HomeMy WebLinkAboutEVALUATION REPORTI
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
QTRINITY ERD 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
�����ED (203) 262-9245
EVALUATION REPORT f�,p
TRI-BUILT Materials Group, LLC �i `� � Evaluation Report A42960.10.12-R6
PO Box 70 I ��Cia �;d�f4 FL16048-R6
Rutherford, NJ 07070 Date of Issuance: 10/25/2012
(800) 516-1485 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. I
DESCRIPTION: TRI-BUILT Roof
LABELING: Labeling shall be'in accordance with the requirements the Accredited Quality Assurance Agency noted
herein. i
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) 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 portfion of the Evaluation Reportis 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: i
r•: a-1 OF
T.
Robert J.M. Nieminen, P.E. ��',j,����1����s`•�, The facsimile seal a appearing was Robert Nieminen,
•..U,nr.gaq�' PP g Y
Florida Registration NO. 59166 Florida MCA ANE1983 - P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. 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.
2. Trinity) 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. 1does 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.
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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 61h 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
Property
Standard
Year
1504.3.1
Wnd 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
540540.02.13-1
02/19/2013
ERD (TST6049)
I 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)
I Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
I 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)
j Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
j Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
I Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built
Sand-R SAI Shingle Underlayment is a
self -adhering, glass -mat reinforced,
sand -surfaced, SBS
modified
bitumen rI of 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 underrlayment; meets 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.
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.
Certificate of Authorization #9503
i
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 2 of 6
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5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within IFBC 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: I
TABLE 1c ROOF COVER OPTIONS' ..
Asphalt)
wood Shakes
Underlayment
Shingles
Nail -On Tile
Foam -On Tile
Metal
& Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes I
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HTTU
YeJ
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Built Smooth HT S/A
Yel
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limitedL use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A. ALLOWABLE TIL'EADHESIVE UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBondTM
; FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates: I
5.6.1 Direct -Bond to Deck:
5.6.2
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; ASTMiD41 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 primi I ng 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.
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 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-onl the 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' or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
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Exterior Research and Design, U.C. Evaluation Report A42960.30.12-116
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-116
i TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
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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 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 HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12). I
5.6.4 Wind Resistance for UnderlI ayment 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. 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 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 Desien Pressure = -67.5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Sop Elastocol 600c
Underlayment:.
Tri�Built S/A HT TU Underlayment, 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 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 S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. i Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 I 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
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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 areIANSI/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 Prev, ention 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 Underlaymlent shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 1103 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 li I itations can only be exceeded by using battens during loading of the roof
tiles.. T.
.TABLE 2 tiLE`SLIPPA6E LIMITATIONS FOR'DIREcr-DECK
TILE INSTALLATIONS
Underlayment
I Tile Profile
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 5/A HT TU
Underlayment'"
Lugged
r - f
t�K •;P; a I
T
Exterior Research and Design, LLC.
Certificate of Authorization #9503
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6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
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Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
6. INSTALLATION:
6.1 TRI-BUILT Roof UnderlaymentsI
published installation requiremI
specifics noted below.
�l TRINITY I ERD
shall be installed in accordance with TRI-BUILT Materials Group, LLC
nts subject to the Limitations set forth in Section 5 herein and the
6.2 Re -fasten any loose decking pan'els, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris pIrior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shinele Uni
Underlayment•
6.3.1 Shall be installed in complian
1507.1.1 for the type of prepar
6.3.2 Non -Tile applications:
While priming is optional, TRI-1
cover is not slated for installatic
6.3.3
Apply sheet parallel to the roc
ft of release film.
Adhere the exposed part to th
Once the entire length of m(
membrane tight. Firmly roll, t
Horizontal seams should be r
inches and staggered not less
TRI-BUILT Materials Group, Li
When installing at slopes abc
overlap area at the top of the
For Valleys and Ridges: Cut ur
over valley or ridge. Drape ar
each direction. For valleys, ap
e with the requirements for ASTM D1970 underlayment in FBC Table
d roof covering to be installed.
UILT Materials Group, LLC recommends priming the deck if the final roof
n within 24 hours.
edge. Roll out approximately 10 ft of membrane and peel back the first 3
substrate and unroll the remaining membrane as far as possible.
mbrane is in place, peel -off the release film diagonally while holding the
room or hand -press the membrane into place to achieve a bond.
linimum 3-inches, configured to shed water. Vertical seams should be 6-
�han 2-ft from vertical seams in the course below, sealed in accordance with
C requirements.
ve 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
heet at 12-inch o.c.
derlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
d press sheet into place, working from the center of the valley or ridge in
)ly the sheet starting at the lowest point and work upward.
Reference is made to FRSA/jFRI 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 FRSAI/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 tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578-3406; k.lchancellor@us.ul.com
Exterior Research and Design, LLC.
Certificate of Authorisation #9503
- END OF EVALUATION REPORT -
6T" �DITION (2017) FBC NON-HVHZ EVALUATION
TRI ;BUILT Roof Underlayments; (800) 516-1485
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Evaluation Report A42960.10.12-R6
FL36048-R6
Revision 6: 09/25/2017
Page 6 of 6