HomeMy WebLinkAboutEvaluation Report Roof UnderlaymentEXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization 49503
353 CHRISTIAN STREET, UNIT#13
W I ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A4296010.12-R4
dba TRI-BUILT Roofing Products FL16048-R4
90.50 Louisiana Street Date of Issuance: 10/25/2012
Merrillville, IN 46410 Revision 4: 10/0612016.
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing Nle use of
Construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Niem.inen,
P.-E.. for & 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 5th Edition (2014) Florida Building Code
sections noted -herein.
DESCRIPTII N: TRI-BUILT Roof Undertayments
LABELING,. Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINI
Quality
this Ev
change
Evaluat
its d
This
Prep
En COMPLIANCE: Thi$ Evaluation Report is valid until such time as the named products) cha.riges, the referenced
4ssurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
luation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
or the referenced Quality. Assurance documentation changes. Trinity) ERD requires a complete review of this
on Report relative to updated Code requirements with each Code Cycle.
iEMENT: The Evaluation Report number preceded by the words 'Trinity) ERD Evaluated" may be displayed in
ing literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety:
DN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
butors and shall be available for inspection at the job site at the request of the Building Official.
ation Report consists of pages 1 through 5.
by:
J.M. Nieminen, P.E.
Registration No, 59166, Florida DCAANE1983
The Masiibile seal appearing was authorized by Robert Niemindn,
P.E on 10/06/2016. This does not serve as an elActroniailysigned
document. Signed, sealed hardcoples have been transmitted to the
Product ApprovalAdministrator and to the named client
CERTIFICATION of INDEPENDENCE:
1. T'rinitylERD does not have, not does it intend to acquire o.r will it acquire, a financial interest in any cohipany manufacturing or
I products it evaluates,
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates,
3. Robert Nleminen, 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]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 forthat purpose.
.W
I
.'. 1TRNTY J ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, 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
1507.2.41 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
2065
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523:6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
9qfty
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-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
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
09/04/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering. Underlayments:
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 Underlayment is 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.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity] 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.
5.2 This Evaluation Report is notfor use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofng Materials
Directory for fire ratings of this product.
Exterior Research and Design, LLC. Evaluation Report A429.60.10.12-R4
Certificate ofAutharizatlob N9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4: 10/06/2016
Page 2 of 5
• •
II u �M � ER®
5.4 TRI-BUILT Roof Un'derlayments 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 madeto 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:
-
M
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
---
Meta[
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
.. ►
Tri-euilt'S/A,WfTT
1nderlayment
Yes
Yes
Yes
See 5.5.1
Yest,
Yes
Yes
ri-Built Smooth HTVS%y
Yes
No
No
Yes
Yes
Yes
Underlayment
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 9W1 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TileBond"I 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; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pirie; ASTM D41 primed structural concrete.
While 'not required over plywood, OSB 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 Sand=R SA Shingle Underlayment, Tri-Built S/A HT TU Underlaymen-I orTri-Bu Sm oth HT SA
Underlayment applied to:
➢ liens 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.
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
U16derl.aymerit applied to;
ASTM D226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached pee
minimum egdified requirements. For installations under foam -on the systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
Exterior Research and Design, LLG
CeWficate of Authorization #9503 FBC NON-HVHZ EVALUATION
Evaluation Report A429.60.10.12-R4
FL16048-R4
Revision 4: 10/06/2016
Page 3 of 5
\�,[fkHTYIERD
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 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure = -45,0_ psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM 041
Underlayment: Tri-Built S%A HT TU Underlayment, self -adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Sopretai Elastocol 600c
Underlayment: Tri'-Built S/A HT TU Underlayment, self -adhered.
5.6.4.3 Maximum Design Pressure = -60.0 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
Underlaymeht: Tri-Built S/A HT TU Underlayment, self -adhered.
5.7 Exposure 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 HT TU U,nderlayrrient shall not be. left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayfrients 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 Sh-all 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
ft of release film.
Adhere the exposed part to the substrate and uncoil 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, 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 requirements.
Exterior Research and Design, LLC. Evaluation Report A429.60.10.12-114
Certificate ofAuthofizatloh #9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 4 of 5
i
\J TRNTY I ERD
When installing at slopes above 8.12, TRI-BUILT 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 HT TU Underlayment only):
Reference is made to FRSA/TRl April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope 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.
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:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 C.A requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 878-3406; k.chancellor@us:ul,com
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A429.60.10.12-R4
Certificate of Authorization #9503 FOC NON-HVHZ EVALUATION FL1604$-94
Revision 4- 10/06/2016
Page 5 of 5