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FL #FL1654-R23
Application Type Revision
Code Version 2017
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 malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com
Quality Assurance Representative
Address/Phone/Email
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 Evaluation
Report
Robert Nieminen
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 Certified By
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 Bitumen Roof
Systems
SBS and APP modified bitumen roof systems
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular
assembly over concrete deck. Refer to the ER Appendix for other systems and
deck types. 2.) Refer to ER, Section 5 for other Limits of Use.
Installation Instructions FL1654_R23_II_2018_10_FINAL_A1_ER_POLYGLASS_MODBIT_FL1654-
R23.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654_R23_AE_2018_10_FINAL_ER_POLYGLASS_MODBIT_FL1654-R23.pdf Created by Independent Third Party: Yes
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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. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic 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:
NEMO|etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(954) 233-1330
Evaluation Report P9290.02.08-R21
FL1654-R23
Date of Issuance: 02/11/2008
Revision 21: 10/08/2018
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. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
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. 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|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 4, plus a 65-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/08/2018. 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 produ cts 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.
NEMO|etc.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 2 of 4
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 6th 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 FM 4474 2011
1504.3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507.11.2 Physicals ASTM D6162 2008
1507.11.2 Physicals ASTM D6163 2008
1507.11.2 Physicals ASTM D6164 2011
1507.11.2 Physicals ASTM D6222 2011
1507.11.2 Physicals ASTM D6509 2009
3. REFERENCES:
Entity Exam Reference Date Entity Exam Reference Date
ERD (TST6049) Physicals P10490.10.08-2 10/30/2008 FM (TST1867) FM 4470 2D0A0.AM 12/23/1998
ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM (TST1867) FM 4470 2D5A9.AM 06/22/1999
ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM (TST1867) FM 4470 3006646 01/04/2000
ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM (TST1867) FM 4470 3001334 01/25/2000
ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM (TST1867) FM 4470 3001334 02/15/2000
ERD (TST6049) Physicals P33960.12.10 12/30/2010 FM (TST1867) FM 4470 3000857 01/12/2000
ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM (TST1867) FM 4470 3004091 01/12/2000
ERD (TST6049) Physicals P37590.03.13-3A 03/06/2013 FM (TST1867) FM 4470 3006115 05/02/2001
ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM (TST1867) FM 4470 3012321 07/29/2002
ERD (TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM (TST1867) FM 4470 3014692 08/05/2003
ERD (TST6049) Physicals P37590.03.13-2-R1 07/01/2013 FM (TST1867) FM 4470 3014751 08/27/2003
ERD (TST6049) Physicals P37590.07.13-2 07/01/2013 FM (TST1867) FM 4470 3007170 01/13/2004
ERD (TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FM (TST1867) FM 4470 3019317 06/30/2004
ERD (TST6049) Physicals P37590.07.13-1 07/02/2013 FM (TST1867) FM 4470 3020703 07/30/2004
ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM (TST1867) FM 4470/4474 3018332 01/31/2006
ERD (TST6049) Physicals P45940.09.13 09/04/2013 FM (TST1867) FM 4470/4474 3023368 03/20/2006
ERD (TST6049) Physicals P44370.10.13 10/04/2013 FM (TST1867) FM 4470/4474 3024594 05/23/2006
ERD (TST6049) Physicals P39520.09.14-2 09/11/2014 FM (TST1867) FM 4470/4474 3023458 07/18/2006
ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 FM (TST1867) FM 4470/4474 3030668 09/12/2007
ERD (TST6049) Physicals P45440SC.03.15-1 03/31/2015 FM (TST1867) FM 4470/4474 3032172 06/12/2009
ERD (TST6049) Physicals SC5170.05.15 05/08/2015 FM (TST1867) FM 4470/4474 3049631 04/21/2014
ERD (TST6049) FM 4474 SC8085.05.15 05/19/2015 FM (TST1867) FM 4470/4474 3057029 02/02/2017
ERD (TST6049) Physicals SC5170.12.15 12/29/2015 NEMO (TST6049) Criticality 4S-PLYG-18-001.06.18 06/23/2018
ERD (TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO (TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018
ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO (TST6049) FM 4474 PLYG-C1, C3, C4, C5, C8 09/21/2018
ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO (TST6049) Criticality 4S-PLYG-18-001.10.18 10/03/2018
ERD (TST6049) FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016 PRI (TST5878) Physicals PUSA-062-02-01 12/04/2007
ERD (TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 PRI (TST5878) Physicals PUSA-061-02-02 01/28/2008
ERD (TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 PRI (TST5878) Physicals PUSA-064-02-02 02/27/2008
ERD (TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 PRI (TST5878) Physicals PUSA-062-02-02 12/04/2008
ERD (TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 PRI (TST5878) TAS 114 PUSA-188-02-01 02/08/2017
ERD (TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 PRI (TST5878) TAS 114 PUSA-188-02-02 02/08/2017
ERD (TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 05/30/2017 PRI (TST5878) TAS 114 PUSA-188-02-03 02/08/2017
ERD (TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI (TST5878) TAS 114 PUSA-202-02-01 05/17/2017
ERD (TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI (TST5878) TAS 114 PUSA-202-02-02 05/17/2017
FM (TST1867) FM 4470 2W7A7.AM 08/04/1994 M-D (CER1592) HVHZ Various NOAs Various
FM (TST1867) FM 4470 0D3A3.AM 04/04/1997 M-D (CER1592) Prop. for Rev. 10-0823 10/12/2010
UL (QUA9625) Quality Control Service Confirm 09/13/2018
NEMO|etc.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 3 of 4
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
TABLE 1: ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Grade Type
Base Sheets
Polyglass G2 Base ASTM D4601 N/A II
Polyflex SA Base ASTM D4601 N/A II
Polyglass APP Base ASTM D6509 N/A N/A
SBS Membranes
Polyglass HT Base 650 ASTM D6162 S III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 S I
Elastoflex SA V Base ASTM D6163, Table 2 S I
Elastoflex SA V FR Base ASTM D6163, Table 2 S I
Elastoflex SA V Plus ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase Poly ASTM D6164 S I
Elastoflex S6 ASTM D6164 S I
Elastoflex S6 Type II ASTM D6164 S II
Elastoflex VG ASTM D6163 G I
Elastoflex VG FR ASTM D6163 G I
SBS Membranes
Elastoflex S6 G ASTM D6164 G I
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS (sand or poly-film back) ASTM D6164 G I
Polyfresko G SBS FR (sand or poly-film back) ASTM D6164 G I
Elastoshield TS G ASTM D6164 G I
Elastoshield TS G FR ASTM D6164 G I
Elastoflex SA P ASTM D6164 G I
Elastoflex SA P FR ASTM D6164 G I
Polyreflect ASTM D6164 S I
APP Membranes
Polyflex ASTM D6222 S I
Polyflex G ASTM D6222 G I
Polyflex G FR ASTM D6222 G I
Polyfresko G ASTM D6222 G I
Polyfresko G FR ASTM D6222 G I
Polybond ASTM D6222 S I
Polybond G ASTM D6222 G I
Polyflex SA P ASTM D6222 G I
Polyflex SA P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Polykool ASTM D6222 S I
5. LIMITATIONS:
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 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
NEMO|etc.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 4 of 4
5.5 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.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-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.
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.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof 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.
5.10 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question, 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 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. ”MDP” = 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 FBC
1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC – QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO|etc.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 6TH 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
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A 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
1I Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 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
2B 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 Cover 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 54
5B 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, Bonded Roof Cover 56
5D Cementitious wood fiber New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 56
5E 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
6B 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 require ments 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 hole in accordance with fastener manufacturer’s published installation instructions.
NEMO|etc.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 6TH 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
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-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 instruction s.
➢ Hot asphalt (HA): Full coverage at 25-30 lbs/square.
➢ Dow INSTA 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 OlyBond 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 polyisocyanurate at the following thickness limitations may be 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 for a 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-PG1): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): 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 resis tance. 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.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 6TH 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
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For syst ems 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.
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
POLYGLASS ROOF COVERS
REFERENCE LAYER MATERIAL APPLICATION
BP-AA
(Base and Ply sheets,
Asphalt-Applied)
Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 20-40
lbs/square Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
SBS-CA1
Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 PG350 at 1.5-2.0
gal/square Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
TS-G FR, Polyfresko G SBS (sand-backed), Polyfresko G SBS FR (sand-backed)
SBS-CA2
Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II Polyplus 35 at 1.5-2.0
gal/square Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
TS-G FR, Polyfresko G SBS (sand-backed), Polyfresko G SBS FR (sand-backed)
SBS-AA
(SBS, Asphalt-Applied)
Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
S6 Type II, Polyglass HT Base 650 Hot Asphalt at 20-40
lbs/square Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Elastoshield TS-G FR, Polyfresko G SBS (sand-backed), Polyfresko G SBS FR (sand-backed)
Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
SBS-TA
(SBS, Torch-Applied)
Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base
650 Torch-Applied
Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-
G, Elastoshield TS-G FR, Polyfresko G SBS (poly-film backed), Polyfresko G SBS FR (poly-film backed)
SBS-SA
(SBS, Self-Adhering)
Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self-Adhering Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect
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
(APP, Torch-Applied)
Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond Torch-Applied Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
APP-SA
(APP, Self-Adhering)
Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
Self-Adhering Note: Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (poly/poly).
NEMO|etc.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 6TH 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
TABLE 1I: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF)
SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER
System
No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply
W-170 Min. 15/32-
inch plywood None None SBS-SA (Optional) SBS-SA, SBS-
TA, APP-TA
SBS-SA, APP-SA, SBS-
TA, APP-TA -90.0
W-171 Min. 15/32-
inch plywood (Optional) PG100 None Polyflex SA Base (Optional) APP-TA APP-TA -90.0
W-172 Min. 15/32-
inch plywood PG100 None SBS-SA (Optional) SBS-SA, SBS-
TA, APP-TA
SBS-SA, APP-SA, SBS-
TA, APP-TA -97.5
W-173 Min. 15/32-
inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
place to create continuous bond.
Elastoflex SA V Base or
Elastoflex SA V FR Base
(Optional) SBS-SA, SBS-
TA, APP-TA
SBS-SA, APP-SA, SBS-
TA, APP-TA -97.5
W-174 Min. 15/32-
inch plywood POLYBRITE 745 None SBS-SA (Optional) SBS-SA, SBS-
TA, APP-TA
SBS-SA, APP-SA, SBS-
TA, APP-TA -105.0
W-175 Min. 15/32-
inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
place to create continuous bond.
Elastoflex SA V Plus or
Elastoflex SA V Plus FR
(Optional) SBS-SA, SBS-
TA, APP-TA
SBS-SA, APP-SA, SBS-
TA, APP-TA -135.0
W-176 Min. 15/32-
inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
place to create continuous bond. Polyflex SA Base (Optional) APP-TA APP-TA -135.0