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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTr
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BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats &Facts ( Publications ! FBC Staff t, BCIS Site Map Links Search i
�Olida
10uProdct Approval
(�Ii 11i
USER. Public User
Product Approval Menu > Product or Application
Search > Apnlication List > Application Detail
FL #
FL16048-R6
Application Type
Revliision
Code Version
2017
Application Status
Approved
Comments I THESE PLANS AND ALL PROPOSED WORK
Archived 12- ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Product Manufacturer Tri-Built Materials GMAYLEE NECESSARY IN ORDER TO
Address/Phone/Email PO Box 70 COMPLY WITH ALL APPLICABLE CODES.
Rutherford, NJ 07070
�800) 516-1485
ilavid.ruiz@tribuiltmg.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who develc
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073 'eaml trl 3
(201)842-2449
david.ruiz@tribuiltmaterialsgroup,com 5- `7}L—
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCF�
REVIEWED BY
DATE r
Roofing PLANS AND PERMIT MUST BE KEPT ON JOB
Underlayments SITE OR NO INSPECTIONS) WILL BE MADE
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
U L LLC
07/18/2020
John W. Knezevich, PE
E Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI Nieminen.odf
Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL1897
2012
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
00WkACT©R OR RECORD
FILE COPY
i
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 Name I
Description
16048.1
TRI-BUILT Roof Underlayments I
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 I
E..1 48 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application. See ER Section
BUILT UNDERLAYMENTS FL16048-R6.Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limi i of
Created by Independent Third Party: Yes
Use.
Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want ypur 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 mad. 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 C�apter 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. lowever 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
click here .
Product Approval Accepts:
Credit Cafd
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BCIS Home ! Log In 1 User Registration i Hot Topics I Submit Surcharg
a
~,
b
Approval
rgT�Product
:USER: Public User
Product Aporoval Menu > Product or Application
Search > Application Us f > A
x
FL #
FL161
Application Type
Revis
Code Version
2017
Application Status
Apprc
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
W
Stats & Facts j Publications FBC Staff BCIS Site Map R� Links j Search
Detail
Tri-Bbilt Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800i�) 516-1485
david.ruiz@tribuiltmg.com
David Ruiz
daviI ruiz@tribuiltmg.com
David Ruiz
250IRoute 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
U
luation Report from a Florida Registered Architect or a Licensed
ida Professional Engineer
Evaluation Report - Hardcopy Received
ert Nieminen
U L' LLC
07/18/2020
John W. Knezevich, PE
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
I
Year
2015
2005
2011
2012
2012
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245'
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of Issuance: 10/25/2012
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 requiremi nts 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 thelCode 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) 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 t i e words "Trinity l ERD 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.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59155, Florida DCAANE1983
The facsimile seal appearing was authorized b Robert Nleminen,
PP g Y
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. 1
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 ilnterest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD 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
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 6th Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is sybject 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:
Entity
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)
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
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
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. 07/18/2020
4.1 Tri-Built Sand-R SA Shingle Underlayment is al 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 i self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
I
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.
I
Exterior Research and Design, U.C. 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 2 of 6
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 one this evaluation combined with supporting data for the
prepared roof covering. I
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
No
I 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 lA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENTCOMBINATIONS
Adhesive
Florida Product Approval I
Underlayments
ICP Adhesives Polyset® AH-160
FL6332 i
Tri-Built S/A HTTU Underlayment
Dow TileBond'"'
FL22525
Tri-Built S/A HT TU Underlayment
i
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
I
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.
I
5.6.2 Bond -to -Insulation: I
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 jprepared 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.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida'ProductApproval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. 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 3 of 6
i
TRINITYI ER®
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:
➢ ASTM D226, Type I or II felt. I
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
j 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 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: Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meetiproject 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 I CX 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, U.C. i Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
I
I
QOTP,,INITYIERD
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 thle 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 I1-29 (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 Slippage Limitations (TAS 103 per 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 bi exceeded by using battens during loading of the roof
tiles.
Underlayment
Tile Profile
Staging Method
Maximum
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-Built S/A HT TU
Underlayment
Lugged
Exterior Research and Design, L-C. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-AVHZ EVALUATION FL16048-136
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
I