HomeMy WebLinkAboutEVALUATION REPORTSCANNED
i
stwr� rwmv� RECEIVED
I EXTERIOR RESEARC�8e DESIGN, LLC.
IMAR 2 6 2018 Certificate f Authorization #9503
T NIIY ERD I 353 CHRIS AN STREET, UNIT #13
i�Ts Lucie County, Permitting OXFORD, CT 06478
--- I ` (203) 262-9245
EVALUATION RE ORT
TRI-BUILT Material Group, LLC I Eval ation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance: 10/25/2012
(800) 516-1485 j Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is iss ed under Rule 61G20- and the applicable ules and regulations governing the use of
construction materials in the ate of Florida. The do umentation sub ' ted has been reviewed by Robert Nieminen,
P.E. for use of the product Lin er the Florida Build nlg Code and F rida Building Code, Residential Volume. The
products described herein have een evaluated for compliance ith the 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underla ents
LABELING: Labeling shall be in accorda ce with th requ' ements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Rep rt is val d u til such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, o provi io s of the Code that relate to the product change. Acceptance of
this Evalua ion —Report by the named client ns tes agreement to notify Robert Nieminen, P.E. if the product
changes or the re ere ance do u entation omplete review of this
Evaluation Report relative to updatedAgh6.
ir ments with each Code Cycle.
ADVERTISEMENT: The Evaluation Repoded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion oion ebort is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of taluatio Report shall be provided to the user by the manufacturer or
its distributors and shall be available fn at they b site at the request of the Building Official.
This Evaluation Report consists of pagh 6.
Prepared by:
Robert J.M. Nieminen, P
Florida Registration No. 59 6, Florida DCA
CERTIFICATION OF INDEPENDE ICE.
1. Trinity IERI does of have, nor does it i
distr/ev
prod cts it evaluates. I
2. Triniis n t owned, operated or coh
3. Robi n, P.E. does not have no
whicluation reports are being i s
4. Robinen, P.E. does not have, n I
p5. Thisilding code evaluation. Neit
projhich this Evaluation Report,specor that purpose.
•iTCo • 341. : � -
• 5�A:5 'Cf 'L
• "�iJ/ipr��iThe facsimile seal appearing was authorized by Robert Nieminen,
/te�
83 P.E. on 09/25/2017. This does not serve as an electronically signed
document.
II .
i
nd to acquire or ill it acquire, a financi I interest in any company manufacturing or
itrolled by any company manufacturing or distrib ing products it evaluates.
will acquire, a financial interest in any company m ufacturing or distributing products for
ued.
will acquire, a financ al interest in any other entity inv Ive
er Trinity I ERD nor Robert Nieminen, P.E. are, in any way,
it previous versions thereof, is/was used for permitting or
I
I
I
d in the approval process of the
Designer of Record for any
n guidance unless retained
FILE COPY
QOTRINITYIERD
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 6`h Edition (2017) Florida Building Code through testing
in accordance with the follow) I g 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)
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R
modified bitume
4.2 Tri-Built S/A HT
bitumen roof un
4.3 Tri-Built Smoot
modified bitume
5. LIMITATIONS:
5.1 This is a buildi
Designer of Re
used for permit
5.2 This Evaluation
5.3 Fire Classificat
Directory for fii
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
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
Year
FM 4474
2011
UL 1897
2012
ASTM G155
2005
ASTM D1970
2015
FRSA/TRI April 2012 (04-12)
2012
Reference
Date
S40540.02.13-1
02/19/2013
S40540.11.13
11/19/2013
S40540.03.14
03/26/2014
S44870.04.14-2
04/02/2014
S44870.04.14-3
04/02/2014
S44870.04.14-1•
04/10/2014
S44870.04.14-4
04/10/2014
S43530.02.14-1-111
05/14/2014
S43530.05.14
05/28/2014
S40540.10.14
10/31/2014
SC7645.02.15
02/13/2015
SC8520.04.15
05/27/2015
SC14045.05.17-R1
06/07/2017
Multiple -Listing R16814
12/10/2015
Service Confirmation
Exp. 07/18/2020
A Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
U Underlayment is a self =adhering, non -woven polyester, fabric surfaced, SBS modified
!rlayment; meets ASTM D1970 and FRSA/TRI April 2012.
HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
roof underlayment; meets ASTM D1970.
code evaluation. Neither TrinityJERD nor Robert. Nieminen, P.E. are, in any way, the
rd for any project on which this Evaluation Report, or previous versions thereof, is/was
ig or design guidance unless retained specifically for:that purpose.
aport is not for use in FBC HVHZ jurisdictions.
i is not part of this Evaluation Report; refer to current Approved Roofing Materials
ratings of this product.
Evaluation Report A42960.10.12-R6
61" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
Q(D
TRINITY 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: I
TABLE 1': ROOF COVER OPTIONS
Asphalt
I
Wood Shakes
Underlayment
Shingles
Nail-O Tile
Foam -On Tile
Metal
& Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No I
No
No
Yes
Yes
Underlayment
_
Tri-Built S/A HT TU
Yes
Yes''
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Built Smooth HT S/A
Yes
No I
No
Yes
Yes
Yes
Underlayment
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 I
Tri-Built S/A HT TU Underlayment
Dow TileBondlm
FL22525
Tri-BuiltS/A HT TU Underlayment
5.6 Allowable Substrates: I
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; O,SB; 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, Tr,i-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.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
QTRINITYI,ERD
5.6.3 Bond to MechanicallyAttached Base Laver:
I
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
i ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified Irequirements. , 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/TR1 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. 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 haIs 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'HTTU 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 HTTU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: I 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 pst:
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 HTTU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. 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
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!
TRINITY I 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/TRIri 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 accordahce with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualiified 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 2.2A0.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations: I
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 HTTU Underlayment shall of 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 Profii a
Staging Method
Slope
Flat !
Max. 10-tile stack
6:12
Lugged I
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)
A..,, i
Tri-Built S/A HT TU
!
s�
—�
Underlayment
Lugged
I
I
I
I
I
i
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6'" EDITION (2017) FBCINON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
6. - INSTALLATION:
6.1 TRI-BUILT Roof Ur
published installati
specifics noted belt
QOTRIN'ITYIER.D
layments shall be installed in accordance with TRI-BUILT Materials Group, LLC
requirements subject to the Limitations set ,forth in Section 5 herein and the
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 i 1I 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 Materials Group, LLC 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
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
,Once the entire le; gth 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 be 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 ox.
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. Folj valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 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.scoIpe 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
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
UL, LLC —QUA9625; (314) 518-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate ofAuthorization N9503 6T" EDITION (2017),FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6