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�fl•_ FL# FL20378-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments '
FRECEIVE®Archived7 2020Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive nty, Permitting
Palm City,FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com IJD�(t,(l�
Technical Representative Richard McKuhen CO3J?�� l
"
Address/Phone/Email 2160 SW Poma Drive '
Palm City,FL 34990 ��
(772)872-8034
richard@emfab.net
Quality Assurance Representative ��c
Address/Phone/Email ®�
-Vile
Category Roofing
Subcategory Metal 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 LOCKE BOWDEN
Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R.Priest,P.E.
ECJ Validation Checklist-Hardcopy Received
Certificate of Independence FL20378_R1 COI FL 20378.1 NAILSTRIP 1.0 .032 ALUM SSS.Ddf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2f MZ8n5CNV4ZYkew5Zoa%2fE%2fovztglbhDVU2dJO4TAA%3d%3d 1/4
2/13/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/19/2017
Summary of Products
FL# Model,Number or Name Description
20378.1 01-"1"Nailstrip" 0.032"Aluminum Standing Seam roof panel, 12"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378_R1 II FL 20378.1 NAILSTRIP 1.0 .032
Approved for use outside HVHZ:Yes ALUM_sss.pdf
Impact Resistant: No Verified By: Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other: Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use. Refer to manufacturer's installation FL20378_RI AE FL 20378.1 NAILSTRIP 1.0 .032
instructions. ALUM_aas.Ddf
Created by Independent Third Party:Yes
20378.2 02-"1"Nailstrip" 26-gauge Steel Standing Seam roof panel, 16"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners and adhesive.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378_R1 II_FL 20378.2 Extreme Metal Fabricators 26GA
Approved for use outside HVHZ:Yes NAIL STRIP 1.0.odf
Impact Resistant:No Verified By: Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use. Refer to manufacturer's installation FL20378_RI AE FL 20378.2 Extreme Metal Fabricators
instructions. 26GA NAIL STRIP 1.0.odf
Created by Independent Third Party:Yes
20378.3 03-"1.75 Snap Lock" 0.032"Aluminum Standing Seam roof panel, 18"wide,
mechanically attached to 15/32"plywood or Wood Deck with
panel clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378_R1 Il FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378_R1 AE FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
20378.4 04-"1.75"Snap Lock" 24-gauge Steel Standing Seam roof panel, 18"wide,
mechanically attached to 15/32"plywood or Wood Deck with
panel clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378_El II_FL 20378.4 1.75 SNAP LOCK 24GA-ssr.odf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378_RI AE FL 20378.4 1.75 SNAP LOCK 24GA-ssr.odf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
20378.5 05-"Rib Panel" 29-gauge Steel exposed fastener roof panel,36"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378_R1_II_FL 20378.5 RIB 29GA ssr.odf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378_111 AE FL 20378.5 RIB 29G6_ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5Zoa%2fE%2fovztglbhDVU2dJO4TAA%3d%3d 2/4
2/13/2018 Florida Building Code Online
20378.6 06-"5V Crimp" 26-gauge Steel exposed fastener roof panel,24"wide,
mechanically attached to 15/32"Plywood or Wood Deck
w/fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378_R1 II FL 20378.6 5V Crimo sss. df
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Method 1 and Method 2 FL20378_R1 AE FL 20378.6 5V Crimp sss.Ddf
fastening. Limitations and Conditions of Use. Refer to Created.by Independent Third Party:Yes
manufacturer's installation instructions.
20378.7 07-"1.5 Standing Seam" 24-gauge Steel Standing Seam roof panel, 16"wide,
mechanically attached to 15/32"plywood or Wood Deck with
panel clips,fasteners and adhesive
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378_RI If FL 20378.7 JM STANDING SEAM ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378_R1_AE FL 20378.7 JM STANDING SEAM ssr.Ddf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
20378.8 08-"Nordman Tile" 24-gauge Steel metal roof tile panel mechanically attached to
15/32"plywood or Wood Deck with fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378_R1_II_FL 20378.8_NORDMAN TILE 24GA ssr.Ddf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378_R1 AE FL 20378.8 NORDMAN TILE 24GA ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
20378.9 09-"Nordman Tile" 24-gauge Steel metal roof tile panel mechanically attached to
Steel Deck with fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378_RI II FL 20378.9 Nordman Tile Details-ssr.Ddf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CHUCK Engineering P.E.
Impact Resistant:No #31242
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use. Refer to manufacturer's installation FL20378_Rj_6E FL 20378.9 Nordman Tile Details-ssr.pdf
instructions. Created by'Independent Third Party:Yes
20378.10 10-"Nordman Tile" 0.032"Aluminum metal roof tile panel mechanically attached
to 15/32"plywood or Wood Deck with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378_RI_II_FL 20378.10 NORD TILT.032 ALUM-ssr.Ddf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378_tltl AE FL 20378.10 NORD TILT.032 ALUM-ssr.pdf
Conditions of Use.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.QMElght 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
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:
W eCF`ciE ®,-�.,
Credit Card I
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5Zoa%2fE%2fovztglbhDVU2dJO4TAA°/a3d%3d 3/4
LIC-
2160 SW Poma Drive
Palm City, FL 34990
).:872-8034
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule #61G20-3
Compliant : Keystone Certifications
Product: 5 V Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC Sec. 1507.4.3
Yield strength:40ksi Steel Attached to min. 15/32" plywood or Wood Deck w/ min.
Attached 24" OA2 specific gravity with screws.24" Coverage
Coverage Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1506, 1507
Fastener for Method 1 Attachment# 9-15 x 1"Hex Head w/EPDM Bonded Steel Washer
to penetrate 3/16"thru wood decking
Fastener for Method 2 Attachment#9-15 x 1"Hex Head w/EPDM Bonded Steel Washer
to penetrate 3/16"thru 15/32"min. plywood deck or 5/8"into wood plank
Underlayment: To be compliant with FBC Sec.1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
Install Details: Table A Allowable Loads METHOD 1 METHOD 2 ,FASTENER PLACEMENT
;_DESIGN.-PRESSURE* -85 PSF 114.25 P S F 'METHOD 1 IN RIB PEAKS
ROW SPACING 1211 O.C. 12"O.C. METHOD 2I PANELFLATS
FASTENER SPACING 12" O.C. 12"O.C. *SEE INSTALL DRAWINGS
__FASTENER SIZE: _ . _ #9 _ #9
*ALLOWABLE DESIGN PRESSURE MARGIN OF 2 TO 1
,Reference Data: HURRICANE TEST LAB#TST ID: 1527
,TAS 125-03 Test#0223-0307-01;METHOD i (UL 1897-04')
TAS-125-03 Test#0223-0517-06,METHOD 2
EQUIVA NCY UL 1897-04 IS EQUIVALENT TO UL 1897-12 TEST STANDARD * DESIGN PRESSURE SAFETY MARIGIN 2:1
Ce Cate o4 Inclegendence:
- ocke Bowden,.P.E.does not have,not will acquire a financial interest in any company manufacturing or distributing,products
under this evaluation. `,;�, ttt11T� rr�rr,
Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or dist?ibutini�3J�cf'sd�ulidef%t,i"I
report.
{�• /'!^RI' s'.; `;,:
J ')NIAt. ' >
Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017
61h ed.,with referenced documents submitted.
Limitations:
1. Underlayment to be compliance with current Florida Building Code 2017 6th ed-,Section 1507.1.1
2. Products are compliant for State of Florida product approval per Rule 61G20-3
3. Compliance Method: 1-D
4. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
5. All support framing compliant w/Florida Building Code 2017,Chapters 22 for Steel,23 for Wood and 16 for
Structural Loading. Design of support and attachment to the framing is outside the scope of this evaluation.
6. Rule 61G20-3 allows for engineering analysis by registered/licensed others for"project specific approval'by local
authorities,authorized by the code,and is the responsibility of others.
7. This report does not imply warranty,installation,recommended product use outside of this report.
Fasteners-
#9'-15 Hex-Head&c et^rs Wdh : 5V-imp" Roof.Panel
EPDTJ Bonded Steel lNestuers
r
i�s
a�`S``�u�v 'a`��>�u��u�s� �ii�aw�,� �tvs�lly^� �l�:�tv�°�>�a��,•_}. s,�'lt��ti �bt{:�'
Deck.
-:15/37'or, ter F&v&d,or
-Wood plank
Fast eners'-
-15'Hex-Head Screws With 5\/-Crlmp" Roof Panei
EPDM Bonded Steel Washers
.'`� t[' • Vett MUml
Sam
.f
I t '!�. llb tt. I �11 1P [, lr
Deck
15132"or greater Plywood,or
Wood plank
lit`
BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search
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pr
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■ ;}Product Approval
yyyy��ptpd - USER:Public User
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Product Approval Menu>Product or Application Search>Application Checl st> kation Detail
a • e FL# FL 1602-R9
RECEIVED
' Application Type Re ion MAR 12020
Code Version 2017
Application Status Approved ST. Lucie County, PermittlnQ
Comments
Archived [;
Product Manufacturer Owens Corning Roofing and Asphalt,LLC
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43645
(740)321-6345
Greg.Keeler@owenscorning.com f1
Authorized Signature Keeler Greg
Greg.Keeler@owenscorning.com ogvo
Technical Representative Greg Keeler '1yl/—���flSID
r ,
Address/Phone/Email 2790 Columbus Road r �� UUU
Granville,OH 43023 ( �
(740)321-6345 =' 0� �
greg.keel er@owenscoming.comV®®p %S
Quality Assurance Representative
Address/Phone/Email
Category Ro fing d
�®vy
Subcategory U erlaymen n
Compliance Method Evalua on 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 Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John W. Knezevich,PE
RJ Validation Checklist-Hardcopy Received
Certificate of Independence FL11602 R9 COI 2019 01 COI NIEMINEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226(physicals) 2009
ASTM D4798 2011
FRSA/TRI April 2012 2012
TAS 117(B) 1995
UL1897 2012
Equivalence of Product Standards
Y �
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/15/2019
Date Validated 08/15/2019
Date Pending FBC Approval 08/21/2019
Date Approved 10/15/2019
Summary of Products
FL# Model,Number or Name Description
11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11602 R9 II 2019 08 FINAL ER FL11602-R9.Ddf
Approved for use outside HVHZ:Yes Verified By: Robert Nieminen PE-59166
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-45 Evaluation Reports
Other: 1.)The design pressure noted herein pertains to use of a FL11602 R9 AE 2019 08 FINAL ER FL11602-R9.odf
specific underlayment system beneath foam-on tile sytsems. Refer Created by Independent Third Party: Yes
to ER Section 5.6.3 for details.2.) Refer to ER Sections 5 and 6 for
other Limits of Use.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CopyLi ht 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
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:
Qfedit'Card.
Safe
/
NEMO I etc.
Certificate of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-1110
One Owens Corning Parkway FL11602-R9
Toledo,OH 43659 Date of Issuance: 11/03/2008
(740)321-6345 Revision 10:08/15/2019
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 heZevd for compliancewith the 6th Edition(2017) Florida Building Code sections noted
herein.
DESCRIPTION: Titaniumlaym
LABELING: Labeling shall be in accordance with the requirements of 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.of any changes to the
product(s),the Quality Assurance or the production facility location(s). NEMO ETC, LLC 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 "NEMO I etc. 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 8.
Prepared by:
Robert J.M.Nieminen P.E.
���;;R'•.:_ ` The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 `:c%.v.,,,,,;,,;+++ Nieminen,P.E.on 08/15/2019.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC,LLC 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 NEMO ETC,LLC 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.
02018 NEMO ETC,LLC
NNEMO I etc.
ROOFING COMPONENT EVALUATION:
SCOPE:1.
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium'""Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,LLC,
have demonstrated compliance with the intent of the following sections of the 6`h Edition (2017) Florida Building
Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
STANDARDS:2.
Section Property Standard Year
1504.3.1 Wind Uplift UL 1897 2012
1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009
1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
TAS 110 Accelerated Weathering ASTM D4798 2011
TAS 110 Pull-through resistance TAS 117(B) 1995
1; 3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) ASTM D226 138010.08.11 08/11/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007
ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015
ERD(TST6049) Physical Properties(NH) 4j-OC-19-SSUDL-01.A 06/14/2019
Owens Corning Product equivalency Declaration 06/18/2018
PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 10/03/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-334-02-02 10/03/2017
PRI(TST5878) FRSA/TRI April 2012(04-12),partial OCF-343-02-01 11/09/2017
PRI(TST5878) ASTM D4798 OCF-341-02-01 11/27/2017
PRI(TST5878) TAS.117(B);Pull-through OCF-422-02-02 04/03/2018
PRI(TST5878) FRSA/TRI April 2012(04-12),partial OCF-425-02-01 08/13/2018
PRI(TST5878) UL1897 1378TO02 07/10/2019
PRI(TST5878) Tensile adhesion OCF-507-02-01 08/13/2019
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Service Confirmation 09/30/2017
NEMO ETC,LLC Evaluation Report 111980.11.08-1110
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-119
Titanium Roof Underlayments Revision 10:08/15/2019
Page 2 of 8
N
PRODUCT
MEMO I etc.
4.
Product Specification Plants Description
4.1 Titanium'"" PSU-30 STM D1970 Dubai,UAE& unreinforced polymer modified bitumen material adhered
and FRSA/TRI Brentwood, NH to the underside of a polymer-coated,synthetic woven
April 2012 sheet. The underside is backed with a release film. Unit
weight 24 lbs/square
4.2 TitaniumTM' UDL-25 FBC 1507.1.1 Qingdao,China synthetic sheet-type underlayment comprised of a woven
&R905.1.1 core coated on one side with a polymer coating. Unit
(Exception) weight 2.5 lbs./square
4.3 Titanium'"UDL-30 FBC 1507.1.1 Mission, BC, synthetic sheet-type underlayment comprised of a woven
&R905.1.1 Canada& core coated on both sides with a polymer coating. Unit
(Exception) Qingdao,China weight 4.0 lbs./square
4.4 Titanium'""UDL-50 FBC 1507.1.1 Mission,BC, synthetic sheet-type underlayment comprised of a woven
&R905.1.1 Canada& core coated on both sides with a polymer coating. Unit
(Exception) Qingdao,China weight 4.7 lbs./square
LI MITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E.are, in any way,the Designer
of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Titanium'"" 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:
TABLE 1: ROOF COVER OPTIONS
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Titanium PSU-30 Yes Yes Yes Yes Yes Yes
(See 5.5.1)
Titanium UDL-25 Yes No No Yes Yes Yes
Yes Yes
Titanium UDL-30 Yes (Base Sheet in 2-ply (Base Sheet in 2-ply Yes Yes Yes
system) system)
Titanium UDL-50 Yes No No Yes Yes Yes
NEMO ETC,LLC Evaluation Report 111980.11.08-1110
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-119
Titanium Roof Underlayments Revision 10:08/15/2019
Page 3 of 8
OMEMO I etc.
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS,
Underlayment Adhesive Florida Product Approval
DUPONTTile Bond— FL22525
Titanium PSU-30 ICP Adhesives Polyset'AH-160 FL6332
ICP Adhesives Polyset®RTA-1 FL6276
5.6 Allowable Substrates(for self-adhering):
TABLE 2: SUBSTRATE OPTIONS
Underlayment Primer Substrates
(Optional)ASTM D41 plywood
None ASTM D226 felt
Titanium PSU-30
ASTM D41 Titanium UDL-30
None Titanium UDL-30(inverted)
5.6.1 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 underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is
the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April
2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional)ASTM D41
Underlayment: One or two plies, Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga.,1-5/8-inch diametertin caps in accordance with
Owens Corning Roofing and Asphalt,LLC published installation requirements.
#2 Maximum Design Pressure=-30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(inverted)
Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: One ortwo plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt,LLC published'installation requirements.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC Evaluation Report 111980.11.08-1110
Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R9
Titanium Roof Underlayments Revision 10:08/15/2019
Page 4 of 8
ONEMO I etc.
#3 Maximum Design Pressure=-30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One ortwo plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
#4 Maximum Design Pressure=-45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(inverted)
Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
#5 Maximum Design Pressure=-45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the,selected assembly shall meet or
exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. Zones 2 and 3 shall employ an attachment density designed by
a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI
WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)
for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Titanium UDL-25,Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 180-days.
NEW ETC,LLC Evaluation Report 111980.11.08-1110
Certificate of Authorization#32455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL11602=R9
Titanium Roof Underlayments Revision 10:08/15/2019
Page 5 of 8
OMEMO etc.
5.8 Tile Slippage Limitations[per FRSA/TRI April 2012(04-12)1:
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 3: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Flat Max.10-tile stack 5:12
Flat Max 5-tile stack 6:12
Lugged Max.10-tile stack 4:12
Lugged Max.5-tile stack 5:12
Max.10-tile stack(5 over 5)
Titanium PSU-30
Lugged 5:12
INSTALLATION:6.
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Titaniumm UDL-25,Titanium UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or If underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter
heads;ring shank roofing nails with minimum 1-inch diameter plastic caps;screws and plates;or plastic cap staples.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall
be required where the ultimate design wind speed, Vault,equals or exceeds 150 mph."
Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
in lieu of metal cap nails for these applications,when the Titanium'""UDL-25,Titanium UDL-30 or Titanium UDL-50
underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1
or R905.1.1.
NEMO ETC,LLC Evaluation Report 111980.11.08-1110
Certificate of Authorization 1132455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R9
Titanium Roof Underlayments Revision 10:08/15/2019
Page 6 of 8
NMEMO I etc.
6.3.3 Slopes of 4:12 or greater:
End (vertical)laps shall be minimum 6-inches and side(horizontal) laps shall be minimum 4-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be
installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the
battens.
6.3.4 Slopes of 2:12 to less than 4:12:
End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 25-inches. End(vertical)
laps shall be offset from course to course not less than 6 feet.
Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely
overlapping the starter course. Continue upslope,maintaining.minimum 25-inch side(horizontal)laps,resulting in
a double-layer application.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c.
Qbe
ems are to be installed atop the underlayment, the underlayment need only be preliminarily
ng a chment of the battens.
6.4 -30:
6.4.1lations•
1n compliance with the codified requirements for ASTM D1970underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements.
TitaniumTM PSU-30 shall be back-nailed in accordance with Owens Corning published installation requirements.
6.4.2 Nail-On Tile Applications:
Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12),and Owens Corning published requirements. TitaniUMTM PSU-30 shall be back-nailed
max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in
accordance with Owens Corning published installation requirements.
Refer to Section 5.8 for tile staging limitations.
6.4.3 Foam-On Tile Applications:
Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12),and Owens Corning published requirements.TitaniumT" PSU-30 shall be back-nailed
max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in
accordance with Owens Corning published installation requirements.
Refer to Table 1A for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
6.5 Titanium 2-Ply System:
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-30(top surface primed or sheet inverted)in accordance with Section 6.3 followed by Titanium
PSU-30 in accordance with Section 6.4.
NEMO ETC,LLC Evaluation Report 111980.11.08-1110
Certificate ojAuthorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-119
Titanium Roof Underlayments Revision 10:08/15/2019
Page 7 of 8
1
NNEMOjetc.
6.5.3 Nail-On Tile Applications:
For nail-on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
FRSA/TRI April 2012(04-12), using Section 6.3 as a guide,and considering the wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4.
Refer to Section 5.8 for tile staging limitations.
6.5.4 Foam-On Tile Applications:
For foam-on tile installations, install Titanium UDL-30(top surface primed or sheet inverted) in accordance with
Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4
Refer to Table 1A for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
17. 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 manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer
to Section 4 herein for product&production locations having met codified physical properties specifications.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 111980.11.08-1110
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R9
Titanium Roof Underlayments Revision 30:08/15/2019
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