HomeMy WebLinkAboutProduct Approval-Underlayments •
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EXTERIOR
RESEARCH&DE
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(203) 262-9245
EVALUATION REPORT '
TRI-BUILT Materials Group,LLC ' Evaluation Report A4296010.12-R5
POBox 7O FL16048'R6
• Rutherford, N]U707O Date of Issuance:10/2
(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.
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DESCRIPTION: TRI-BUILT Roof Underlayment
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED CONTPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenc ,
Quality Assurance documentation changes,or provisions of the Code that relate to the produa change. Acceptance 111.
this Evaluation Report by the named client constitutes agreement to notify Robert N| ) P.E. if the
changes ' Assurance documentationchanges. .n ' .__ requires a complete review __
Evaluation Report | i updated / QC
advertising literature. f any portion of the Evaluation Report is displayed,then it shall be done in its entirety /
INSPECTION: Upon request, a copof this entire Evaluation Report shall be provided to the user by the man
its distributors and shall be available for inspection at the job site at the requestof the Building Official. OC
This Evaluation Report consistof pages 1 through 6.
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Prepared by: --
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Robert WN.N��nen,P.E.
� �*��~-�^^� The m���=°/,pp�^�°=""m°�" �n�. w
����/��5����[�A�9B � ^"' ������� as an electronically signed
document. (
CERTIFICATION OF INDEPENDENCE: '
1. Trmity|Eno does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufaring or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
b
3. noertw|em|nen' p.s.doesnothavenorwU|acqvi,a'afinanda|inte,exmanycornpanvmanvfactuhngordi'tnbudnnpmduushu,
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 processofthe
product.
This is a buildid evaluation. Neither TrinftylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this |um|on Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
^ specifically for that pun,e.
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~u TRINITY]��^�"
. :iRoopmG COMPONENT EVALUATION:
1. SCOPE: -
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• 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: � .
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' Section ' Property Standard Year /
1504�.1 Wind Resistance FM 4474 2011
1604�.1 Wind Uplift UL 1897 2012
1504a Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1, 1507.2.9.2 Physical Properties ASTM 01970 2015 |'
- . 1507.3.3 • Physical Properties pnsA/TmApril 2Uz2(V4'1z) 2012 11
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3. REFERENCES:
Entity Examination Reference Date
Eno�sT6O4y) Physical Properties S40540.02.13-1 02/1oa /
' ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 /!
EKo(TsTOO^9) Physical Properties S40540.03.14 03/I6/2014 11
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 /
sno(TsTGO4s) Physical Properties S*4870.04.14-3 04y02/2014 /
ERD(TST6049) Physical Properties 544870.04.14'1 04/102014 |
. sno�sTsno9) Physical Properties S44870.04.14-4O04/10/2014 /�O/�o�4 i
ERD(TST6049) Physical Properties 543530.02.14-1'n1 05/14/2014 | .
ERD(TST6O49) Physica|pmpert/es S43530.05.14 05/28/2014 •
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ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
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ERD(TST6049) Physical Properties »[7o4xUZ z5 02/13/2015
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(TST6049)• vv
ERoAcceleratedeathe�n� SC8520.04.15 85/27/2015 |
sno(Tsr6U4y) Wind Resistance s[14045.05.17'n1 06/07/2017
UL,LLC.(QUA9625) Uua||ty.[ontru| Multiple-Listing R16814 12/10/2015 /
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.n/ z8/2020 .
4. PRODUCT DESCRIPTION: i
, 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof undedayment,with a36'inchsheet width�meetsA3TKADlg7O.
_ 4.2 Tri-Built8/AHTTVUndedaymentisase|f-adhehng, non'wovenpolyesterfabhcsurfacedSB5modified' '
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bitumen roof underlayment; meets ASTM 01970 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 under|ayment�meets ASTWiDl970. ,
5. 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 nV which this Evaluation Report, or previous versions the is/was .
used/ g or design guidance unless retained specifically for that purpose.
5.2 ThisEva|uahReportc isnotforu�einFB[HVHZjurisdictio� . ;
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5.3 • Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for�reratings ofthis product. ' .
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Exterior Research end Design,lil.C. Evaluation Report A42960.10.12-R6
certificate of Authorization�19503 o"
EDITION(zo1r>Focwom'xvxzEVALUATION /116048-w6
} TRI-BUILT Roof unoerlavmems;(xoNs1x-14os Revision a:ny/zs/uo17
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5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the produet is
specifically referenced within .~- approval documents. If not listed, a request may be made "' ""=
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the .
prepared roof coveh �� |
5.5 Allowable Roof Covers:
Asphalt
� Wood Shakes
Underlayment Nail-On Tile Foam-On Tile Metal Slate
Shingles &Shongloo
Tri-Built Sand-R SA Shingle
Yes No No No Yes ' Yes
Underlayment •
Tn-Built S/A NT TU Yes i
Yes Yes Yes Yes Ye
Under�ymentSee 5.5.1 '
Tri-Built Smooth NT S/A
Yes No No Yes Yes Yes
Underlayment i
5.5.1 "Foam-On Tile"ishmkedtnuseo[thufdlowingAppnovedti|eadhesives/undedaymentcnmbinabony.
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xdhe,ive Florida Product Approval Underlayments
ICP Adhesives Polmete AH-160 FL6332 Tri-Built VA HT TU Underlayment .
nownleuond= pc22525 S/A NT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond Deck: | •
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or.Tri-Built Smooth HT S/A
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Undenlayment applied to: |/
- Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41.
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
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While not required over plywood,OSBor 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:
TRFBU/LTK0ateha|s Group, LLC requires tongue-and-groove board decking be covered with plywood or
058 prior to installation of the self-adhering underlayment. �
5.6.2 Bond-to-Insulation:
' Tri-Built Sand-R8AShingle Underlayment,Tn-Built S/A HT TU Underlayment or Built Smooth HT S/A
Undedaymentapp|iedto:
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r Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shallbe attached per
' minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
' . under foam-on tile sysieou �i�Bui/�.�A HT TU Underlayment only), insulation attachment Shall be
designed by a qualified design
-- professional and installed based on testing
of the insu)adon/undedaymen1
system in accordance with FM 4474Appendix D or TAS 114,Appendix J.
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Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance.
1 Exterior Research and Design,ac. Evaluation Report xoayau10.z2-ns
4ertfficatevyAuthorization#9.03 o"conmmm(zoznFRC mom'xvxzEVALUATION pumwm-ms
Tn+omorRoof unaerlavmeots/(mm0)o*-14ns Revision au*/2s/ou7
Page 3 of 6
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5.6.3 Bond to MehanicaIly Attached Base Layer:
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Tri-Built'Sand-R SA Shingle Underlay.ment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT
Underlayment applied to: )|
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ASTM D226'Type | orUfelt.
•For installations under mechanically attached prepared roof coverings, base layer.shall be attached per
minimum Codified requirements. For installations under loam-on tile systems (Tri-Built.S/4 MT:m
Underlayment only), base layer shall he attached per minimum requirements of FRSA/TRI April 2012(04-
12). .'
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5.6,4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2812 (04-13)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the under|ayneoLfuo/'spart uri|.t PUUi. The fel '.'. !ift ! mitntinns apply to direct-deck
underlayment systems that are not addressed in HiSAjfki April 2012.(64-.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 presure divided byZ (the 2WA. margin of safety •
pe/ F8C15O4.9hasa|readybeenapp\ied). 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: .S/4HTTU UnJei|ayrnent' sc!f-sdhered.
#2 Maximum Design Pressure=-67.5 psf:
1.
Deck: Structural concrete to meet project requirements to satisfaction of Authority
Jurisdiction.
Primer: • SoprcmaZ|astorn|6n0c | •
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Underlayment: Tri-Built 5/AHTTUUnderlayment,»e|f-adhe/ed. , •
� #3 Maximum DesignPressure
Deck. Min. I5/�2 inch APA-rated BCX plywood (may he 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 [ hibh
adhesion. All sheathing fasteners shall be driven flush with the surface. AU'' harp
sp!intersand-"od prnlectinnc shall he removed/sanded.
Prime' (Opbuna|) C[S|STC EXTERIOR PRIMER ` � '
Underlayment: Tri-BuiltS/A HT TU, Underlaymentse�adhered shall be thoroughly roll usinhand
roller and/o, weighted roller to ensure there are no voids, and ensure there are no
voidsbhd�n�at�dpand end�aps�
#4 Maximum Design Pressure -60.0 psf: 1'
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. Deck: Min. I9/32-inch plywood to meet project requirements to satisfaction of Authority
,Having']urisdicdon. /
Base Sheet: soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 15 .7.5.1)
and tin caps(FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equelk'spaced rows in the center of the sheet. 1'
Underlayment: Tri'aui|cS/& 7UUndehaymen�,�c|��dhe��d
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Exterior Research and Octign,uc Evaluation xepouA*aywo/u.12-n6
Certificate of Authorization#9503 Ci,C4 (zo^r�rc�:c:'x�.��c'��u��/�p .1_:m*ens
TRI-BUILT Roounu*navments;(BOO)516-1485 Revision 6:oy/2s/uoo
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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/17.!Apr!!2012(04-17),Appendix A,Tab1A.
Alternatively, the maximum design pressure for the selected assnmbly shall meet or exceed the Zone 1
design pressure determined in arr:ordanee with ERC 1 !r this CPCO zones 2 and 3 shall employ an
attachment density designed by a qualined Uesgnp,ofessional pressure criteria.
Commonly used methods are AiNiSiiSPRi ifiD3., FM Loss PieVEntica; Data Sheet 1-ZS 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 Prevention 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 Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slipop.,e Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
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When ioaciing root tiles on the unclerlayinent in dirc-:‘el. deck tile sissernblics, the roof slopelshall • " " •
be as follows. These slope limitations can only be exceeded by using battens during loading of thel rdof
tiles.
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Underlayment Tile Pronle Staging Method
Slope
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Hal Ma;:.10La:stack 6:112
Lugged Max.10-the stack 5:12\
Max.10-tile stack(bottom 2-tile stack'
h2 inverted,followed by S tiles high 6:12
nn clnr‘n chnwn hninlAr) • •
Tri-Built.5/A HT TU Iaimmamm.11.11111.11Mitittlft..",aiMoV*1 ' ;
Underlayment
Lugged
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Exterior Research %LC Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6"'EDITION(2017)Fat NON-HVHZ EVALUATION 0 FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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