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Product Approval Menu>product or Application Search>Application List>Application Detail D C/"ErVF®
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FL# FL14645-R3
Application Type Revision FEB 21 2020
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived
Product Manufacturer Metal Sales Manufacturing CorporationGZ 8
Address/Phone/Email 545 South 3rd Street,Suite 200 S
Louisville, 40202 REVIEWED FOR
(502)855-44 300
dstermer@metalsale�'LODE COMPLIANCE
Authorized Signature David Stermer vST. LUCIE COUNTY
dstermer@metalsales.us.com ROCC
Technical Representative ��/,2
Address/Phone/Email FILE COPY
Quality Assurance Representative
Address/Phone/Email
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 Bala Sockalingam
Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/27/2026
Validated By Yoosef Lavi, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14645 R3 COI CertificateIndeoendence.adf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOKp/p2fgnu6PmBdDM0IW5HbQp/o3dp/p3d 1/4
9118/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof panel
over min. 19/32'thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II Eva IuationReoortC2182 l.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240"
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0 Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 1.pdf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
14645.2 5V-Crimp Min.26 ga.,24 wide through fastened roof panel over min.
19/32'thick plywood deck with fasteners through panel flat.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 2.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-149.6 Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24"o.c., FL14645 R3 AE EvaluationReportC2182 2.odf
131.3 psf at fastener spacing of 18"o.c.and 149.6 psf at Created by Independent Third Party:Yes
fastener spacing of 12"o.c.
14645.3 5V-Crimp Min. 26 ga.,24"wide through fastened roof panel over min.
19/32'thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 3.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaluationReportC2182 3.pdf
74.8 psf at fastener spacing of 16"o.c.and 196.75 psf at Created by Independent Third Party: Yes
fastener spacing of 8"o.c.
14645.4 5V-Crimp Min. 26 ga., 24"wide through fastened roof panel over min.
15/32'thick plywood deck or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL14645 R3 II EvaluationRepgf C2182-4 df
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-172.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 4.pdf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.5 Aluminum Classic Rib Nom.0.032'thick,36"wide,aluminum through fastened roof
panel over min. 15/32'thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 S.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-120 Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36"o.c. and FL14645 R3 AE EvaluationReportC2182 S.pdf
120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.6 Aluminum Vertical Seam Nom. 0.032'thick, 16"wide,aluminum standing seam roof
panel over min. 15/32'thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II Eva IuationRepo rtC2182 6.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-97.05 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36"o.c.,71.0 FL14645 R3 AE EvaluationReportC2182 6.pdf
psf at clip spacing of 12"o.c. and 97.1 psf at clip spacing of 12" Created by Independent Third'Party: Yes
o.c.with sidelap adhesive.
hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 2/4
a °118/2018 Florida Building Code Online
14645.7 Aluminum Vertical Seam Nom.0.032"thick, 16"wide,aluminum standing seam roof
panel over min. 19/32"thick plywood deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 7.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-162.0 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36"o.c., 100.2 FL14645 R3 AE EvaluationeoortC2182 7.pdf
psf at clip spacing of 12"o.c.and 162.0 psf at clip spacing of Created by Independent Third Party: Yes
12"o.c.with support strap.
14645.8 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 8.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-91 Evaluation Reports
Other: Uplift load of 41.5 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 8.pdf
and 91 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.9 Classic Rib Min. 26 ga.,36"wide through fastened roof panel over min.
19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II Eva IuationRepo rtC2182 9.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-133.9 Evaluation Reports
Other: Uplift load of 74.8 psf at fastener spacing of 36"o.c., FL14645 R3 AE Eva IuationReportC2182 9.odf
92.3 psf at fastener spacing of 24"o.c.and 133.9 psf at Created by Independent Third Party: Yes
fastener spacing of 18"o.c.
14645.10 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
7/16"thick OSB deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 10.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24"o.c. and FL14645 R3 AE EvaluationReportC2182 10.pdf
135 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.11 Classic Rib Min. 29 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 11.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.5 Evaluation Reports
Other: Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R3 AE EvaluationReportC2182 11.pdf
and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645.12 Image II Min.26 ga., 16"wide concealed fastened roof panel over min.
15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 12.Rdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.55 Evaluation Reports
Other:Uplift load of 20.8 psf at fastener spacing of 24"o.c., FL14645 R3 AE EvaluationReportC2182 12.pdf
63.5 psf at fastener spacing of 6"o.c.and 86.55 psf at fastener Created by Independent Third Party: Yes
spacing of 6"o.c.with sidelap adhesive.
14645.13 PBR-Panel or R-Panel Min.26 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 13.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.0 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 13.pdf
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.14 Pro-Panel II Min. 29 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 14.pdf
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 3/4
P/rB/2018 Florida Building Code Online
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-71.5 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 24"D.C. FL14645 R3 AE EvaluationReportC2182 14.Ddf
and 71.5 psf at fastener spacing of 12"D.C. Created by Independent Third Party: Yes
Back Mext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooy i 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 emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
on M 99 M
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.6spx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 4/4
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION(2017)
FLORIDA PRODUCT APPROVAL
FL 14645A-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918)492-5992
FAX: (918)493-3568
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page) SoCKAt/,,`e,
jo
e
Load Span Table (1 Page)
• No 62240
cc
Report No. C2182-4 13 C) .
STATE OFV-
4u
Date:.9.9.17 A%*. 0 R �0---
-0 . .....*
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"ft .ck. -)-Q(-7
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with(5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalurne coated steel(ASTM A792) or painted steel (ASTM A755).
Deck Description- Min. 7/16" thick OSB or min. 15/32" thick plywood or min. Y4" thick
Wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5:1.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with'UL580-06 'Uplift Resistance
of Roof Assemblies' & UL1897-04 'Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM E108/LTL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
WN DY: O�LCKlD Un
PANEL OVERLAP ea. D.S.
5V-CRIMP °°" as/u/�e
FASTENER AT PANEL FLAT
SEE DETAIL 2 / SEE DETAIL 1 ENDS IROED NLY.FOR PANEL 3
n
PANEL FASTENER PER UPLIFT
MINIMUM ATTACHMENT;
8d x 2.5" LONG RING SHANK NAIL LOAD TABLE
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD
GUIDELINES & AT EDGES
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C. o 0
TYPICAL PANEL INSTALLATION X—SECTION Z Co
Ngo
M
#9-16 OR #10-14 WOODSCREWS 1
WITH SELF SEALING WASHER AT o N
MAXIMUM SPACING OF 36" O.C. % '10
N
5V-CRIMP
MIN 26 GA. �J
tJ �
Ed a
GENIMIL NOTES; -
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
UNDERLAYMENT J FLORIDA BUILDING CODE (FBC). a aS
"'OSB 7/16' THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING 2
DETAIL 1 PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". v `
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING'& STRUCTURE AS
SPECIFIED ON THIS DRAWING.
m
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS T
#9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
WITH SELF SEALING WASHER Al ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM $
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
5V-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
MIN GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT
' DETAIL 2 OSB 7/16" THICK (MIN.) OR 2182-4
PLYWOOD 15/32" THICK (MIN.) " no.
OF
METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min.26 ga.)
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) (psf)
Coverage width: 24" 6 172.E
9. 120.0-- -
90.0-
Panel Fasteners 15 72.0--
#9-16 or#10-14 hex head 18 60.0
wood screws with sealed ----
21 51.4
washer
24 45.0
30 j.6.0
33 32.7
36 30.0
Notes:
1. The hold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels'must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
SOCK,44
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No 62240
0• STATE OF 40
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1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 a tFL 62240
9184925992 -2-0)k-7
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RECEIV5D
WEMO etc.
Certificate of Authorization#32455
FEB 21 2020 353 Christian Street, Unit 913
ST. Lucie County, Permitting Oxford; CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA,Inc. R Evaluation Report P12060.02:097-1124
1111 West Newport Center DriveFL5259-R28-
Deerfield Beach,.FL 33442 C®®� ® ������� Date of Issuance:02/w 24/ 2009
(954)233-1230 ST. LU C I E COUNTY Revision 24:01/24//-
20]8
��aa
SCOPE: BOC
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 61h Edition (2017) Florida Building Code sections noted
herein. FILE COPY
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. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. 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 l 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 14.
Prepared by: a•�s+inn,,,,,—
Robert J.M. Nieminen, P.E.
•,OS., _ �terf.�T; The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 'a;°s� =�•' :�;c' P.E.on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOI etc. 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 I etc.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 NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
1
` a
i
ONEMoletc.
ROOFING COMP.,ONENT'EVALUATION:
1. ,•-SCOPES
Peoduct Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the eh Edition (2017) Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3/1507.1.1 Physical Properties ASTM D226 2009
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
fAfty Examination Reference Date
FM Approvals(TST 1867) Wind'Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 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
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
NNEMOjetc.
Enti Examination Reference Date .
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 041420:09.12-3 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 P41630.08A3 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 6020.09.143 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 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) Physical Properties P44360.10.14-R1 05/18/2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NCA 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 Exp.10/05/2018
4. PRODUCT DESCRIPTION:
41 Mechanically Fastened Underlayments v
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.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
.4 2 Self Adhering Underk ents - -
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced,surfaced with polyolefinic film surface; meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,with an
aggregate surface;meets ASTM D1970.
4.2.3 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 FRSA/TRI April 2012.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 3 of 14
MEMO etc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mile thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
4.2.6 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 FRSA/TRI April 2012.
4.2.7 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.
4.2.8 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 FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
Meciiamcally Fastened and%ori Bonded Underlaymerlts
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the underlayment composed of a sand-surfaced'SBS
Modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced;SBS modified bitumen cap sheets;meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOIetc. 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 Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate ofAuthorization€132455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
a T
SNEMOjetC.
5.5 Allowable Roof Covers:
TABLE 1 ROOF}COVER OP710N5 � Y ,� �� "
Underlayment Asphalt Shingles Nail-On Tile Foam-On tile' Metal wood Shakes Slate L
&Shingles
es
es
Elastobase Yes (Base Sheet i/n 2-ply system) (Base Sheet n 2-ply system) Yes Yes Yes
Elastobase P Yes Yes Yes' Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polyglass APP Base No Yes Yes ' No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P No Yes Yes (See 5.5.1) No No No
Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick TU Max No Yes Yes (See 5.5.1) Yes No No
Polystick Dual Pro Yes No No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex 56 G Yes Yes Yes (See 5.5.1) No Yes Yes
Elastoflex 56 G FR Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes
Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
x s`' TABLE lA ALLOWABLE TILE ADHESIVE UNDERLAYMENT GOMBINATION51
Adhesive Florida Product Approval Underlayments
DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TileBondT1 FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset"AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex.SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset"RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthorizotion#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
ONEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:,'
Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
> New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unpri'med OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch-applied to:
> ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) self-adhered
to:
> ASTM C1289, Type II, Class 1 polyisocyan u rate or Type V polyisocyanurate-composite insulation; Dens Deck-
DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
> Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or Polyflex G FR torch-applied to:
> ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems, insulation attachment shalkbe designed by a qualified design,professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) Dual Pro or
Tile Pro self-adhered to:
> ASTM D226,Type I or II felt;Elastobase; Elastobase P or Mule-Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
> ASTM D226,Type I or 11 felt;Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch-applied to:
Elastobase; Elastobase P,Mule-:Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 6 of 14
r&71
NEMO etc.
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath..foam-on tile systems, where the underlayment
forms part of the load-path. The following winduplift 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=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to'satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP F6,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1%"ring,sha nk•nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch O.C.
#3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-135 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#6 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 or ASTM D41
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report P12060.02.09-1124
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
ONEMOletc.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: it ga.x 1.25-inch long x 1-inch head diameter round,metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in-full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter anriular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: •Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
WNEMOletc.
#15 Maximum Design Pressure=-52.5 psf:
Deck: , Min.15/32-inch.plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four.(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: it ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
ONEMOletc.
#23 Maximum Design Pressure=-90 psf:
Deck: ' Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#24 Maximum Design Pressure=-97.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing-nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Poiyflex G,torch-applied.
#28 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 10 of 14
NNEMOjetc.
5.6.4.2 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. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard,RAS 117. Assemblies 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:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not,be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer.than 90-days after installation.
Polystick MTS, MTS PLUS,TU P,TU Plus, TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)):
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.
TABLEL TILE SLIPPAGE,LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Elastoflex G TU Flat 10-tile stack 7:12
Lugged 8-tile stack(6 over 2) 6:12
Elastoflex S6 G or S6 G FR Flat.or-Lugged 6-tile stack(4 over 2) 4:12
Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat 6-tile stack(4 over 2)or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick TU P Flat 6-tile stack(4 over 2) 6:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat or Lugged 10-tile stack 6:12
Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
ONEMO etc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass 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 Elastobase„Elastobase P or,Mule Hide'Nai46ase
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System”from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012(04-12)Installation Manual.
6 4Polystick MTS,MTS PLUS,IR Xe,TU'P,TU,Plus,TU Maxr Dual Pro,Tile Pro or MU;X or Polyflex SAP,Polyflex SAR,M
Mule Hide SA APP Cap Sheet or,Mule Hide;SA APP Cap 8fieet
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P)underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR.and Mule-Hide SA-APP
Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch
diameter metal disk or Simplex-type metal cap nail, at a.minimum rate of 12" o.c. Polystick TU Plus should be back-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of
membrane. The head lap membrane is to cover the area being back-nailed.
All seal-lap seams (selvage laps) must be
firmly rolled with a minimum 28 Ib. hand _
roller to ensure full contact and adhesion. ,
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
1
View of Ovelap Seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 12 of 14
NNEMOjetc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair; followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the ;repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-1b weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps(min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick Dual Pro,IR-Xe or Polystick MUX):
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 mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set tile applications,refer to Section 5.6.4 herein.
6.4.4 Two(2) Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max,Tile Pro,MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material: This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,'1"ile Pro or Polyflex SAP is allowable for use
under foam=on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,
but is allowable if a 27ply underlayment system is desired.
6 5 Elastoflgx G TU,Elastoflex 56 G or Elastoflex S6 G FR
-:-
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single
Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile
roof systems.
6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6 6Polyflex G or Polyflex G FR =
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April
2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI
April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 13 of 14
ONEMO etc. r '.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6_7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein,and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRl April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation.of self-adhering membranes and before loading of
roofing tiles is forty-eight(48) hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.611320-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications:
PfanL 4 Specification";, - ~Eroduct s -
Fernley,NV,Hazleton,PA_&Winter Haven,FL ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick IR-Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS
FRSA/TRI April 2012 Polystick TU P
Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR
ASTM D1970 Polystick Dual Pro
ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro
ASTM D6164 Elastoflex S6,Elastoflex S6 G FR
ASTM D6222 Polyflex G,Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230' Revision 24:01/24/2018
Page 14 of 14
6/14/2019 Florida Building Code Online
FLOMDA DEPARTMENT OP
• � e ■ 1
• e 1 1 . 1
BCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications I Contact Us I SCIS Site Map I Links I Search I
Florida
Product Approval
r USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
RECEIVED
10OFFICE10FTHE FL# FL1654-R23 FEB 21 2020
Application Type Revision
Code Version 2017 ST. Lucie County, Permitting
Application Status Approved
-Comments-
Archived
Product Manufacturer POLYGLASS USA
- Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert REVIEWED FOR
malpert@polyglass.com CODE
Y"' �fg�
p C®MPL1�4fVCE
Technical Representative Maury Alpert ■ LUCIE COUNTY
Address/Phone/Email 1111 W. Newport Center Drive�� �d
Deerfield Beach, FL 33442 ®CC
(912)429-8610
MAlpert@polyglass.com
Quality Assurance Representative
Address/Phone/Email FILE COPY
Category Roofing
Subcategory Modified Bitumen Roof System
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 09/13/2021
Validated By John W. Knezevich;PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R23 COI 2018 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAh3MWCf6BQtTxEtZbUa5VbZA%3d%3d 112
6/1,4/2019 Florida Building Code Online
Certified By
t
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/08/2018
Date Validated 10/13/2018
Date Pending FBC Approval 10/21/2018
Date Approved 12/11/2018
Date Revised 04/12/2019
Summary of Products
FL-#.... -Model -Number-or-Name,. - -Description
1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R23.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 application Evaluation Reports
relates to one particular assembly over concrete deck. FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654-
Refer to the ER Appendix for other systems and deck R23.pdf
types. 2.)Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
back. Nezi
Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atatement::Accessibility.Statement::Refund Statement
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ONEMOjetc.
APPENDIX 1:A17ACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION'r'I"
IA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation;Bonded Roof Cover 12
1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14
1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17
1G Wood New or.Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-21
1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25
11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover i 26
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,;Bonded Roof Cover 27-29
26 Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30-34
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cofer 35-37
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-46
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 46
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-49
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 1 54
58 Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,1 Bonded Roof Cover 56
SD Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56
SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 57-59
613 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59
6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 60
6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-65
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
Wood: Minimum 0.75-inch penetration.
Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Structural concrete: Minimum 1-inch embedment into pilot Bole in accordance with fastener manufacturer's published installation instructions.
i
NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654-R23
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65
ONEMOletc.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board orimineral-wool roof board that meets the QA requirements
of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet
fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
Hot asphalt(HA): Full coverage at 25-30 lbs/square.
Dow IN5TA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
OMG Oly8and 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
. OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
. ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
. Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted,all insulations are flat-stock or taper board!of the minimum thickness noted. Tapered polyisocyanu rate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed fora particular system in the tables,then the
thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
. Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick)
OMG OlyBond 500(013500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
. OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and 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,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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.
10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
NEMO ETC,LLC Evaluation Report P9290.02.08-1321 for FL1654-1123
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65
ONEMOletc.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat
thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast
using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,
use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
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15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
PoLYGLAss ROOF COVERS
REFERENCE LAYERMATERIAL, f. `APPLICATION'°:.
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40
(Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square
Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 Type II,Polyglass HT Base 650 PG350 at 1.5-2.0
SBS-CA1 Cap Ply Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield gal/square
TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 Type II Polyplus 35 at 1.5-2.0
SBS-CA2 Cap Ply Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G,Elastoshield gal/square
TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex!V,Elastoflex 56,Elastoflex
S6 Type II,Polyglass HT Base 650
585-AA Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex 56 Type II,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G, Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap Ply Elastoshield TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Ply or Ply One
or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex 56,Type II,Polyglass HT Base
SBS-TA
(SBS,Torch-Applied) Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex 56 G,Elastoflex!56 G FR,Elastoshield TS- Torch-Applied
Cap Ply G,Elastoshield TS-G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed I
Y (P Y ) Yf (P Y ) I
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus OR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect i Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0
gal/square
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand)or Elastobase(poly/poly).
NEMO ETC,LLC Evaluation Report P9290.021.08-R21 for FL3654-RZ3
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 65
f0NEM0 1 etc.
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MPP)limitations. The lesser of the MDP listings below vs.those in Table 3A
applies:
i
VAPOR
BARRIER OPTIONS;
OPTION VAPOR BARRIER
# PRIMER INSULAT ON ADHESIVE "466 P`(PSF)
TYPE ATTACH
VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
VB-2. PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0
VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5
VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
VB-6. PG100 Elastoflex SA V Base,Elastoflex SA V FR Base, Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade 290.0
Elastoflex SA V Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c.
17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Option# Surfacing Florida Product'Approval
SURF-1. PG300 Fibered Roof Coating FL10291
5URF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291
SURF-3. PG650 Fibered Aluminum Roof Coating FL10291
SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291
SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291
SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291
SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291
SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291
SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291
SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291
SURF-11. Polybrite 71 HS FL10291
SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291
SURF-13. Polybrite 95 Silicone Roof Coating FL10291
SURF-14. KM Acryl 15 FL27409
SURF-15. KM Acryl 15 QS FL27409
SURF-16. KM Acryl 25 FL27409
SURF-17. KM Acryl 25 QS FL27409
SURF-18. KM Acryl 40 HS FL27409
SURF-19. KM Acryl 85 FL27409
SURF-20. KM PS#250 FL27409
SURF-21. KM PS#220 FL27409
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to•FBC 1609 for determination of design wind loads.
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization 432455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 65
O. NEMOJetc.
TABLE 11: •• r rECKS—NEW CONSTRUCTION .•REROOF(TEAR-OFF)
SYSTEM TYPE F,NON-INSULATED,BONDED ROOF COVER
System Deck(Note 1) Primer Roof Cover(Note 15) j MbP' SO
No. Joint Treatment Base Ply Ply Cap Ply (P fl
WF1s70 Min.15/32 None None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
inch plywood TA,APP-TA TA,APP-TA -90.0
W-171 Min.15/32- (Optional)PG100 None Y (Optional)
inch plywood Pol flex SA BaseAPP-TA APP-TA -90.0
Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W 172 inch plywood PG100 None 585-SA 97.5
TA,APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5
W-173 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA
W-174 Min.15/32- POLYBRITE 745 NoneSBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
-105.0
inch plywood TA,-APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -135.0
W-175 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
W-176 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Into Polyflex SA Base (Optional)APP-TA APP-TA -135.0
inch plywood place to create continuous bond.
i
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization 432455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 65