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FL16048-R3
Revision
2014
Approved
in
TRI-BUILT Roofing Products
9050 Louisiana Street
Merrillville, IN 46410
(201) 842-2449
david.miz@tribuiltmaterlaisgroup.com
David Ruiz
david.ruiz@tribuiltmaterialsgroup.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmaterialsgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
10/16/2017
John W. Knezevich, PE
A Validation Checklist - Hardcopy Received
FL16048 R3 COL 2015 01 COI Nieminen odf
Standard
ASTM D1970
ASTM G155
FRSA/TRI April 2012 (04-12)
TAS 103
year
2009
2005
2012
1995
r
http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 7/18/2016
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
1—I
Method 1 Option D
10/08/2015
10/19/2015
10/21/2015
12/15/2015
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 R3 II 2015 10 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-R3.Ddf
Impact Resistant: N/A
Verified By: Robert Niernmen PE-59166
Design Pressure: +N/A/-45
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 R3 AE 2015 10 FINAL ER TRI-
underlayment for one particular application. See ER Section
BUILT UNDERLAYMENTS FL16048-R3.odf
5.6 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
Bark E
contact Us:: 2601 Blair stone Road, Tallahassee FL 32399 Phone: 850-482-1924
The state of Florida is an Weep employe, Coovriaht 2007-2013 State of Floritla :: Privacv Statement :: Accessibility 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.482.1395. *Pursuant to
Section 455.225(1), Florida statutes, eHedive October 1, 2012, licensees licensed under Chapter 455, F.S. must provitle the Department with an email address if
they have one. The omens 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 atltlress which an be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please dick Pere .
Product Approval Accepts:
zgwKim
"itrma
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 7/18/2016
EVALUATION REPORT
Allied Building Products Corp.
dba TRI-BUILT Roofing Products
9050 Louisiana Street
Merrillville, IN 46410
SCOPE:
EXTERIOR RESEARCH-& DESIGN,LLC.
Certificate, of Authorization#9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report A42960.10.12-R3
FL16048-R3
Date of Issuance:10/25/2012
Revision 3: 10/08/2015
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 Su' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: 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. TrinitylERD requires a complete review of this
Evaluation Report relative toupdatedCode requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the wards "Trinity lERD 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 Reportshall 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 S.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The hcsimDe seal apceanng was--d erne by apben r,iemmen,
P.L on W/oN201s. This dose ne save bs"a0 electnorn.lN signed
do neene Signed, Me d hadcopleslave been transmlttedto the
Product Approval Admi&tratorandtn Menamedcgent
COMFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. doesnot 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 TrinitylERD 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.VIE
tQ
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT RoofUnderiayments, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the 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
1507.2.4, 1507.2.8, 1507.2.9.2,
Physical Properties
ASTM D1970
2009
1507.4.5.1, 1507.5.3, 1507.7.3
1504.6
Accelerated Weathering
ASTM G155
2005
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Enti
Examination
.Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
'S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
543530.02.14-1-RI
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
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
UL, L-C. (QUA9625)
quality Control
Multiple-Usting R16814
09/04/2015
UL, I.I.C. (QUA9625)
quality. Control
'Service Confirmation
Exp. 10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlavments:
4.1.1 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.
4.1.2 Tri-Built S/A HT TU Underlaymentis a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is -a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in anyway, the
Designer of Record for any projecton which this Evaluation Report, or previous versions thereof, is/was
used for permitting or designguidance unless retained specificallyfor that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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.M.
e Evaluation Rep rt 60. . 3
[ertlf/mte ofiti,Norfmtlan #9503 Ll 04
.8-
ion 0/
ge rs
V TPJN11Y1 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 AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
UnderlaymentAsphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M'm 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow
TileBondTM Roof Tile Adhesive (FL717)
5.6 Allowable substrates are noted below:
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; ASTM D41 primed structural
concrete.
While not required over plywood, OSS or Southern Yellow Pine substrates, TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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 S/A HIT TU 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, 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
orTAS 114, Appendix.).
5.6.3 Bond to Mechanically Attached Base Laver:
➢ 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, base layer shall be attached
per minimum requirements of FRSA/TRI April 20U (04-12).
Exterior Research and Design, I.I.C. Evaluatia
CffT lmre OfAurhorimdon 99503
4TPJNITYIERD
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 FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 osf
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-BuiltS/A HTTU Underlayment, self -adhered.
5.7 Exoosure Limitations:
5.7.1 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
5.7.2 Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 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 ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT 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
ftof 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 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. All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp 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 HTTU Underlayment only):
Reference is made to FRSA/TRI April 2012 (D4-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design, I.I.C.
Cernjlmre ofA thorlradon#9503
�.t TRINITY I ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
B. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
9. QUALITY .ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, Lul
Certyimte qfA thorimt/on 05503