HomeMy WebLinkAboutProduct Approval 9129/2017 Florida Building Code Online
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rn« "tt FL# FL21383 ST. LUCIE COUNTY
BUILDING DIVISION
Application Type New
Code Version 2014 FOR 00 0D
Application Status Approved REVIEWS BY r ��
DATE
PLAN AND PERMIT
Comments MUST BE KEPT ON JOB OR
Archived NO INSPECTION WILL BE MADE
Product Manufacturer Sunlast Metal
Address/Phone/Email 2120 SW Poma Drive
Palm City,FL 34990
(772)223-4055
flvalidation@yahoo.com
Authorized Signature Terry Kapron
fivalidation@yahoo.com
Technical Representative THESE PLANS AND ALL PROPOSED WORK
Address/Phone/Email
ARE SUPMECT TO ARY CD49�fCTIONS
Quality Assurance Representative REQUIRED U"t REILD INaK- .CTO41S THAT
Address/Phone/Email MAY BE NECESSARY IN ORDER TO
COMPLY Willi ALL APPLIQAU-NO%
Category Roofing
Subcategory Metal Roofing
Compliance Meth d o Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed James Biagi
9 P 9
the Evaluation Report
Florida License PE-37467
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 03/02/2026
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL21383 RO COI James Biaai.P.E.Certificate of Independence,odf
Referenced Standard and Year(of Standard) Standard Year
UL 580 2006
Equivalence of Product Standards
Certified By CONCEALED FASTENERS OR AIIACHMENTS
Sections from the Code ARE THE RESPONSIBILITY OF THE �
�CONTRKTOR OF RECORD)
Product Approval Method Method 1 Option D
https://www.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgve007nSKOaGOtHld%2bwQOEnpeB!KF3uZJQkWyizvE%2bvrg%3d%3d 112
9/29/2017 . Florida Building Code Online •
Date Submitted 12/16/2016
Date Validated 12/16/2016
i
Date Pending FBC Approval 12/22/2016
Date Approved 02/07/2017
Summary of Products
FL# Model,Number or Name Description
21383.1 ECONO LINE 1.0 CLIPLESS NAIL 26GA STEEL OVER 15/32"4 PLY CDX PLYWOOD
STRIP
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL21383 RO II ECONO LINE SERIES CLIPLESS NAIL STRIP
Approved for use outside HVHZ:Yes 26GA ss-Fnal.adf
Impact Resistant: N/A Verified By: Architectural Testing,Inc. -Florida
Design Pressure: +n/a/-71PSF Created by Independent Third Party: Yes
Other:-71PSF @6"O.C.INSTALL PER MANUFACTURER'S Evaluation Reports
DETAILS AND IN COMPLIANCE WITH FBC 2014. FL21383 RO AE ECONO LINE SERIES CLIPLESS NAIL STRIP
!i 26GA ss-Final.pdf
Created by Independent Third Party: Yes
21383.2 ECONO LINE 1.0 NAIL STRIP ALUM .032 ALUM OVER 15/32"4-PLY CDX PLYWOOD
Limits of Use Installatlon Instructions
Approved for use in HVHZ: No FL21383 RO II ECONO LINES SERIES CLIPLESS NAIL STRIP
Approved for use outside HVHZ:Yes ALUM ss.FINAL.�df
Impact Resistant: N/A Verified By: Architectural Testing,Inc. -Florida
Design Pressure: +N/A/-78PSF Created by Independent Third Party:Yes
Other: -78PSF @6"O.C.INSTALL PER MANUFACTURER'S Evaluation Reports
DETAILS AND IN COMPLIANCE WITH FBC 2014. FL21383 RO AE ECONO LINES SERIES CLIPLESS NAIL STRIP
ALUM ss.FINAL.odf
Created by Independent Third Party:Yes
21383.3 ECONO LINE PBR 26GA STEEL OVER 15/32"4-PLY CDX PLYWOOD
Limps of Use Installatlon Instructions
Approved for use in HVHZ: No FL21383 RO II ECONO LINE SERIES-PBR ss-IFINAL.adf
Approved for use outside HVHZ:Yes Verified By: Architectural Testing,Inc. -West Palm Beach,FL
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-76.75 Evaluation Reports
Other: -76.75PSF @ 24"O.C.Additional fastening for panel FL21383 RO AE ECONO LINE SERIES-PBR ss-IFINAL.Ddf
overlaps @4"O.C,spacing Install per FBC 2014 and Created by Independent Third Party:Yes
manufacturer's details.
Sack Et
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:$50-487-1824
The State of Florlda Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility ::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
mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls 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 click here.
Product Approval Accepts:
® ELheci MW
Credit Card
sak
hftps:/Awww.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgve007nSKOaGOtHld%2bwQOEnpaBiKF3uZJQkWyizvE%2bvrg%3d%3d 2/2 '
C unlast Metal
Value Engineered Meta/Roofing rm
DUCT APPROVAL
f�®�;IF I�/1�G� ®\df\ 1�/3g9' ��.i Yg4L,0®�
FL®.FtIDA P �DUCT A;PiRO1lAL iV0 21333 1
SERIE
Product Evaluation Report
1"CLIPLESS NAIL.STRIP 26GA Roof Panel over 15132"Plywood
Florida Product-Approval# 21383.1
Florida Building Code 2014 Per Rule 61G20-3
Method:1-0
Category:Roofing Subcategory:Metal Roofing Compliance Method:
Rule 61G20-3
NON-HVHZ
Product Manufacturer:
Sunlast Metal
2120 SW Poma Drive Palm City,Florida 34990
,EnQineer.Evaluator. �
James Biagi,P.E. FL#37467
1915 NE 451h ST.#107
Fort Lauderdale,FL 33308 -
954-776-8004
Vali ator:
Locke Bowden,P.E.,FL#49704
9450 Alysbury Place
Montgomery,AL 36117 F.
r
Evaluation Report 1-4 '.
PI
Imes Bia E.
FL# _4 z
• i/�I[ OF '•ACV`
NAl-,;•
Page 1 of 4
Compliance Statement:The product as described in this report has demonstrated compliance with the
Florida Building Code 2014,Sections 1504.3.2,1507.4.3,
Product Description:26GA Nail Strip/Snap Lock Metal Panel,16"Coverage Width,Roof panels,1.0"Rib height
Panel restrained with#10 x 1" Pancake Head fasteners into 15/32"4 ply CDX Plywood decking.
Non-structural Application.
FOR USE IN NON-HVHZ.
Material:26GA metal conforming to Florida Building Code 2014 Section 1507.4.3 Yield Strength:40KSI
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014,Section 1506.6,1507.4.3,1507.4.4
Panel Dimensions:Panel Width:16"coverage width
Fastener:#10 X 1" Pancake-Head wood fasteners or equivalent. Corrosion Resistant per Florida Building Code 2014 Section
1506.7. 3/16"minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014,Section 1506.6, 1507.4.4
15/32"4ply CDX plywood,plywood supports at maximum 24'O.C.Design of plywood and plywood supports are outside the
scope of this evaluation.Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures:Uplift Design Pressure:with Safety Factor of 2
TABLE A
Max Design Pressure -71psf
Field Fastener Spacing 6"from panel ends and 6"o.c.
Fastener Size #10 Female leg of panel snap fit to the male leg of the adjacent panel.
Quality Assurance:In accordance with FBC 2014 and Rule#61620-3:Keystone Certification,
Inc.QUA 1824
Test References:
Architectural Testing Inc(TST 1527)#F8542.01-450-44 UL 580-06
Code Compliance:The product described herein demonstrated compliance with The Florida Building Code(FBC)2014 Section
1504.3.2.The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2014 as relates
P p q ,
to Rule 61G20-3.
Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2014,and in accordance with Manufacturers
recommendations.
Installation:Install per manufacturer's recommended details in compliance with FBC 2014.
Underlayment:Per Manufacturer's installation guidelines per Florida Building Code 2014
Roof Panel Fire Classification:No classification. x
Shear Diaphragm:values are outside the scope of this report.
Design Procedure:Based on the dimensions of the structure,applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the applicable erection details to reference in drawings for
correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be
Page 2 of 4
compliant with Florida Building Code 2014 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 2014 and any rational analysis computation shall be prepared by a
licensed design professional.
Certificate of Independence:James Biagi,P.E.does not have nor will acquire financial interest in any company manufacturing or
distributing products under this evaluation.James Biagi, P.E.is not owned or operated or controlled by any company
manufacturing or distributing product under this report.
PRODUCT EVALUATION REPORT
t
Page 3 of 4
_ Mast Me tal
Value Engineered Meta/Roofing Tm
ECONO LINE (26GA CLIPLESS 1 .0 NAIL STRIP/SNAP LOCK)
INSTALL DETAILS
Fastener:#10 Pancake Head Wood Fastener
Sunlast Econo 1" Clipless
PANEL-PROFILE
v
0
Striations.Optional 26 GAUGE 6.00 SCREW S➢ACWG
(Flat Shown)
Sunlast Econo 1 " Clipless
PANELPROFILE
T
I
Striations Optional 26GAUGE
(Flat Shown)
PY
Page 4 of 4
9/29/2017 � "� %�,��► " Florida Building Code Online
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7
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t :,, rUSER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
I
FL# FL16048-R5
kx a,e^ ar
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)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.rulz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
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 developed Robert Nieminen
the Evaluation Report
Florida License PE-59166 p
Quality Assurance Entity UL LLC 1�
Quality Assurance Contract Expiration Date 07/18/2020 � r
Validated By John W. Knezevich,PE Lwl
{
Y. Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R5 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FM 4474 2004
FRSA/TRI April 2012 (04-12) 2012
TAS 103 1995
UL1897 2004
Equivalence of Product Standards
Certified By
hfps://www.floridabuilding.org/pr/pr app dfl.asp)?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRBjvxbzSGxbhTo3sDC5hiANxLAa/p3dp/p3d 1/2
9/29/2017 . Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/12/2017
Date Validated 06/13/2017
Date Pending FBC Approval 06/19/2017
Date Approved 08/08/2017
Date Revised 09/25/2017
Summary of Products
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 R5 II 2017 06 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-RS.odf
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 R5 AE 2017 06 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R5.3df
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Sae& 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 your a-mall 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 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 click here.
Product Approval Accepts:
NW-
ECF
Credit Card
Safe ;
https:/ANww.floridabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5h!ANxLA%3d%3d 2/2
I�
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
TRINITY'E�® 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-115
PO Box 70 FL16048-R5
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 5: 06/12/2017
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 5th Edition (2014) 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 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[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 "Trinity IERD 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:
•;�,�.,,,,.� do}��� -- -___...�1
Robert J.M.Nieminen,P.E. rr,FS�'�;4•'�? }; The facsimile seal appearing was authorized by Robert Nieminen,
� l�, l � P.E.on 06/12/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinityl 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 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.
1
JTRINITYIERD
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 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
1504.3.1 Wind Resistance FM 4474 2004
1504.3.1 Wind Uplift UL 1897 2004
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Ent! 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 5435j30.0_ .. 1 77— 7 i 05/14/2014
ERD(TST6049) Physical Properties "° 30. ;1 .,;J 05/28/2014
ERD(TST6049) Physical Properties �� 40. •.1 � � � 10/31/2014
ERD(TST6049) Physical Properties "�� SCi5.0 J 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 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
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.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity(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.
5.2 This Evaluation Report is not for use in the HVHZ.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Buck Materials Group,LLC. Revision 5:06/12/2017
Page 2 of 6
TRllo{IlY#ER®
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
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 applied atop the underlayments are as follows:
TABLE 1C-ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
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 the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical
"TileBond'"Roof Tile Adhesive"(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
p�1 y Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU�.i nd. r rtt or
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 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.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Bullt Materials Group,I.I.C. Revision 5:06/12/2017
Page 3 of 6
T_11N"11 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.
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) or FBC 1609 for
determination of design wind pressures.
5.6.4.1 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.
5.6.4.2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requi Tts tolsatisfact't n of Authority Having
Ft, VA f
Jurisdiction. i hell
Primer: Soprema Elastocol 600c !1~ y 4V
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. °
5.6.4.3 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.
5.6.4.4 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.
5.7 Exposure Limitations:
5.7.1 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
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-RS
Certificate of Authorization N9503 FBC NON-HVH2 EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. Revision S:06/12/2017
Page 4 of 6
TRINITY?ER®
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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 an dust and debris prior to application,and rime the substrate if applicable).
Y P PP P I
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 Sections
1507 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 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 HT TU 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.
Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch>5:12 may use alternate staging method(bottom 2-tile stack shall be inverted,
followed by 8 tiles high on slope,as shown below). PJ.
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Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R5
CertiTicate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 5 of 6
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Figure 1:V Alternate Staging Method
Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2"
horizontal batten to prevent slippage or damage to the underlayment.
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:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-115
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 6 of 6