HomeMy WebLinkAbout1 Nail Strip Metal Underlayment4127I2ii?0 'i & L +�ft—l4mwmid-
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FL
- Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer w _
��tiE�is��E�r�q
AsfdresslPhonefEmaii Pc) Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David RUIZ
david. ruin@tribe iltmg.com
Technical Representative David Ruiz
Add ress/Phorte/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david-rulz@tribuiltrnaterial5group.com
Quality Assurance Representative
Address/Phone/Email
Category Roo€ing
Subcategory Underlayrnents
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 devOaped the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity LIL LLC
Quality Assurance Contract Fxplration Date 07/18/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certlfied By
FL16048 R6 COI 2017 01 C4I Niernjaq,pdf
Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TR1 April 2012 t04-12]
2012
UL1897
2012
hops:ltwww.fioridabuilding.Qrglprlpr app_dtl,aspx?param=wGFVXQwtDgtFPmdYiNDWlwipmt nRBjv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 1/2
412712020
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Hate Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
Summary of products
w..�n
FL Model, Number or Name --
4$.1 - -- TRI-BUILT Roof Underlayments—
L'mits of Use - - --
Approved for use in HVHZ: No
Approved for use outside 14VHZ: Yes
Impact Resistant; N/A
Design Pressure: +;N!A/-150
'Other. 1.) The aesign pressirz rioted Herein pertains to use of
foam -on rile systems vvertw the self -adhering a derlaymerlt
-ar one lar a; pllcatiOn- See ER SeCtlan 5.5,4 for deta its,
2.) Refer to ER SA&Lion 5 for other Limits of Use.
Description
Self -adhering, mod-Iffed biturnen roof ttnderiayrnent5
Installation Instructions
L16 48 R6 It 20 7 09 FINAL FD T I -
BUILT UNDERLAYMENTS FL1 04 -R pdf
Verrfied By: Robert Nierninen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
EL16048 B§ AE 2017 09 FI AL ER TrZI-
BU21LB§RLAYMLNTS FL16048-R6,pr�f
Created by Independent Third Party: yes
Conrad Us :: 2601 Eia Ir Stnns R d TMIatlassee FL 323s., Phone: ssa-487-1824
The State of Florida is an AA/EI:O empfoyer. Copy hi 20a?- t713 State of Flo - a.:: Pri a Statement ;: gcczs hiiity 5 atem _cl r �pt :: Re€ d stare ent
Under Florida law, email addresses are pub]lc records. If you do not want your a -mail address released In response to a pvhrrc-records request, do not send electrooic
mall to this entity, instead, contact the of Ice by phone or by tmditionat maiE. If you have any questlons, please contact 650.497.13,35. +Pursuant to Section 455.275(1)
Florida Statutes, effecLive October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it thay have one. The emails
provlded 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
piuvide the Department with an email address whl ch rsn be made available to Lhe publi C. To determine if VOL, are a licensee under Chapter 455. F.S., please dick ire .
Pr"uucct Approval Accepts-
PE
CrecjE' r,ard
Safe
https-llwww,floridabuilding.orglprlprapp-dil,aspx?param--wGEVxQwtDgtFPmdYil iDWrwipmtAnR8jv9FiYHTk4FLCxcgV#RhfvMw%3d%3d 212
TPJNITY ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, N1 07070
(800) 516-1485
EXTERIOR. RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Allon Report ►442iz
6 R
Date of Issuance: 10125 2012
Revision 6: 09ji''SJ2 17
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 6" Edition (2017) Florida Building Code
sections noted herein.
-
.:.:_
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 products) 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 wards "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.
INsPEc-nON: 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 atthe job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
l A11.�1 � Ili etc Fr',fr'
r �=1 5'11'RY-� •�
Robert J.M. Nieminen, P.E.
�Is+ <...� �1•``�s' The fa cSlmlle seal appearing was auth onxcd by Roben Nieminen,
Florida Registration No- 5,gisc, Florida DCA �{NE1983 P.E- on 09/25i2017. 7his does not some as an eiectroni early signed
CEgTrFICAT}ON OF INDEPENDENCE,d�mrnt.
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 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 Trinityl 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
I. SCOPE:
Product Category: Roofing
Sub -Category: Under)ayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6'h 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
1504.3A
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)
E R D (TST6049)
ERD (TST6049)
E R D (TST6049 )
ERD (TST6049)
ERD (TST6049)
ERD (T5T6049)
ERD (TST6049)
ERD (TST6049)
ERD (T5T6049)
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
544870.04,14-2
S44870,04.14-3
S44870.04.14-1
S44870.04.14-4
S43530,02.14-1-R 1
S43530-05.14
540540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Crate
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04J02/2014
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.07118/2020
4.1 Trl-Built Sand-R SA Shingle Llnderlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SB5
modified bitumen roof underlayment, with a 36-Inch sheet width; meets ASTM D1970.
4.2 Tri-guilt S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, 58S modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
is a self -adhering, glass -mat reinforced, film -surfaced, 58S
modified bitumen roof underlayment; meets ASTM ❑1970.
S. 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
Di rectory for fire ratings of this product.
Exterior Research and Design, MC. ,H EvaluatFgn Repgr[A429fiU.1f2.12-Rfi
Certlj%ate ojAuthnrixatfon #93p3 6 I:L DON (2017) FBC NON-HVHZ EVALUATION
FL16048•Rfi
TRI-SUILT Roof Under] ayments; (Soo) Sifi-1485 Revision 6.09/2512017
Page 2 of 6
TRINITY ERD
5.4 TRI-SUiLT 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 he made to the
Authority Having Jurisdiction for approval based an this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowgble Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Wood shakes
Shingles Nail -Orr Tile Foam -On Tile Slate
Ln
& ShinglesBuilt Sand -It SA Shingle
er€ayment Y No No No Yes Yes
Tri-Buift S/A HT TU I Yes
Underlayment Yes Yes See S.5.1 Yes Yes Yes
Yes No
No Yes Yes
5.5.1 "Foam-0n Tile" is limited to use of the following Approved the adhesives / underlayment combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Adhesive Florida Product Approval Underlayments
lCP Adhesives Polysett AH 160 FL6332 Tri-Built S/A HT TU Underfayment
❑ow TleBond— FL22525 I Tri-Built S/A HT TU Under]ayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R 5A Shingle Underlayment, Fri -Built S/A HT TU Underlayment or Tri-Built Smooth HIT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; 0513; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, ❑SB or Southern Yellow Pine substrates, TR€-BUILT Materials Group, LLC
recommends priming the deck if the 'final roof cover is not stated for installation within 24 hours. Mote:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
❑SB prior to installation of the self -adhering Underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-guilt S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime; 5ECUROCK 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 a orTAS 114, Appendix J.
Refer to T;Ye Man Ufacturer's orAdhesive h4anufasturer's Florida Pro Gfuct Approval for Overturning Moment Resistance Performance.
Exterior Research and Desrgn, LLC. Evaluation Report A429[0,10.12-Rfi
CertifJrate of Aercharizprlon </9SG3 6'" EDITION (20171 FBC N0N-HVH2 EVALUATION FL16048-R6
TRI-8UILT Roof Underlayments; (800) sI6-1485 Revlsion 6: 04/25/2017
Page 3 & 6
. TRINITY ERR
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.
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).
5.6.4 Wind Resistance for Underla ment Systems in Foam -On Tile A Iications: FRSA/TRl 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
appiications. 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 1SO4.9 has already been applied)_ Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
F$C 1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45.0 sf:
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 sf:
Deck. Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: 5aprema Elastocof 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#t3 Maximum Desi n 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 Raving 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 sf:
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, WE. Evaluation Report A42960.10.12•R6
Cert►ftcufeofAathorizotion #9503 6'" EDMON (2017) FBC NON-14V11Z EVALUATION
TRi-BUILT Raof Underlayments; {800j 516.1485 fL1fi048-R6
Revision fi: 09/2,5j2017
Page 4 of 6
TRIN" ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shalf meet
or exceed that required under FRSA/TRI April2012 (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 FBI= 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 markers 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 Zane 2/3 enhancements.
S•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 5/A HTTU Underlayment shall not be left exposed for longer than 18"ays after installation.
5.8 Tile Slippage Limitations (TAS 103 Per FR5A TRI April 2012 04-12
When loading roof tiles on the underiayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only he exceeded by using battens during loading of the roof
tiles.
TABLE 2; TILE SLIPPAGE LIMITATIONS FOR DIFlECT-DFcK Ti LE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6.12
Lugged Max. 1ff-tile stack 512
Max. 10-tile stack (bottom 2-tile stark
shall be inverted, followed by 8 tiles high 6.12
an slope, as shown below)
Tri-Built 5/A HT TU t
Underlayment 11 4
Lugged
Exterior Research and Design, LLC.
Cert7flrate of AuthwfivieuA 1K9509 evaluation Report A42960.10.12-R6
5�" EDITION (2017j IBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; IBM) 516-1485 Revision 6; 09/25/2017
Page 5 of 5
TRINITY ERD
S. 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 Shin le Underla meat Tri-Built S A HT TU Underla ment or Tri-Built Smooth HT S A
Underla meat:
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.
63.2 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 2-ft from vertical seams in the course below, sealed fn 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 A lications Tri-built 5 A HT TU Underfa ment only):
Reference is made to FRSA/TRr April 2012 (04-12) installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSAITRI 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, I.LC published requirements for the
staging.
7. BUILDING PERMrrREQUIREMENTS:
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:
UI_, LLC —ClUA962S; (314) 578-3406; k.chancelfor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
CertijicotevfAurhari:piton #95D3 Evaluation Report A42960.20.12-R6
6'� EDITION 120171 F0C NON-HVHP EVALUATION FLIG049-RG
TRI-BUILT Roof Underlaymerrts; (8001516-1485 Revision G; 09/25/2017
Page 6 of 6