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/12/2018 Florida Building Code Online
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FL #
FL16048-116
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Tri-Built Materials Group, LLC
Address/Phone/Email
PO Box 70
Rutherford, NJ 07070
(600) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature
David Ruiz
daVid.ruiz@tribuiltmg.com
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory I Underlayments
Compliance Method I Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida license PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date i 07/18/2020
Validated By I John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL16048 R6_COI _2017_01_C0I Nieminen.pdf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
Equivalence of Product Standards
Certified By
https://floddabuilding.org/pr/pr app g.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRBjv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 1/2
r"-6I12I2018 r�
Sections from the Code '
i
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
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
FL16048 R6_;I 2017 09 FINAL ESL
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-116.pdf
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_09 FINAL_ER TRI-
underlayment for one particular application. See DER Section
BUILT_UNDERLAYMENTS_FL16048-R6.pdf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
Qack Next
Contact s :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-437-1824
The State of Florida Is an AA(EEO employer. Coo right 20D7-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemenk
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 phone or 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 emalis 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
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please dick here .
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EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
TRINITY' ERD OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-RG
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800) 516-1485 j 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 a Edition (2017) Florida Building Code
sections noted herein. i
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 valid until such time as the,named product(s) 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 Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD 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 "TrinityIERD Evaluated" may be 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.
i
This Evaluation Report consists of pages 1 through 6.1
Prepared by:
Robert J.M. Nieminen, P.E. �!�is`°+0\;4�� The facsimile seal appearing was authorized byRobert Nleminen,
:,,Iin,..pa
Florida Registration No. 59166, Florida DCA ANE1983 P.E. on 09/25/2037. This does not serve as an electroninlry signed
document.
CERnRcATION 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 I ERD is not owned, operated or controlled by anyylcompany 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.
i
- 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 6ei 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
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1,1507.2.9.2
1507.3.3
3. REFERENCES:
Ent(
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
Property
Standard
Year
Wind Resistance
FM 4474
2011
Wind Uplift
UL 1897
2012
Accelerated Weathering
ASTM G155
2005
Physical Properties
ASTM D1970
2015
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
Examination
Reference
Date
Physical Properties
S40540.02A3-1
02/19/2013
Physical Properties
S40540.11.13
11/19/2013
Physical Properties
S40540.03.14
03/26/2014
Physical Properties
S44870.04.14-2
04/02/2014
Physical Properties
S44870.04.14-3
04/02/2014
Physical Properties
S44870.04.14-1
04/10/2014
Physical Properties
S44870.04.14-4
04/10/2014
Physical Properties
S43530.02.14-1-R1
05/14/2014
Physical Properties
S43530.05.14
05/28/2014
Physical Properties
S40540.10.14
10/31/2014
Physical Properties
SC7645.02.15
02/13/2015
Accelerated Weathering
SC8520.04.15
05/27/2015
Wind Resistance
SC14045.05.17-R1
06/07/2017
Quality Control
Multiple -Listing R16814
12/10/2015
Quality Controll
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tr( -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 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.
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 producIt.
Exterior Research and Design, I.I.C. i Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-2485 Revision 6: 09/25/2017
Page 2 of 6
- TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may tie 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 COVER OPTIONS
=
Underlayment
Asphalt
Nail -On
Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
I
& Shingles
Tri-Built Sand-R SA Shingle
Yes
N I
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Ye
Yes
Yes
Yes
Yes
Underlayment
i
See 5.5.1
Tri-Built Smooth HT S/A
Yes
N I
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
/..
TABLE lA AILOWABLE:TILE ADHESIVE UNDERIAYMENT COMBINATIONS)
Adhesive Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160 FL6332 I
I Tri-Built S/A HT TU Underlayment
Dow TileBond°" FL22525 I
1,Tri-Built S/A HTTU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlaymel
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywooc
primed Southern Yellow Pine, ASTM I
While not required over plywood, OSB or
recommends priming the deck if the fcnE
TRI-BUILT Materials Group, LLC require:
OSB prior to installation,of the self-adheri
5.6.2 Bond -to -Insulation:
Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
OSB; ASTM D41 primed OSB; Southern Yellow Pine, ASTM D41
41 primed structural concrete.
southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
roof cover is not slated for installation within 24 hours. Note:
tongue -and -groove board decking be covered with plywood or
ig underlayment.
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, 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.
f
I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorisation #9503 eH EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-148S Revision 6: 09/25/2017
Page 3 of 6
i
TRINITY I 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
Underlayment applied to:
5.6.4
➢ ASTM D226, Type I or II felt.
For installations under mechanically ati
minimum codified requirements. For
Underlayment only), base layer shall be
12). ,
does not address wind uplift resistance
the underlayment forms part of the lo;
underlayment systems that are not add
Japplications. Maximum Design Press
allowable wind loads, and reflects the I
per FBC 1504.9 has already been applie
FBC 1609 for determination of design w
#1 Maximum Design Pressure = 45.0 psf:
prepared roof coverings, base layer shall be attached per
Itions under foam -on the systems (Tri-Built S/A HT TU
:d per minimum requirements of FRSA/TRI,April 2012 (04-
ns in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
all Underlayment systems beneath foam -on tile systems, where
path. The following wind uplift limitations apply to direct -deck
sed in FRSA/TRI April 2012'(04-12) and are used in foam -on tile
Is the result of testing for wind load resistance based on
mate passing pressure divided by 2 (the 2 to 1 margin of safety
Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
pressures.
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 HTTU 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.
requirements to satis
Deck Preparation: Plywood shall be th
adhesion. All sheatl'
splinters and wood pr
Primer: (Optional) RESISTO E)
Underlayment: Tri-Built S/A HT TU
roller and/or weight(
voids/bridging at side
#4 Maximum Design Pressure = -60.0 psf:
ted BCX plywood (may be installed C-side up) to meet project
tion of Authority Having Jurisdiction.
)ughly cleaned to remove dust and debris that may inhibit
fasteners shall be driven flush with the surface. All sharp
-ctions shall be removed/sanded.
RIOR PRIMER
derlayment, self -adhered, shall be thoroughly roll using hand
roller to ensure there are no voids, and ensure there are no
d end -laps.
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, U.C.
Certificate of Authorization #9503
0 EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underl ayments, (800) 516-1485
Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6: 09/25/2017
Page 4 of 6
F)o
\,l TRINITY I ERD
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* 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 Slippaae Limitations (TAS 103 Der FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment 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 _ TIL ,SLIPPAGE IJMfl t-rig FOR'DIRECi DECK TILE-1NSfALWTIONS v
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max.10-tile stack
6:12
Lugged
Max.10-tile stack
5:12
Max. ID -tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
FS; �, ,r.✓, '` 'S` a 1-' Y a
H
Tri-Built S/A HT TU�ry.xr
r'} ` +. i `
Underlayment
Lugged
I
I
-
Exterior Research and Design, I.I.C. I Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6'" EDITION (2017) FBC-NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page S of 6
- .. TRINITY � ERD
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 $A 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 Malterials 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 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, 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 HTTU 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 Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
i
- END OF, EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 a EDITION (2017) fBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Unilerlayments; (800) 526-1485 Revision 6: 09/25/2017
i Page 6 of 6