomeMy WebLinkAboutPRODUCT APPROVAL;lon Code Online ' https://www.flondabuilding.org/pr/pr app_dti,aspx?par-amwGEVX:..
F � �'da-Bualdiu �RI/{��Qj{/� �^�.
SCANNED
BY' lR
BGS.Home.. I Log In User Registration Hot.Sopics I Submit Surcharge. Stats. & Facts..l Publications { contact Us I Bcis Site Map Links I Search I;
i
JJ t a;■ Product Approval
USER: Public User
I
I
i
Product Approval Menu > Product or Application Search > Application List > Application Detail
I
FL # -R
Application Type evision
Code Version ei7
Application Status pro i�
Comments
Archived
I
Product Manufacturer uilt Materials Group,
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.'ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
I
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 Ntiith
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiitmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
I
Category
Odgerl
Subcategory
ments
Compliance Method
Evaluation Report from a Florida Registered -Architect or a Licensed I
Florida Professional Engineer
Evaluation Report - Hardcopy Received
I
I
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
_ 07/•18/ZQZO
Validated By.
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard
ASTM D1970
ASTM G155
FM'4474
FRSA/TRI April 2012 (04-12)
UL 1897
1 of 2
Year
2015
2005
-201-1 j
2012
2012
i
6/26/2018, 2:38 P1V
Florida
ode Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date -Submitted
Date Validated
Date Pending FBC Approval
Date Approved
https!//www..floridabuilding.org/pr/pr_app_dti aspx?param=WGEVXi..
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
FL #
Model; Number or Name
Description
16048.1 TiRI-BUILT Roof Underlayrnents
Self -adhering modified bitumen roof underlaym nts
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.odf
Impact Resistant: N/A
Verified By: Robert Nieminen 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 particular 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 Third Party: Yes
Use.
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA)EEO employer. Copyriolit 2007-2013 State of Florida.:: Privacy Statement :: Accessibli ty Statement :: Refund Statement
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 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 Chapter 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. 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 available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here_.
Product Approval Accepts:
® � ®
Credit Card
Safe
2 of 11 6/26/2018, 2:38 PM
TRINITY I ERD
TION REPORT
T Materials Group, LLC
rford, NJ 07070
516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
T �Struction
Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
c 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
p bducts described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
SE 6ons noted herem.
2.
3.
4.
5.
Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
NTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
ality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
s Evaluation Report by, the named.. client .constitutes- agreement to .notify- Robert- Nieminen, P.E. if .the. product
3nges or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
jluation Report relative to updated Code requirements with each Code Cycle.
VERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
rertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
PECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
distributors and shall be available for inspection at the job site at the request of the Building Official.
Evaluation Report. consists..of,pages 1_thr_ough..6.
ared by:
rt J.M. Nieminen, P.E.
r Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
IFICATION OF INDEPENDENCE:
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.
Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
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.
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.
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.
no I
\1 TRINITY (ERD
COMPONENT EVALUATION:
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 a 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.
STANDARDS:
Section
1504.3:1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD, (TST6049)
ERD (TST604g).
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, U.C. (QUA9625)
PRODUCT DESCRIPTION:
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
FRSA/TRI 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-R1
543530.05.14
S40540.10.14
S.C7645.02.15..
SC8520.04.15
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
02/13/20.15-
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
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 Tr) -Built 5/A HT Tll Underlayment' a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; ee s 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.
LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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.
Research and DesignJI.C. Evaluation Report A4296GA0.12-R6.-
to ofAuthorization #9503 6'EDITION(2017) FBC NON-HVH2 EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
'\S
TRIN-rY 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 Jurisdiction for approval based on this evaluation combined with supporting data for the
pr..epared..roof. covering,. .
5.5 Allowable.Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Asphalt
Wood Shakes
Underlayment
Shingles
Nail -On Tile
Foam -On Tile
I
Metal
& Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tr' if S/' 11,11777T
Yes
Yes
Yes f
Yes
Yes
Yes
nderI yment
See'5:5:1
i
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 Approved tile adhesives / underlayment combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset®AH-160
FL6332
Tri-Built-S/A HTTU Underlayment
Dow TileBond'm
FL22525
Tri-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 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 underlayment.
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 mechanicafly 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 P or TAS 114, Appendix,J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance.
Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
to of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16046-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
TRINITY I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
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 Il 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 -path..f,The following wind. uplift limitations'apply to.clirect-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.
#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 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 LIT TU`Underlayment, self -'adhered.
#3 Maximum besiAn`Pressure=--15fl:0.tas#:
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 TU Underlayment, self -adhered, shall be thoroughly roll using hand
rolierand/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-VA-,NT7U Underlayment, self -adhered.
Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
to ofAuthorization #9503 6'EDITION (2017) FBC NON-HVHZ EVALUATION 171.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
r)o
\.t TRINITY (ERD
I
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: In this case, Zones 2'and"3'shaft employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD.1, 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 RAS 103 per FRSA/TRI April 2012 (04-121):
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 2e TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
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 S/A HT TU
Underlayment
Lugged
„r
r
Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
to of Authorization #9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) S16-1485 Revision 6: 09/25/2017
' Page 5 of 6
r
TRINITY ! ERD
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 appiicabie).
6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTIVI D1970 underlayment in FBC Table
1967.1.1 for the type of prepared roof covering to'beinstalled.
6.-2 7Non Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not stated 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, 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 -tie 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 I
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 upwar.;d j
633 Tile Applications (Tri-Built S/A HT TU 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 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 I
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
St
aging.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Gulfport, MS
QUALITY ASSURANCE1NTITY.
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Research and Design, LLC.
te-ofAuthorizotion #9503 6T" EDITION (2017). FBC NON-HVHZ EVALUATION
TRI-BUILT•Roof Undeilayments;1800) 51644'ss
Evaluation Report A42960.10.12-116 1
F1.160487116 1
Re -vision 6: 0025]2017
Page 6 of 6
1