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FL# elil*FL17022-R5 DEC 0 6 2016
Application Type
Code Version PERMITTING
Application Status Approved St. Lucie County, FL
Comments
Archived
Product Manufacturer COO treme Metal Fabricators,LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
.richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory etal Roofing
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 the James L. Buckner,P.E. @ CBUCK,Inc.
Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M. Urich,PE
s Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R5 COI CertOfIndeD.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2016
Date Validated 04/20/2016
Date Pending FBC Approval 04/24/2016
Date Approved 06/08/2016
Date Revised 10/21/2016
Summary of Products
FL# Model,Number or Name Description
17022.1 (1)5-V Crimp 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 R5 II 1 5VCrimp 26ga WoodDeck EVALREPORT.odf
VENOM Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc.P.E.#31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-228 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE 1 5VCrimp 26ga WoodDeck EVALREPORT.odf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.2 (2)5-V Crimp 0.032"aluminum,lapped roof panel,mechanically attached to wood
deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R5 II 2 5VCrimp 032Alum WoodDeck EVALREPORT.pdf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-168.5 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE 2 5VCrimp 032A1um WoodDeck EVALREPORT.pdf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
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
mechanically attached to wood deck with clips and screws. j
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R5 II 3 1.5
Approved for use outside HVHZ:Yes MechSeam 24ga WoodDeck EVALREPORT.ndf
Impact Resistant: No Verified By:James L.Buckner,P.E. @ CBUCK,Inc.P.E.#31242
Design Pressure: +N/A/-191 Created by Independent Third Party:Yes
Other: Refer to evaluation report for conditions and Evaluation Reports
limitations of use. Refer to manufacturer's installation FL17022 RS AE 3 1.5
instructions as a supplemental guide for attachment. MechSeam 24ga WoodDeck EVALREPORT.pdf
Created by Independent Third Party:Yes
17022.4 (4) 1.5"Mechanical Seam 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032Alum WoodDeck EVALREPORT.odf
Impact Resistant: No Verified By:James L. Buckner, P.E. @ CBUCK,Inc. P.E. #31242
Design Pressure: +N/A/-191 Created by Independent Third Party:Yes
Other: Refer to evaluation report for conditions and Evaluation Reports
limitations of use. Refer to manufacturer's installation FL17022 R5 AE 4 1.5
instructions as a supplemental guide for attachment. MechSeam 032Alum WoodDeck EVALREPORT.pdf
Created by Independent Third Party:Yes
17022.5 (5)1"Nail Strip 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 R5 II 5 1NailStrin 26ga WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-97.25 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE 5 1NailStrip 26ga WoodDeck EVALREPORT.odf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.6 (6) 1" Nail Strip 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
i rinq
Specalt
ly- Structural Englnl2Prinq CBUCK,Inc.Certificate of Authorization#8064
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 R5
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
g
Sub - Category: Metal Roofing
WW'JProduct: 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
61G15-23.``�%%11111111�'
Prepared by: '
James L. Buckner, P.E.,SECB �Q ��CENsF' •.c�,A
Florida Professional Engineer#31242 No 31242
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes
Report No. 16-123-5V-S6W-ER '0�''. STATE OF Z*
''•.FLORIDP.-''CjN
(Revises 15-217-5V-S6W-ER.2) '��U'9
Date: 4/18/16 ////ION AL����`
Contents:
Evaluation Report Pages 1—7
2016.04.1911:32:32-04'00'
CBUCK,Inc. - Palm Beach County,Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
FL#: FL 17022.1 R5
Date: 4/18/16
nC3
� �� Report No.:16-123-5V-S6W-ER
CIBUCK EngPage 2 of 7
SpeStructuraltj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
lal
Frer: Extreme Metal Fabricators,LLC.me: 5-V Crimp
tegory: Roofing
b-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 R5
Date: 4/18/16
Engineering Report No.: 16-123-5V-S6W-ER IBUCK
Page 3 of 7
Specialty 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 Requirements for Metal Roofing Systems
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) 61615-36 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 R5
'Date: 4/18/16
EBUCK Engineerin Report No.:16-123-5V-S6W-ER
Page 4 of 7
Spc�clalty Structural Engineering CBUCK,Inc.Certificate of Authorization#!8064
Components/Material(=>
5-V Crimp
(by Manufacturer): Steel
26 Gauge (min.)
Panel Widths: 24"(max.)Coverage
Rib Height: 5/8"
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
Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
FASTENER 2 Used for Attachment Method 2,3&4
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: 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(Ibs/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 penetrate thru bottom of support a minimum
of 3/16".
FL#: FL 17022.1 R5
Date: 4/18/16
Engineering Report No.:16-123-5V-S6W-ER
Page 5 of 7
Spe--lalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
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
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
ETHOD 1: ETHOD 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 a
j #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 R5
Date: 4/18/16
E=nBn ring Report No.:16-123-5V-S6W-ER
B Page 6 of 7
Spe--IaIft j Structural Engineerinq 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
24" Maximum Net Coverage
5/8"
Panel Profile
Nominal 12"O.G. 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 R5
Date: 4/18/16
meeting PageRepoNo.:7 of•73-5V-S6W-ER
SpeclaltLj Structural Engineerinq CBUCK,Inc.Certificate of Authorization#8064
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
--tip
• '` •,: %tib,
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
ETHOD 11 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: #9 #10 #10 #10
*Allowable design pressure(s)for allowable str esign(ASD)with a margin of safety of 2 to 1.
I
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Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL5259-R24
Application Type n
Code Version201
Application Status pproved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer CPOLYGLASS U
Address/Phone/Email rive
Fernley,NV 89408
(570)384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton,PA 18201
(800)894-4563
jakins olyglass.com
Category Roong
Subcategory (:lJndferlaym:ets
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 the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/01/2017
Validated By John W. Knezevich,PE
d Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R24 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
ASTM G154 2006
' ASTM G155 2005
FM 4474 2004
FRSA/TRI April 2012 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/22/2015
Date Validated 08/07/2015
Date Pending FBC Approval 08/15/2015
Date Approved 10/16/2015
Summary of Products
FL# Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5259 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R24.pdf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure in this Evaluation Reports
application relates to one particular FL5259 R24 AE 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck)for R24.Ddf
use under foam-on tile systems(where the Created by Independent Third Party:Yes
underlayment forms part of the load-path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures. 2.)Refer to ER Section 5 for
other limits of use.
back Nexl
Contact Us-::1940 North Monroe Street,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 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 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:
W-M 5R-01
i-Cg M
sccurity.N erutcs-
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353°CHRISTIAN STREET UNIT#13
TRINITY ERD OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
-EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report 1312060.02.09-1120
150 Lyon Drive FL5259-1124
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 20:07/22/2015
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: Polyglass 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 IERD 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 "TrinitylERD 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 12.
Prepared by:
y b�" The facsimile seal appearing was authorized by Robert Nieminen,
P.E.on 07/22/2015.This does not serve as an electronically
O- �. 'ems hardco les have been
Robert J.M. Nieminen P.E. r,.h`�•.,_.+:1 .� 'c signed document. Signed,sealed p
Florida Registration No.59166,Florida DCA ANE1983 transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity I 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 l 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 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.
rte,
`'\1JTR1N1TYJ ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., 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 Uplift FM 4474 2004
1504.6 Accelerated Weathering ASTM G154 2006
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.3.3 Installation Practice FRSA/TRI April 2012 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRI01111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
Exterior Research and Design,I.I.C. Evaluation Report 1312060.02.09-1120
Certificate of Authorization 69503 FL5259-1124
Revision 20:07/22/2015
Page 2 of 12
c y
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\J TRINITY I ERD
Enti Examination Reference Date
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015
ICC-ES(EVL 2396) IBC Compliance ESR-1697
11/01/2014
Miami-Dade(CER 1592)
Polyglass USA HVHZ Compliance NOA 14 0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/0112008
UL,U.C.(QUA9625) Materials Affidavit Polystick SA Compound
Quality Control 08/18/2011
UL,LLC.(QUA9625) Service Confirmation,R14571 Exp.08/08/2015
Quality Control Service Confirmation,MTS PLUS
�• PRODUCT DESCRIPTION: Exp.07/01/2017,
4.1 Mechanically Fastened Underla ments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1:2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.2 Self-Adhering Underla ments:
•..4.2.1
Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofrng rite
'Kith polyolefinic film surface;4.2.2 Poi stick F meets ASTM D1970 and TAS 103, mbrane
Y MTS PLUS is a �glass fiber reinforced
surfaced with nominal 60-mil thick rubberized as 'surfaced
4.2.3 Poly-flim surface;meets TAS 103. asphalt water
Polystick IR-Xe is a proofing membrane,
nominal 60-mil thick rubberized as Buss fiber reinforced,
aggregate surface;.meets ASTM D
4.2.4 Polystick TU 1970, asphalt water
Pius is a proofin
4.2. polyester fabric surface�minal 80-Mil 0197 rubberized as r g membrane glass fib
5 Polystick TU p 'meets fiber reinforced
a is a nominal 130- 01970and TAS Ovate pmofi • With an
With granular mil thick rubberized 103.
4.2.6 Poi surface ng membrane,Blass fiber
Polystick TU ;meets AST asphalt water rel
fabric surface;Max is M D1970 and TAS 103. p�o ii reinforced with a
meets ASTA4 D1970 Mi thick�f n Thick rubberized as '��aSS f
or Res t►a oha/t
`A �°��fA thorix�o��oa LLC. TAS 103.
w�rptQ bArfpa��st ,
°f�gmP
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70
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� Y
i.
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�1
TRINITY ERD
Enti Examination Reference Date
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-111 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-111 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) -Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571 Exp.08/08/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,surfaced
with polyolefinic film surface;meets ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly-film surface;meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,
with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and TAS 103.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 3 of 12
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a
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\,,1 TRINITY!ERD
I
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
4.2.8 Polystick Dual ProTM' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.9 Polystick Tile ProTM' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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 Polyglass 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 AH1 for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROO_F COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Yes Yes
Elastobase YES (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
Yes Yes
ElastobaseP Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
dam Polystick MTS Yes Yes No Yes Yes Yes
Polystick MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P Yes Yes Yes No Yes Yes
See 5.5.1
Polystick TU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick TU Max No Yes Yes Yes No No
See 5.5.1
Polystick Dual Pro Yes Yes No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Elastoflex S6 G Yes Yes Yes No Yes Yes
See 5.5.1
Elastoflex S6 G FR Yes Yes No No Yes Yes
Polyflex G Yes Yes Yes No Yes Yes
See 5.5.1
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes
See 5.S.1
Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes
or SA-APP Cap Sheet(FR) See 5.5.1
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 4 of 12