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EVALUATION REPORT
TRI -BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization ##9503
353 CHRISTIAN STREET, UNIT #13
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 6`h Edition (2017) 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. Trinity I 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 "Trinity IERD 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
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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
/��fj ���� �.'`•*,• The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION 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. 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 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 Trinity I ERD 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.
TRINITY N ERD
ROOFING COMPONENT EVALUATION:
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 6th 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.
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
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
540540.02.13-1
540540.11.13
540540.03.14
544870.04.14-2
544870.04.14-3
544870.04.14-1
S44870.04.14-4
543530.02.14-1-R1
543530.05.14
540540.10.14
SC7645.02.15
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
02/13/2015
05/27/2015
06/07/2017
12/10/2015
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.
—,V,4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlavment: meets ASTM D1970 and FRSA/TRI ADO 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. LIMITATIONS:
5.1 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.
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 EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
TRINI-ry 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
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri -Built Sand -R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
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 / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS"
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment
Dow TileBondT°" FL22525 Tri -Built S/A HT TU Underlayment
5.6
5.6.1
Allowable Substrates:
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; SECU ROCK 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 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 D or TAS 114, Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
NTINITYIERD
\I TRINITY ERD
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 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/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 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 (TAS 103 per FRSA/TRI April 2012 (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 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
�y
Underlayment
Lugged
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
NTINITYIERD