HomeMy WebLinkAboutProduct Approval (2) ^ /
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Certificate q/Authorization*95u3 E ]BCHRISTIAN STREET, UNIT#13TRINITY ER
OXFORD,[TOG478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC RECEIVED Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
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(800)516-1485 Revision 6: 17
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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 0ieminen'
P.E. for use of the product under the Florida Building Code and Florida Building [ode, 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 Underlaymmants
L»osums: 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(u)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 Niem|nen, P.E. if the product
changes orthe referenced Quality Assurance documentation changes. Trinity|ERDrequires acomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity|ERDEvaluated" may bedisplayed 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 ofpages 1through 6.
Prepared by:
Robert J,&O,N|enmioen,P.E. The facsimile seal appearing was authorized by Robert m"minen,
Florida Registration No.59266,Florida Dc4xNEz983 p.a""mvzv20o.This does not serve""=electronically signed
aoc"m""�
CERTIFICATION mFINDEPENDENCE:
1. Trinity|ERD does not have, nor does itintend toacquire orwill it acquire, afinancial interest inany company manufacturing or
distributing products itevaluates.
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
whichtheexa|uadon reports arebein issued.
.
4. Robert N|eminen'P.s.does not have, norwill
acquire,a financial interest in any other entity involved in the approval process of the
product.
.
s. This i, abuilding code evaluation. Neither TrinitylERonor Robert Nieminen, P.E. are, many way, the Designer ofRecord for any
project oowhich this Evaluation Report,orprevious versions thereof,is/was used for permitting ordesign guidance unless retained
specifically for that purpose.
�. TRINITY ERD
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 6th 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 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 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 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 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 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 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 TrinityJERD 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,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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5.4 TRI-BUILT Roof DndeMaymments may be used with any prepared roof cover where the product is
specifically referenced within F8[ approval documents. |fnot listed, a request may bemade to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.S Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes slate
Shingles &Shingles
'Tri-Buiit Sand-R SA Shingle 'Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Tri-Suilt Smooth HT S/A Yes No No Yes Yes Yes
5.51 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS1
Adhesive Florida Product Approval Underlayments
'
ICP Adhesives PolVset- AH-160 FL6332 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.5.1 Direct-Bond to Deck:
Tri-BuiltSamd-R SA Shingle Underlayment,Tri-Built S/A HT TUWnderlaymentmTri-Built Smooth HT S/A
Un6erbynmentapplied to:
� Plywuod; ASTIVI D41 primed plywood; OSB; ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41primed structural concrete.
While not required over plywood,0513 or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck ifthe final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires ton8ue'and-8roove board decking be covered with plywood or
OSB prior toinstallation ofthe self-adhering undedayment.
5.6.2 '
Tri'8uDtSan6-R SAShingle un6eHayment,Tri-Built S/AHTTUQndedaymentorTri-Built Smooth HTS/A
Undedoynmentapplied to:
� Dens Deck Prime;5E[URO[KGypsum-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 TW Underlaymoent only), insulation attachment yhd| be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system inaccordance with FK84474,Appendix DorTAS 114'Appendix].
^Refer mTile Manufacturer's or4dheshveManufacturer's Florida Product Appro,o/forOverturning Moment Resistance Performance.
Exterior Research and Design,uc. Evaluation Report owzg*o.zuzz'no
Certificate of Authorization#9503 sT"EDITION(zoz7)racmom'xvozEVALUATION puoowx'ne
TRI-BUILT Roof umuenavments;(800)516-1485 Revision s.uy/as/ao17
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TRINITY ERD
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
Underlayn)ent applied to:
r 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).
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 the
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 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 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. Evaluation Report A42960.10.12-R6
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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5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
o,exceed that required under F8SA/TRIApril 2V12(0u4-12[Appendix A_Table 1A.
A|temodve/\\ the maximum design pressure for the selected assembly shall meet or exceed the Zone l
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and ] shall employ an
attachment density designed by o qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANS|/SPRI VVD1, 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 Z.2.1O.1ofFM Loss Prevention Data Sheet 1-29(January 2W16)for Zone 2/3enhancements.
SJ Exposure Limitations:
Tri-Built Sand-R SA Shingle Wn6edayment or Tri-Built Smooth HTS/A Un6edayment shall not be left
exposed for longer than 3M'daysafter installation
Tri-BoUtS/&RT 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)):
When loading roof tiles on the under(ayment 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 LimrrATioNs FOR DiRECT-DECK TILE INSTALLATIONS
Underlayment 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 S/A HT TU
Underlayment Lugged
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate cfAvmo*zati^vwssus 6~EDITION(2oz/ Facmow'xvxzEVALUATION no6048-116
TRI-BUILT Roof undwnavments;(8o0)sua-14a5 Revision 6:09/25/2017
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6' INSTALLATION:
6'1 TRI-BUILT Roof Un6ev|ayment shall be installed inaccordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section S 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).
G'3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Bullt SIA HT TU Underlayment or Tri-Built Smooth HT S/A
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 under|ayment in FBC Table
15O7'1.1for the type nfprepared roof covering tobeinstalled.
6.3.2 Non-Tile applications:
While priming isoptional,TRI-BUILT Materials Group, LLC recommends priming the deck ifthe final roof
cover isnot slated for installation within 24hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ftufrelease 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 orhand-press the membrane into place toachieve abond.
Horizontal seams should be minimum 3-inches' configured to shed water. vertical seams should be 6-
inches and staggered not less than
'inchesan6stog8erednot/essthan 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,1WC recommends back-nailing in the
overlap area at the top ofthe sheet atIJ-incho.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 ofthe valley or ridge in
each direction. For valleys,apply the sheet starting atthe lowest point and work upward.
G.3.] :
Reference is made to F0SAITQI April 2012 (04'13) Installation Manual and Table 1 herein, using the
instructions noted above asaguideline.
For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope ofFRSA/IRYApril 2812(84-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
under\ayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
J' 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:
ULLL[—[lUA96l5;(314)S78'34O6;k.chance||or@us.u|.com
'END opEVALUATION REPORT-
Exterior Research and Design,uc Evaluation Report A4296010.12-n6
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TRI-BUILT Roof undoaayments:(800)s16-1485 Revision e09/2S/ZOo
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