HomeMy WebLinkAboutEVALUATION REPORT - UNDERLAYMENTSHERIOR RESEARCH DESIGN,Certfcate of Authorization #9503ILE
P353
CHRISIAN STREET, UNIT
P- ,�J ERD
RECEIVED
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Mateiials Group, LLC
DEC 2
Evaluation Report A42960.10.12-R6
PO Box 70
Rutherford, NJ 07070
gT, Lucie Coun
uln9
�PeY �_.....
FL16048-R6
Date of Issuance:10/25/2012
(800) 516-1485 a1� Revision 6: 09/25/2017
SCOPE:rJ�l
This Evaluation Report is issued under Rome 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 a Edition (2017) Florida Blnilding Code
sections noted herein. SCANNED
DESCRIPTION: TRI-BUILT Roof Underlayments St. Luc B County
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[ 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) ERD Evaluated' may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INsPEcnoN: 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 DCA ANE1983
Ther Wrn esealappuft i'saa au[torced by Rob ftMemtnen,
P.E on W/ZS/M7. Th4doesnetserc anelecbonloaWslped
document
CERmFICNmON 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 l 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.
Q'W1N,11YJERD
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 66' Edition (2017) Florida Building Code through testing
in accordance with the fallowing 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
1507.33
3. REFERENCES:
Enti
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (75r6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, U.C. (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
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14.
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
ServiceConfinnation
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. PRODULT 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 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]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.
5.2 This Evaluation Report is not for use in FBC HVHZjurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product
Baedor Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of A u th orkation #9563 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underloyments; (900) 516.1485 Revision 6: 09/25/2017
Page 2 of 6
I'
NJ N ff Y i EGA
SA 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: RooFCoverzOaOo�s ;;
Underlayment
Asphalt
Shingles
Nail -On rile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No
No -
No
Yes
Yes
Underlayment
Tri-BuiltS/AHTTU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Bulit Smooth HT S/A
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the fallowing Approved tile adhesives / undertayment combinations.
TABLE
2A:ALLOWABLETILE,0H6IVE/LJMIERLAYM ENTtONIBINATIONS.. '
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polysete AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TlleBcncl'
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 Underlayment, Trl-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
9 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 undertayment
5.6.2 Band -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:
B 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 Manufacturers orAdhesive Manufacture/s Florida Product Approval for Overturning Moment Resistance Performance.
Ertedor Research and Design, LLC Evaluation ReportA42960.10.12-R6
Certificate of Authorization 003 6'n EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6:09/25/2017
Page 3 of 6
i
' QOM�141TYXRD
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
i
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 $A Shingle Underlayment or Tfi-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A FIT 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)1:
When loading roof tiles on the underlayment in direct -deck the 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:'TILi.SUPPA4LI$81TAYI6PIs KoR DIRECT-�EO(.'rILE
IN5rAtl,4f10Ns .," .' '
Maximum
Underlayment
Tile Profile
Staging Method
slope
Flat
Max 10-tile stack
6:12
Lugged
Max 10-tile stark
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"':
tA
Underlayment
".
Lugged
l
Exterior Research and Design, LLG Evaluation Report A42960.10.12-R6
Certificate ofAuthorization 0503 6EDmoN(2o17) FBc won-HvHt FwAwmnonf F1.16048-116
TRI-BUILT Roof Underlayments, (8001516-1485 Revision 6: 09/25/2017
Page 5 of 6
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 Tri-Built S/A HTTU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment In FBC Table
1507.1.1 forthe 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 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 34nches, 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, I.I.C. 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 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 1 He Applications (Tri-Built S/A HT TU Underiavment only):
Reference is made to FRSA/TRI April 2012 (0412) 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 FRSA/TRI April2012 (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 the
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.
B. MANUFACrURING PLANTS:
Gulfport, MS
9. QuALITVAssURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation ReportA42960.10.12-R6
Certykate ofAuthorizatfon #9503 6ry EDMON (2027) FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments: f800)516-1485 Revision 6: 09/25/2017
Page 6 of 6
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TRINITY I ERD
:: ,.. ..
TaetE l:TRhBUILT Roof Covins..
Reference
Layer
Material
Application
BP -AA
(Base and Ply sheets, Asphalt -Applied)
Base Ply
FBC Approved ASTM D4601, Type It
HA at 20-40lbs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
(585, Asphalt -Applied)
Ca Ply
p
TriBullt SBS Granular
HA at 20-401bs/square
SBS-TA
(SBS, Torch•Applled)
Cap Ply
TriBullt SBS Granular
Torch -Applied
SBS-SA
(SBS, Self -Adhering)
Base Ply
TriBullt SASBS-Base
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
(APP, Torch -Applied)
Base Ply or Ply
TriBulIt APP Smooth
Torch-Applled
Cap Ply
THBUIIt APP Smooth, TriBuIIt APP Granular
APP SA
(APP, Self -Adhering)
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
VAPORBAIIRIER�OPn610;STRUCTURAL CONCRETE,DEL1(i ADHEREO INSUTA7ION PERTABLE 3A'" " - .^" '. �•" - "'
Option#
Primer
Vapor Barrier
Insulation Adhesive
MDP(psf)
Type.
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20, 12-inch o.c.
-60.0
VB-2.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Insta-Stlk, 12-Inch o.c.
-75.0
VB-3.
ASTM D41
TrIBUIIt SASBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch o.c.
-157.5
VB-4.
ASTM D41
TriBullt SA SBS Cap
Self -Adhering
CR-20,12-Inch o.c.
-270.0
VB-5.
ASTM D41
TriBulit SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20,12-Inch o.c.
-290.0
17. Dens Deck shall be fleld-primed with PG300 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. 'MDP° = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
.Exterior Research and Design, U.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027.R2
Certificate of Authorization #9503 6P EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516.1485 Appendix 1, Page 3 of 26