HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENT�-
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Product Approval
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Or.Mrr[l AePreval MM1m, > rnqust nr Aoutw'altan 3carch ! AP'vl.--QU )n l.,.l > Application Detail
FL ;k FL't6048-R
Application Type Revision
Code version A `
Application Status Approved THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
cD MAY BE NECESSARY IN ORDER TO
Archhivedived COMPLY WITH ALL APPLICABLE CODES.
Product Manufacturer Tri-Suit M5tr3rials Gtou , LLC
Address/Phone/Email PD Box 70;
R tlerford, NJ 07070
(800)516-1485-
david.ru.iz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, N1,07073.
(201)841-2449
david.ruiz@tr!builtmateriaisgroup.com
Quality Assurance Representative CONCEALED FASTENERS
Address/Phone/Email ARE EIjIORATTACHMENTS
onlsiBummOFTME
. rN
Category' Roofing ToOR RECORD
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L l Evaluation Report - Hardcopy Received.
Florida Engineer or Architect Name wha developed Robert Nieminen
the Evaluation Report
Florida License UL LLC66 FILE COPY
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevlch, PE
I:j Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
FL16048 Rh COT 7017 01 CX Nieminen nif
Standard
ASTM 01970
ASTM 13155
FM 4474
FRSA/TRI April 2012 (04-12) '
UL 1'897
Equivalence of Product Standards�u `t ^ iI'Zp� D
Certified By IguC?�/S D
Sections from the Code ST. LUCIE COUNTY BUILDING DIYJSMN
REVIEWED FOR COM IANCE
REVIE D
DATEJr. �,
liar
2015'
2005
2011
2012.
2012
PLANS AND PERMIT MUST BE KEPT JOB
SITE OR NO INSPECTIONS) WIL E MADE
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary, of Products
t t
Method 1 Option D
09/2512017
10/01/2017
10/03/2017
12/12/2017
FL #
Model, Number or Name
Description,
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved'for use in HVHZ: No.
Ft1G048 R6 II 70I7' fl9 FINAL ER TR(-
Approved for use outside HVHZ: Yes
BUILT (1Nr)FRi.AYVtFNT1-; FLVS048-R6.jidf
Impact Resistant: N/A
Verified By; Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of foam -on the systems overtop the self -adhering .
FL16048 R6 AE 2017 02 FINAL ER TRI-
underlayment for one particular application. See ER Section
RU LT UNDERi AYMENT5 FLIO-18-R6.12tif
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
aa4u next
Contact us.:: 2601. Blair Stgn4 Road.. Tallahassee Fl, 37399 phone: 550-407-1824
The State of Florida is an AAJEEO employer. Copyright 2007-2013 State of Florida, : Privacy Statement :: Accessibility Statement :: Re51nd Statement
under Florida law, email addresses are public records. If you do not wdntyour'e=mall address released in response.to a pubfkw -records request, do notsend elecnic.
mall to this entioffco Instead, contact the oce by phone or by traditional mall. If you Have anyquestions, please contgrSSUAS7.1395. •pursuant to Section.455.275
(1). FlmidoStaudes, effective October 1, 2012, licenseeslicensed under Chapter 455, F.S. must provide the, Department with'an' enfail address'If they have one. The
entails provided may be.used for offid.I commuWmtIdn.with the licensee. However email addresses am public m=rd. If you do not wish to suppy o personal address,
please provide the Department with an email address which can be made available, io"tbe,pub17c. To determine if you are a licensee under Chapter 455,. F.S., please
cllcit here..
Product A77p(prro�oov,va��l (A �..�pts:
safe
51
N REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
cera cote of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
TRI- UILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO 'ox 70 FL16049-R6
Rutf�erford, NJ 17070 Date of Issuance:10/25/ZO1Z
(go } 516=1485 Revision 6: 09/25/2017
SCo E
Th'I Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations'governing; the use of
co, �lstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
r?ducts described herein, have been evaluated for compliance. with the 60 Edition (2017) Florida Building Code
Ztions noted herein.
TRi-BUILT Roof Underlayments
Labeling shall be in accordance with the. requirements the Accredited Quality Assurance Agency noted
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the reamed product(s) changes, the referenced
�uality 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, RE. if the product
changes or the referenced Quality Assurance documentation changes. Trinity IERD 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 "TrinityI ERD Evaluated" may he.. displayed 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 of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration &a. 59166, Florida DCAANE1983
titTtttttRti,r, : "
The faisimft sealappearing was authorized WRobettNiemineo,
NE on 09/25/2017. This does not serve as an electronically signed.
dgament
CERTIFICATION OF INDEPENDENCE:
I. Trinity IERD does not have, not does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I 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 TrinitylERD 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.
I I'
i
i ?'.rl
RNIERD
COMPONENT EVALUATION:
1. II 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 6u' 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.
2.11 STANDARDS:
Section
1.504.3-1
1504.3.1
1504.6
1507.2.4 / 1507.1.1,1507.2.9.2
1507.3.3
REFERENCES:
Enti
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (T5T6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049).
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
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
540540.03.14
S44870.04.14-2
S44870.04.14-3
S,44870.04.14-1
544870.04.14-4
S43530.02.14-1-R1
S43530.05.14
$40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmat;on
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/1013
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. 0118/2020
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,.
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 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; U.C. Evaluation Report A42960.16.13=R6
Cerd lcate ojAuthorization 49503 6"' EDITION (20171 FBC NON-HVHZ EVALUATION FL16048-116
TRI=BUILT Roof Underlayments; (800).516-1485 Revision 6: 09/25/2017
Page 2 of 6
7
TRINIT
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:
...
"t
� �.• "'iABLB �2Cr0�
`�*�
�.: a� �
s2 -
!�?l`'!as � e ���.�x
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
I
Metal
Wood Shakes
Slate
Shingles
I & Shingles.
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Underlayrnsrt
x Yesr w E
Yes - t
yes--
.Yea
�v e
es -
es
Yes
No
Tri- Uiltlh�HT~5/A
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
F. i}=� e xBJlU�OWA8L�1lED_HESIr)I{(DERLAYINITCOIIRB[IVAiE315{wa.i3
Adhesive
Florida Product Approval Underlayments
ICP Adhesives. Polysete AH-160
FL6332 j Tri=Built S/A HTTU Underlayment
Dow TileBondTM
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, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlaymert applied to:.
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTMD41
primed Southern Yellow Pine; ASTM*R41 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, LLG 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 Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens 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 system ` (Tri=Built' S/A HT TU Underlayment-only); insulation attachin6rit. shall be
designed by a qualified design pi•ofessiorial and ih tall.'ed based on'testing of the insulation/underlayment
system in accordance with FIVI 4474, Appendix D orTAS 114, AppendixJ.
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, UC Eiraluation Report A4296030.12-R6
Certiflcore of Authorkation #9Sa3 (2017) FSC NON-HVNZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments: (800) 516-1485 Revision 6: 09/2S/20].7
Page 3 of 6
vtit R1 1 1 ERD
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
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 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).
I5.6.4 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 the 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 FRSA/TRI.April 2012 (04-12), Appendix.A, Table 1A of
J 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-Bu(It $/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-BuiltS/A HT TU Underlayment, self -adhered.
Exterior Research and Design, LLC. Evaluation Report A42960.30.12-R6
Certificate of Authorization N9503 '6i" EDITION (Zp17) FBC NON-HVHZ EVALUATION FL26048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/20.17
Page 4 of 6
' � I
}
i
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* Barry the lirriitatibns 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 HTTU 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 untlerlayment 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.
s '
e,
TkBLE 2 ilCF SLIPP 1Sik Ll(911 �i TIP S FO D(f
..�..., ._.. .,.. max..., ».�.. ,...M .,, .,. _ .....e.
3
GF i F,i�If iFB WTAi IA17 s«x �*' :' fiaa, Y. tom?
•�-,�r.-,.__.. ,n-...�..�, .......tc�..,_,.
Maximum
Underlayment
Tile Profile
Staging Method
Slope
Flat
Max.10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max.10-tile stack (bottom 24ile stack
shall be inverted, followed by:8 tiles high
6:12
'on slope, as.shown below)
t
rtF jS 5
Tri-Built 5/A HT TU
en Underlam t
Y
Lugged
t .... u..
r
Exterior Research and Design;LLC. Evaluation Report A42960.10.12-116.
Certificate OJAuthorizotion #9503 a EDITION (2017) FBc NON-HVHZ'EVALUATtON. FL16048-R6,
TRI-BUILT Roof Underlayments; (800),516-1485 Revision 6: 09/2S/2017
Page 5 of 6
6.
t
l TRINITYI ERD
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, I.L.C.
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 Underla-ament or Tri-Built Smooth HT S/A
Underlayment•
6.3.1 Shall be installed in compliance with the requirements for ASTM D1910 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
it of release film.
Adhere the exposed part to the.substrate and unroll the remaining membrane as faras 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 a -inches, configured to shed water. Vertical seams should be 6-
inches and staggerednot 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, I.I.C. 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 ther 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 Apoiications (Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (64-12) 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 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. See Table 2 herein, :and TRI-BUILT Materials Group, LLC publish ed.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.
S. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:.
UL, LLC—QUA9625; (3144) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and besign, LLC. Evaluation Report A4296010.12-116
Certificate of Authorization #9503 O' EDITION (2017'1 FBC-NOry-0VHZ t:VALUATIQN F1.16048-R6
TRI-BUILT Roof Underlayments; (800)516-1485 Revision 6:.09/25/2017
Page 6 of 6