HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSSCANNED -
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> Application Detail
FL16048-R6
Revision
2017
Approved
r—
RECEIVED
MAY 31 2018
ST. Lucie County, Permitting
Product Manufacturer Trl-Built Materials group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070 THESE PLANS AND ALL PROPOSED WORK
(800) 516-1485 ARE SUBJECT TO ANY CORRECTIONS
david.ruiz@tribuiltmg.cR]=-QUIRED BY FIELD INSPECTORS THAT
Authorized Signature David Ruiz MAY BE ARY IN ORDER TO
COMPLY WITH ALLL APPLICABLE CODES.
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073.
(201)842-2449
david. ruiz@tri builtmateri alsgrou p.com
Quality Assurance Representative Add ress/PhoneJErna it CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RE-SP0N8i Qft#UAqVLIENTS
Category Roofing CONTRACTOR OR RECORD
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who de eloped Robert Nieminen the Evaluation Report����COPY
Florida license PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich, PE
s Validation Checklist - Hardcopy Received
Certificate of Independence =t_,tf�04R R6 i:()I�?.(7I.7 01 COf M1?ieminen.ndf
Referenced Standard and Year (of Standard) Standard dear
ASTM D1970 2015
ASTM G155 2005
FM 4474
i 2011
FRSAJTRI April 2012 (04-12) 2012.
UL 1897 2012
Equivalence of Product Standards Certified By
ST. LUCIE COUNTY BUILDING DIVISION �—
Sections from the Code i REVIEWED FOR COMPLIANCE
REVIEWEDAY
DATE r
PLANS AND PERMIT MUST BE KE N JOB
SITE OR NO INSPECTIONS) WILL BE MADE
i
L
t
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model„ Number or Nan�te
Description
16048.1
TRI-BUILT'Roof Underla ments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Ft.16048 R6 TT 2017 09 FINA.. cit TRt-
Approved for use outside HVHZ: Yes
P-_t TtT _QNOfA1_AY41cNTS fi.?o�SAZa gf i1�f
Impact Resistant, N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 i
Created by Independent Third Party: Yes
Other: 1.) The desion pressure noted herein pertains to use
Evaluation Reports
of foam -on the Systems overtop the self -adhering
Ft16048. R6 AC 2017 09 FINAI f-R TRt•-
underlayment for one particular application. See ER Section
r WLI UNr-1F rt,� f L160 8-RS,n�if
5.6.4 for details. 2.) Refer to ER Section 5 for of er Limits of
Use.
Created by Independent Third Party: Yes
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Contact. Us.:: 7.601, BlIair Stone Road. Tallahassee Fl. 37399 Phone: 851-487-1824
The State or Florida isan AA/EF.o employer. fonyrinht i067-2013 State. of Florida.:l Privacy Statement :: Accessibility Statement :: Raimd Statement
Under Florida law, email addresses are publk rvcuMs, If you d9 not want your e-mail address released in response to a publtc-records request, do not send electronic:
mail to this entity. Instead,. Contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licen�ed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emails provided may be used for nfflcial;communicninn.w�lh tlia liconsee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an mnail addrnss whk.h an be made available to the.pubiic. To determine it you are a licensee under Chapter 455,. F.S., please
click 1Z.
Product Approval Accepts:
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EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of A uthorization #9503
IT #13
ERD i 353 CHRISTIAOXFORD,� TN06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCOPE:
This Evaluation Report is issued under Rule 61G20-3
construction materials in the State of Florida. The do(
P.E. for use of the product under the Florida Buildi
products described herein have been evaluated for
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the
herein.
CONTINUED COMPLIANCE: This Evaluation Report is Valid
Quality Assurance documentation changes, or provisk
this Evaluation Report by the named client constitt
changes or the referenced Quality Assurance docume
Evaluation Report relative to updated Code requiremf
ADVERTISEMENT: The Evaluation Report number prece
advertising literature. If any portion of the Evaluation
INSPECTION: Upon request, a copy of this entire Evalua
its distributors and shall be available for inspection at
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robertl.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANF1983
Evaluation Report A42960.10.12-116
FL16048-R6
Date of Issuance:10/25/2022
Revision 6: 09/25/2017
d the applicable rules and regulations governing the use of
entation submitted has been reviewed by Robert Nieminen,
Code and Florida Building Code, Residential Volume. The
npliance with the 6111 Edition (2017) Florida Building Code
the Accredited Quality Assurance Agency noted
JI such time as the named product(s) changes, the referenced
of the Code that relate to the product change. Acceptance of
agreement to notify Robert Nieminen, P.E. if the product
tion changes. Trinity] ERD requires a complete review of this
with each Code Cycle.
I by the words "Trinity IERD Evaluated" may be displayed in
port is displayed, then it shall be done in its entirety.
1 Report shall be provided to the user by the manufacturer or
job site at the request of the Building Official.
t �ttllttftl}t,,,,t'J -
J?.`��•t0
:���,���'��4i t`t•" The facsimile seal appearing was authorized by 11.1-A Nieminen,
P.E. on Z25%201Y. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitvlERD 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. 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 Trinitvl ERD nor Robert Nieminen,_ P.E. are, in any way, the Designer of Record for any
project an which this Evaluation Report, or previous versions thereof, is/was used for permitting• or design guidance unless retained
specificallyfor that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayinents, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following section of the 61h 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
1.504.3.1. Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weat ering ASTM G155 2005
1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Propertie ASTM D1970 2015
1507.3.3 Physical Propertie FRSA/TRI April 2012 (04-12) 2012
3. REFERENCES:
Enti Examination Reference Date
ERD (M6049) Physical Propertie S40540.02.13-1 02/19/2013
ERD (TST6049) Physical Propertie 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 Propertie 544870.04.14-3 04/02/2014
ERD (TST6049) Physical Properties $44870.04.14-1 04/10/2014
ERD (TST604% Physical Propertie S44'870'04.14-4 04/10/2014
ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD (TST6049) Physical Propertiels S43530.05.14 OS/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 Wea.Ihering SC8520.04.15 OS/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 Fri -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 TrinityIERD 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, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization V9503 6 EDITION (2017j F8< NON-HVHZ. EVALUATION FL16048-R6
TRI-BUILT Roof Urlderlayments; (800).516-1485 Revision 6: 09/75/2017
Page 2 of 6
I y:wm+
,J TRINITY € ER
5.4 TRI-BUILT Roof Underlayments may be I 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:
TAELE 1 IROOfrCOV£Ft OP71pNS R a
Asphalt
i Wood Shakes
jUnderlayment
Nail -On Ile
Foam -On Tile
Metal
Slate
i Shingles
&Shingles
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes I
Yes
i Underlayment
j
...................................................__...
—
Yes
t_
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
T-BuittSmoot i / Yes
No
No
Yes
Yes
Yes
.Utadertayment
5.5.1 "Foam -On Tile" is limited to use of the fol�owing Approved tile adhesives / underlayment combinations.
xr.. ,.-u, TA�LEIA ALTOWABLE TILE �Il1HE51UEf UNDERLAYMENT COM15INATiC4l\tS�•
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset� AH-160
FL6332 I
Tri-Built S/A HT TU Underlayment
Dow TileBond"
FL22525 1
Tri-BuiltS/A HTTU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle UnderlaymE
Underlayment applied to:
Plywood; ASTM D41 primed plywoc
primed Southern Yellow Pine; ASTM
While not required over plywood, OSB o
recommends priming the deck if the fir
TRI-BUILT Materials Group, LLC require
OSB prior to installation of the seff-adhe
5.6.2 Band -to -Insulation:
Tri-Built Sand-R SA Shingle .UnderlaymE
Underlayment applied to:
)�, Dens Deck Prime; SECUROCK Gypsu,
Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
1; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
X1 primed structural concrete.
Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
d roof cover is not slated for installation within 24 hours. Note:
tongue -and -groove board decking be covered with plywood or
ng underlayment.
Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
ber 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 IS/A HT TU Underlayment onlv), 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, ApIpendix D orTAS 114, AppendixJ.
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1 Refer to Tile Manufacturer's or Adhesive Manufocturer's Florida Product ApprovalforOverturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6"' EDITION 12017,1 FBC ICON-HVkZ EVALUATION 1:1,113048-R6
TRI-BUILT Roof Underlayments; (800) S16-1485 Revision 6:09/2S/2017
Page 3 of 6
ER
5.6.3
Tri-Built Sand-R SA Shingle Underlayment f Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
v 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 a ached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlavment Svstems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance oil all underlayment systems beneath foam -on the systems, where
the underlayment forms part of the loadljjpath. 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 ultimatepassing 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
FBC 1609 for determination of design winid pressures:
#1 Maximum Design Pressure=-45.0 psf:
Deck:
Min. 15, inch plyw od 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 U lderlayment, self -adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck:
Structural concrete t meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 60 C
Underlayment:
Tri-BuiltS/A HTTUUnderlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 osf;1
Deck:
Min. 15/32-inch APAlrated 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 IUnderaayment, 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.
N4 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 Sol -G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1511I 7.5.2) 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.
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Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-R6
Certificate of Authorisation #9503 '6i" EDITION (Z017) FBC NON-tfVHZ EVALUATION FLU048-R6
TRI-BUILT Roof Underlayments; (8001516-1485 Revision 6: 09/25/2017
Page 4 of 6
5.6.4.1 For mechanically attached Base 5heet, the
or exceed that required under FRSA/TRI Al
Alternatively, the maximum design pressL
design pressure determined in accordant
attachment density designed by a qualifi
Commonly used methods are ANSI/SPP
Application Standard RAS 117. Assembl
Section 2.2.10.1 of FM Loss,Prevention Da
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlaymel
exposed for longer than 30=days after inst
Tri-Built S/A HT TU Underlayment shall nC
5.8 Tile Slippage Limitations {TAS 103 per FRS/III
When loading roof tiles on the underlayiA
be as follows. These slope limitations c�11
tiles.
maximum design pressure for the selected assembly shall meet
Iril 2012 (04-12), Appendix A, Table 1A.
re for the selected assembly shall meet or exceed the Zone 1
with FBC 1609. In this case, Zones 2 and 3 shall employ an
!d design professional to resist the elevated pressure criteria.
WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
es marked with an asterisk* carry the limitations set forth in
a Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
or Tri-Built Smooth HT S/A Underlayment shall not be left
be left exposed for longer than 180-days after installation.
it in direct -deck tile assemblies, the maximum roof slope shall
only be exceeded by using battens during loading of the roof
" I ?ABLE Z TtEI S`LiPPAGE !!MI i�ATIONS FOR D(RECT
i)E£K CILE INSiALLATfON
:
aK -
Y _
Maximum
Underlayment
Tile Profie I
Staging Method
Slope
Flat
Max.10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
1
Max.10-tile stack (bottom 24ile stack
shall be inverted, followed by 8 tiles high
6:12
on slope, as shown below)
"eii
34
Tri-Suitt S/A HT TU
k,
.,
Underlayment
�
Lugged-
err
S Z.y'..' i"✓t� PF, k
€
Exterior Research and Design, LLC.
Certificate of Authorization #9503
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6''' EDMON (2017) FBC NON.HVHZ EVALUATION
TRI-BUILT Roof Inderlayments; (800) 516-1485
I
Evaluation Report A42960.10.12-R6
EL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
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6. INSTALLATION:
6.1 TRI-BUILT Roof Underiayments shall be iinstalled 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 chII eck for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to apI lication, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU UnderlaVrnent 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 co, ering 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 �j14 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 h rid -press the membrane into place to achieve a bond.
Horizontal seams should be minimum flinches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft frinm vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, IRI-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 Tile Applications (Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April
instructions noted above as a guideline.
For foam -on tile applications, reference
fall outside the scope of FRSA/TRI April
Tile shall be loaded and staged in
underlayment. See Table 2 herein, an
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority
this product.
(04-12) installation Manual and Table 1 herein, using the
made to Section 5.6.4 herein for wind resistance limitations that
)12 (04-12).
manner that prevents tile slippage and/or damage to the
TRi-BUILT Materials Group, LLC published requirements for tile
Jurisdiction in order to properly evaluate the installation of
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
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Exterior Research and Design, U.C.
Certificate of Authorizotion 0503 6" EDITION (M7) FOC.NON-HVHZ EVALUATION
TRI-BUILT Roof Underiayments; (800) 516-1485
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Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 6 of 6