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��- JAN 2 3 2018
�L160,48=R6 �
Revision ST. Lucie County, Permitting 2017
Approved
i
THESE PLANS Aids ALL PROPOSED WORK
Tri-Built Materials Group, LLC :. ARE SUBJECT TO ANY CORRECTIONS
PO Box 70
Rutherford, NJ 07070 REQUIRED BY FIELD INSPECTORS THAT
(800) 516-1485,^ p
david.ruiz@tribuiltmg.com MAY AY BE NECESP1Y IM ORDER TW•''a'.'
-�,} LjVPLICAIM, CODES:'
David Ruiz —
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com .
Category Roofing
Subcategory lJ�derlayrnenfs
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
l..:i Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who de)
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By '
Certificate of Independence
I
Referenced Standard and Year (of Standard)
I
Equivalence of Product Standards
Certified By
Sections from the Code
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
04 Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI Nieminen.odF
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Year
2015
2005
2011
2012
2012
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, Numberlor
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
FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS' FL16048-R6.Ddf
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 tile systems overtop the self -adhering
FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application.
See ER Section
BUILT UNDERIAYMENTS FL16048-R6.Ddf
5.6.4 for details. 2.) Refer to ER Section
for other Limits of
Created by Independent Third Party: Yes
Use. i
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Contact Us ::I2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. C ,,' right 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phoneior by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address (which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
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EXTERIOR RESEARCH & DESIGN, LLC.
i Certificate of Authorization #9503
g 353 CHRISTIAN STREET, UNIT #13
QOTRINITYI ERD I OXFORD, CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-116
Rutherford, NJ 07070 Date of Issuance: 10/25/2012
(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.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report Is
Quality Assurance documentation changes, or pr
this Evaluation Report by the named client coi
changes or the referenced Quality Assurance dog
Evaluation Report relative to updated Code requi
ADVERTISEMENT: The Evaluation Report number I
advertising literature. If any portion of the Evalu;
INSPECTION: Upon request, a copy of this entire El
its distributors and shall be available for inspectii
This Evaluation Report consists of pages 1 throug
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
Ilid until such time as the named product(s) changes, the referenced
Fisions of the Code that relate to the product change. Acceptance of
titutes agreement to notify Robert Nieminen, P.E. if the product
mentation changes. Trinity) ERD requires a,complete review of this
!ments with each Code Cycle.
aceded by the words "Trinity I ERD Evaluated" may be displayed in
ion Report is displayed, then it shall be done in its entirety.
luation Report shall be provided to the user by the manufacturer or
at the job site at the request of the Building Official.
91
! yrttttn,,— —
COPY
j -
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity]ERD 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) 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.
S. 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.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Ui
demonstrated compliance with the following
in accordance with the following Standards.
Conditions of Use set forth herein.
2. STANDARDS:
QOTRINITYIERD
L . E COPY
erlayments, as produced by TRI-BUILT Materials Group, LLC, have
ctions of the 6`h Edition (2017) Florida Building Code through testing
mpliance is subject to the Installation Requirements and Limitations /
Section
Property
I
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Upliftl
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
S40540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated 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 underlayme�nt, 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 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 ✓<9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
QOTRINITYIERD
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:
TABLE 1 ROOF COV,,ER OPTIONS
Asphalt Wood Shakes
Underlayment Shingles Nail -On Tile Foam On Tile Metal & Shingles Slate
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLETIit ADHESIVE / UNDERLAYMENT CCIM6INATIONSx
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBond'"'
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.
Underlayment 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.
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 underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underll yment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ 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.
x
F
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. I Evaluation Report: A42960.10.12-R6
Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
Q0TFmN1TY1ERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ 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 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 &
FBC 1609 for determination of design wind pressures.
#1 Maximum Desien 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 FIT 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, LLC. 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
5.6.4.1 For mechanically attached Base Shei
or exceed that required under FRSA%
Alternatively, the maximum design
design pressure determined in acco
attachment density designed by a c
Commonly used methods are AN;
Application Standard RAS 117. Ash
Section 2.2.10.1 of FM Loss Prevent
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underl;
exposed for longer than 30-days afte
Tri-Built S/A HT TU Underlayment sl
5.8 Tile Slippage Limitations (TAS 103 Pe
When loading roof tiles on the uncle
be as follows. These slope limitatio
tiles.
!t, the maximum design pressure for the selected assembly shall meet
TRI April 2012 (04-12), Appendix A, Table 1A.
pressure for the selected assembly shall meet or exceed the Zone 1
rdance with FBC 1609. In this case, Zones 2 and 3 shall employ an
qualified design professional to resist the elevated pressure criteria.
;I/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
semblies marked with an asterisk* carry the limitations set forth in
on Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
yment or Tri-Built Smooth HT S/A Underlayment shall not be left
installation
all not be left exposed for longer than 180-days after installation.
/ment in direct -deck tile assemblies, the maximum roof slope shall
can only be exceeded by using battens during loading of the roof
TABLE
.. 2 71LE SLIP "1'*d
IMITATIONS FOR DIRECT';DECK TILE:INSTACLA17pNS". `
.. t
Maximum
Underlayment
Tile I
rofile
Staging Method
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-BuiltSAHTTU /
Underlayment
Lugged
zi3
Exterior Research and Design, U.C.
Certificate of Authorization N9503
eH EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof nderlayments; (800) 516-1485
I
i
rpm Ask,
ILI
Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 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 Underlayment, Tri-Built S/A HT TU 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 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
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 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 12-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, 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 TiU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) 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 published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Auth Irity Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS r
9. QUALITY ASSURANCE ENTITY: y
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 6 of 6