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"N FL# FL17022-R6
Application Type Revision
Code Version 2014
Approved
PORT-y-AVIm Application Status Approved 5T.LL�CIE DIVI`•' N
REVIEWED FO L NCE
Comments REVIEW—Enfay
Archived ❑ DATE
PLANS PER. MUST BE KEPT ON JOB
Product Manufacturer Extreme Metal aNbriOcat�orSPLppON WILL BE R'SADE.
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner CONCEALED FASTENERS OR ATTACHMENTS
jimmy@cbuckinc.net ARE THE RESPONSIBILITY OF THE
Technical Representative Richard McKuhen CONTRACTOR OF RECORD
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
rchard@emfab.net
Quality Assurance Representative 'THESE PLANS AND ALL PROPOSED WORK
Address/Phone/Email ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Category Roofing MAY BE NECESSARY IN ORDER TO
Subcategory Metal Roofing COMPLYWITH ALLAPPLICABLE CODES.
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 James L.Buckner,P.E. @ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Michael John Riemer,P.E.
C� Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOfIndeo.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2004
UL 580 2006
Equivalence of Product Standards m
Certified By ` ' - Copy
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
SummarV of Products
FL# Model,Number or Name Description
17022.1 1-"5V Crimp"(116) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically
attached to Wood Deck with screws
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 1 5VCrimn 26ga WoodDeck EVALREPORT R6.1)df
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK Engineering P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 1 5VCrimo 26oa WoodDeck EVALREPORT R6.odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.2 2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel,
mechanically attached to wood deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 2 5VCrimo 032Alum WoodDeck EVALREPORT R6.odf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT R6 odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.3 3-"1.5"Mechanical Seam" 1.5"rib height,16"wide,24 gauge steel,standing seam roof panel
(115) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT odf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORT odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.4 4-"1.5"Mechanical Seam" 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel
(RS) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.odf
Impact Resistant:No Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions Evaluation Reports
and limitations of use.Install the assembly in FL17022 R6 AE 4 1.5
compliance with the installation method listed in MechSeam 032Alum WoodDeck EVALREPORT odf
this report and applicable code sections of FBC. Created by Independent Third Party:Yes
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.5 5-"1 in.Nail Strip"(115) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 5 1NailStrii) 26ga WoodDeck EVALREPORT odf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions
and limitations of use.Install the assembly in FL17022 R6 AE 5 1NailStrip 26ga WoodDeck EVALREPORT.Ddf
compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.6 6-"1 in.Nail Strip"(115) 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 6 INailStrio 032A1um WoodDeck EVALREPORT Ddf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 6 INailStrio 032A1um WoodDeck EVALREPORT.pdf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.7 7-"1.5 in.Nail Strip"(115) 1.5"rib height,19"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 7 1.5NailStrin 26ga WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 7 1.5NailStrip 26ga WoodDeck EVALREPORT.pdf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.8 8-"EMAX Rib"(115) 29 gauge steel,lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 I1 8 EMAX Rib 29aa WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 8 EMAX Rib 29ga WoodDeck EVALREPORT Ddf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.9 9-"PBR MAX"(115) 26 gauge steel,lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 9 PBR Rib 26ga WoodDeck EVALREPORT pdf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.Ddf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
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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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Product Approval Accepts:
od^
L- ag ECMC
Spear-lcolttj Sfiru -A urcs1 E:nglnL=L=i 1ngl CBUCK,Inc.Certificate of Authorization#i8064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
FL 17022.1 R6
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing g
Sub - Category: Metal Roofing
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23. ``11t11ilfrr� '
James L. Buckner, P.E., SECB `�.���s ..: ... t
Florida Professional Engineer#31242 �P. ��cerusF •.cc,Q
Florida Evaluation ANE ID: 1916 _ * No31242
Project Manager: Diana Galloway = '�`
LUZ
Report No. 16-166-5V-S6W-ER T STATE OF lu
(Revises 16-123-5V-S6W-ER) •F�oRIDP.•' �j�
%-e\ �Date: 12/22/16 �'ss!DNA
Contents:
Evaluation Report Pages 1—7 e�
2016.121814:0853-05'00'
CBUCK,Inc. - Palm Beach County, Florida
Phone:(S61)491-9927•Email:cbucl<@cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
• FL#: FL 17022.1 R6
Date: 12/22/16
• ��� � � � � Report No.: 6-5V-S6W-ER
Page 2 of 7 roper iallhj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
Product Name: S-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 1 d
Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min. specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure(ASD): Refer to Table A
(Refer to"Table A"attachment details herein)
• FL#: FL 17022.1 R6
Date: 12/22/16
. � , Report No.:16-166-5V-S6W-ER
Page 3 of 7
Specldlftj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Roofing Systems Requirements for Metal Roo
9 f
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval'.
Option for application outside "Limitations and Conditions of Use"
* Rule 61G20-3.005(1)(e)allows engineering analysis for"project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code".Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3,and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade& Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
FL#: FL 17022.1 R 6
Date: 12/22/16
Report No.: 16-166-5V-S6W-ER
Page 4 of 7
Speclalttj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 24" (max.)Coverage
Rib Height: 3/8"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min.
Corrosion Resistance: penetration through deck or 5/8" min.
Standard: embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
FASTENER 2 Per ANSI/ASME B18.6.1
Type:
Size: Used forAttachment Method Z 3&4
Corrosion Resistance: Hex Washer Head Wood Screw
Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16" min.
penetration through deck or 5/8" min.
embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
Components/Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation (Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft3) min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to meet 3/16" min. penetration through deck or 5/8"
min.embedment into wood plank.
. FL#: FL 17022.1 R6
Date: 12/22/16
Report No.:16-166-5V-S6W-ER
Page 5 of 7
SpeclaltL, Structural EriglrlL=L=rinq CBUCK,Inc.Certificate of Authorization#i8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A"Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
■ Rib Interlock: Lapped
■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into
wood plank
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"o.c. 12"O.C.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with- the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18/15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID:1527)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 17022.1 R6
Date: 12/22/16
__ , Report No.:16-166-5V-S6W-ER
€� 9 __. Page 6 of
SpLoclalty Structural E=ncj1rlL=L=r1nc.3 CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
-10 24"
12"
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
Fastener
#9 X 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A'
Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Overlap . Refer to Table"A"for Spacing Along Panel Length
Deck:
-15/32"or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
' FL#: FL 17022.1 R6
Date: 12/22/16
• , P �p Report No.: 16-166-5V-S6W-ER
Page 7 of 7
S�7 MCIa�l�1,� StruCtura6 Erlglr'l��rlrlq CBUCK,Inc.Certificate of Authorization if8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Fasteners-
#9 X 1-1/2"Min. or
#10 X 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
f
Optional:
Deck: Rigid Insulation
-15/32"or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:,
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c.
Fastener Size: 1 #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
EXTERIOR•RESEARCH&DESIGN,LEC,
Certificate of Authorization#9503`
353"CHRISTIAN STREET,UNIT#13:ERDOXFORD,CT 06479
PHONE: (203):262-9245
FAX:(203),.262=9243
VALUATION:REPORT
Allied Building;Products.Corp. Evaluation Report A42960.10.12-114
dba TRl-BUILT Rogfing Products FL1048-R4
9050Louis:iana.Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision:4: 10/06/2016
Sicom:.
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 notedfierein.
:DESCRIPTION: TRI-BUILT Rodf.Underlayrnents
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 narned,product(s)changes,the referenced
Quality Assurance documentation changes,or prol 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"documentatl:on changes. Trinity]ERD requires a complete,review of this
Evaluation.Report relative to updated Code requirements with each Coi Cycle.
ADVERTISEMENT: The:Evaluation.Report number preceded by the words "Trinity]ERD Evaluated" may be.displayed`ih,
.advertising literature. If any portion:of the Evaluation Report is:displayed;;then if 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 distributorsand shall be available for.inspection.at thejob site at the request of the Building:Official.
This Evaluation Report consists of.pages 1 through.5.
Prepared by; `,, t,tgtrirrJ,Ai(,v
Robert J.M.Nieminen P.E" Sn Thefacsimile.seatappearingwa'sauthorized6VRobert,Nieminen,
ri�'^. P.-.on 1006 Y g
/ /2016 This does:not serve as an elettroeicall sI ned:
Florida:Registration No.59166,Florida.DCA AIV E1993 document."signed,scaled hardcopies have been transmitted to the.
•ProductApproval Administrator and-to;Ehe'named client
"CERTIFICATION 6F 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 IEM 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'evaluafion reports ar&being issued..
A. 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 Trinity I ERD.nor,Robert Nlemilneri P',E are, irrany 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..
RE COUP
�f,
\\JTR1N1-fYJER.D
ROOFING COMPONENT EYALUATICIN;.
1., SCOPE:.
Product Category: Roofing
Sub-category: Under I layment
ComplianceStaternent- TRI-BUILT Roof.Underlayrnents,as produced by TRI-BUILT,have demonstrated compliance
with the following sections of the Florida Building Code through testing*_n accordance with the following
Compliance.is subject to the[.nstallati.on ReqL;irements and:Limitation s Conditions of Use;set forth herein.
2. STANDARDS:
Section. Property, :Standard Year
1507'2.411507 2.8;15017.2,9.2; Physical Properties ASTM D1970 2009
.1507..,4.5.1,1507.5.3,1507.7.3
1 1 504.,6 AcceleratedMeatherling ASTM G155: 2005
15073.1 Installation Practice, FRSAITRI April 2012(04712) 2012
15.230'65,.111 Physical.Properties TASI 109
1995
3. REFERENCES:
lkity Examination Reference Date
ERD;(TST6049). Physical Properties S.40540.02.13-1 02/19J2013.
ERD(fST6045): Physical Properties 540546.11.13 11 19/1043
ERD(TST6049) Physical Properties S40546.03.14 03/26/2014
ERD.(TST6049). Physical Properties S44870.04.14-2 I
Q,4/02/2014
ERD(TST6045) Physical Properties S.44870.04il4-3 04/02/2014
MD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST60.49). Physical Properties 544870.04.14-4 04/10/2014
ERD.(TST6049). P,kysical Properties S43530.02.14-1ril1
T 05/14�2014
ERD( .S 640) Physical Properties S,43580,05;.14 05/28/20114
ER (T5T60 5) Physical Properties 540540.10 14 1 /81 014
END(T5T6049) Physical Properties perties SC7645.02,15
.02/13)21)15
ERD,(TST6049), Accelerated Weath6rihig SCS520.04.15 05/27)2015
ULJLC'..2(QUA9625) Quality Control M-ultiple-Listing R16914
09/04/2.015
U L,LLC.(QUA9625). Quality Control SeNice Confirmation Exp.10/16/M17
4., PRODUCT DESCRIPTION:
4.1 S61f-Adhering Underlayments::
4.1-1, Tri-sBuilt Sand-R 'SA Shingle Underlaymeni :is a self-adhering, :giass-mat reinforced, sand-surfaced,. SBS:
modified bituni On roof underlayment,With,a.3&ihc.h.sheet Width..
4.11 Tri-Built'S/A HT TU Underlayment is a self-adhering, non-Woven polyester ester fabric surfaced, SBS modified
blitu I Then roof underlayment
4.111.13 Tr'i-Built Sibodth HT SIA Und6irlayrnent is :a self.-aclhering, glass-mat reinforced.., film-surfated, SBS
modified bitumen roof underlayment.
S. LIMITATIONS:
5,.1 This is a building code evaluation. Neither Trinity[ERD nor:Robert. Niem'inen' P.E. are, in any way, the
Designer of Record for.any project on which this Evaluation Report, (it previous versions thereof, it/was
used for permitting or design guidance unfess retained spe.eficallyfor that purpose.
5a2 This,Evaluation Report is not for.use inlhe.HVHL
5.3 Fire Classification ,is not
partl of this Evaluation 'Report� refer to current Approved ..this . . . . 1 11 1 _ . . I Roofing Materials
Directory for fire ratings of this product.
Extdfibr Research and Design;LLC. Evaluation ReportA42960.10.12-M
Certificate OfAutfiorizaddn&9503. WIZEYALUATION FIL16049-114
Revision 4.;.10/06/1016
Page 2 of'S
\JTRINir(I ER
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 AHJ for
approval based on this eya.luation:combined with supporting data.for the prepared roof covering,
5:5 Allowable roof covers applied atop the underlayments are as follows:
TABLE I:=ROOF`.COVER 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
Underlayment Yes Yes See 5.5.1 Yes Yes Yes.
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.
9 Tri-Built S/A HT TU Underlayment with 3MTm 2-Component'Roof Tile Adhesive AH-.160(FL6332) or
Dow..Tile.BondTM'Roof Tile Adhesive(FU1.7)
5.6, Allowable substrates are noted;below:
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 recommends
priming the deck if the final roof cover is not slated for installation within: 24 hours, Note: TRI-BUILT
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
Uhderlaymentapplied to.:
Dens Deck Prime;SECU'ROCK 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 the 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.
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
Undeelayrner tapplied to:
ASTM,0225,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)'.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-114.
Certifleate of Authorization#950.3 FBC,NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 3 of;s
JTRINITYIERD
5.6.4 Wind Resistance for Underlayment Systems in.:Foam=On Tile Applications FRSA/TRI April 2012 (0442)
does not address wind uplift resistance of all underlaymen.t';systems beneath foam-on the systems,.where
the underlayrnent forms:pa.`rt of the load-path. The following wind uplift:limitations apply to direct-deck
uridedayrneritsysterns thatare,;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 biased on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of`safety
per FBC'15.04.9 has already been applied). Refer to 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 AHJ.
Primer: (O;ptional)ASTM.D41
Underlayment: Tri-BuiltS/A HT TU Underlayment,self:adhered.
5:6.4.2: Maximum Design.Pressure=;-67.5.psf.
Deck: Structural concrete to.meet project requirements to satisfaction of AHJ.
Primer:. Soprerna.Elastoco1.600c
Underlayment: Tri-Built S/A HT TU Underlayment,self:adhered.
5i&4:3. Maximum Design Pressure=-60.0 psf:
Deck:. Min.19/32=inch plywood to meet project requirements to satisfaction.of AHJ.
Base Sheets -Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.S.1)
and tin caps(FBC 15:17.5.2)spaced 6-inch ox. at the 4-inch laps.and 6-inch o.c. in three,
equally spaced rows in"the center of the'sheet.
Underlayment: Tri-Built5/A HT TU Underlayment,,self-adhered:
5:7 Exposure Limitations:
51.1, 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.
6. INSTALLATION:
6.1 TRI-BUILT ,Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations.set forth in Section herein and the specifics noted below.
6.2 Re-fasten anyloose 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•applicabl'e).
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 coveringao be installed..
6.3.2, Non-Tile applications:
While priming is optional 'TRI=BUILT 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.
Ad her&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 requirements.
Exterfor'Research and'DeMgn,LLC. Evaluation Report A42960.10.12-R4
Certificate df AutltorW!dn#9503 FBC NON-HVHIZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page'4 of,S
Q'-/1i?P'uN1TYERD
V1/hen installing at slopes above:8.12 TRI-BULLT'recommends back)nailing in the overlap area at the.top of
the sheet at-12-inch.o:c.
For Valleys andAidges: Cut underlayment into 4 to 6 foot•.lengths.Peel the'release paper''and,centersheet
over valley or ridge. Drape and press sheet into place, working from,thecenter of the valley or ridge in
each direction. For valleys,apply the sheet'starting at the lowest point and work upward..
6.3.3, TII&Agalications(Tri-Eiuilt S/A HITTU 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 isi made to.5ection.5.6.4 herein for'wind.resistance.limitatiohs that
fall outside the scope of FRSA/TRI April 2012(04712).
Tile .shall be loaded and staged in a manner that prevents tile Slippage and/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. MAN UFACTU'RING.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
Eitterior Research and Design,LLC. Evaluation Report A42960.10.12-R4.
Certificate of Authorization#003 08C.NON-Hv.H2 EVALUATION FL16048-R4
Revision 4;10/06/2.0.16
Page 5 of,5