HomeMy WebLinkAboutEVALUATION REPORT1 � 1
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BY
QOTRINITY St Lucia
om
ERD
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 A42960.10.12-116
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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underl
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. Trinityl 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. 59160, Florida DCA ANE1983
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 *e, 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which Ithis Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
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ROOFING COMPONENT EVALUATION:
SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlaym
demonstrated compliance with the following sections
in accordance with the following Standards. Complian
Conditions of Use set forth herein.
QOTRINITYIERD
Its, as produced by TRI-BUILT Materials Group, LLC, have
the 6th Edition (2017) Florida Building Code through testing
is subject to the Installation Requirements and Limitations /
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/ 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970
2015
1507.3.3 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
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 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 SC7645.02.15
02/13/2015
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 S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 Viand FRSA/TRI April 2012.
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4.3 Tri-Built Smooth HT S/A Underlayment is a iself-adhering, glass -mat reinforced,
film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S.
LIMITATIONS:
I
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 retaliined specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jlurisdictions.
5.3 Fire Classification is not part of this Evaluation! Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
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Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION
FL16048-R6
TRI-BUILT Roof Underlayments;l(800) S16-1485
Revision 6: 09/25/2017
Page 2 of 6
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TTRINITYIERD
5.4 TRI-BUILT Roof Underlayments may bel 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
Shingles
Nail -On
n Tile
�
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No
No
Yes
Yes
Underlayment
INo
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Trh uriII Smooth
Yes
Yes
Yes
Underlayment- -
Yes
I No
No
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 TileBondTl
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 I
Underlayment applied to:
➢ Plywood; ASTM D41 prii
primed Southern Yellow
Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
I plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
e; 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 jUnderlayment, 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 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.
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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. I Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
5.6.3
5.6.4
Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
QOTRINITYIERD
S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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).
Wind Resistance for Underlayment Systems in
does not address wind uplift resistance of all u%
the underlayment forms part of the load -path.
underlayment systems that are not addressed i
applications. Maximum Design Pressure is t
allowable wind loads, and reflects the ultimate
per FBC 1504.9 has already been applied). Refi
FBC 1609 for determination of design wind pres
#1 Maximum Design Pressure = -45.0 psf:
Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
derlayment systems beneath foam -on the systems, where
The following wind uplift limitations apply to direct -deck
FRSA/TRI April 2012 (04-12) and are used in foam -on tile
ie result of testing for wind load resistance based on
passing pressure divided by 2 (the 2 to 1 margin of safety
r to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
Deck: Min. 15/32-inch plywood to (meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESIST 0 EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meet plroject requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c I
Underlayment:
Tri-Built S/A HT TU Underlaymel self -adhered.
#3 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 TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller tolensure 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 melt 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.
Exterior Research and Design, I.I.C. I Evaluation Report A42960.10.12-116
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 4 of 6
QOTRINITYIERD
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.
5.7
5.8
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.
Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or
exposed for longer than 30-days after installatii
Smooth HT S/A Underlayment shall not be left
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
I He Slippage Limitations (TAS 1U3 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 Ipe exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile I
Staging Method
Maximum
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 HTTU
Underlayment
Lugged
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
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6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
I
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
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TRINITY I ERD
6. 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 applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment. TH-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Material Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 ho rs.
6.3.3
Apply sheet parallel to the roof edge. Roll ou approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and I
Once the entire length of membrane is in pl.
membrane tight. Firmly roll, broom or hand-pr
Horizontal seams should be minimum 3-inche
inches and staggered not less than 2-ft from ve
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BU
overlap area at the top of the sheet at 12-inch i
For Valleys and Ridges: Cut underlayment into
over valley or ridge. Drape and press sheet in
each direction. For valleys, apply the sheet star
Reference is made to FRSA/TRI April 2012 (d
instructions noted above as a guideline.
For foam -on tile applications, reference is made
fall outside the scope of FRSA/TRI April 2012 (04
Tile shall be loaded and staged in a mane
underlayment. See Table 2 herein, and TRI-BU
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Ju
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
roll the remaining membrane as far as possible.
e, peel -off the release film diagonally while holding the
;s the membrane into place to achieve a bond.
configured to shed water. Vertical seams should be 6-
ical seams in the course below, sealed in accordance with
T Materials Group, LLC recommends back -nailing in the
to 6 foot lengths. Peel the release paper and center sheet
place, working from the center of the valley or ridge in
ng at the lowest point and work upward.
Installation Manual and Table 1 herein, using the
Section 5.6.4 herein for wind resistance limitations that
that prevents tile slippage and/or damage to the
T Materials Group, LLC published requirements for the
n in order to properly evaluate the installation of
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.co
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION
TRI-BUILT Roof Underlayments;,(800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 6 of 6