HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEM VIM= Florida Building Code Online
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LI'XW t A�ercval Menu>PrutluR ur Quit cation Se—arL >BURJSIILsL1 LM>AppilluHon Oetd)
FL # FL1654-R27
Application Type Revision
Code Version 2020 l 0
Application Status Approved
REVIE4VI�D FOL
Comments CODE COMPLIANCE
Archived ST• LUCIE
Product Manufacturer POLYGLASS USA R COUNTY
Address/Phone/Email 1111 W. Newport Center Drive BOCC
Deerfield Beach, FL 42
(954) 233-1330 Ext 242
malpert apolyglass.com
Authorized Signature Maury Alpert
malpertapolyglass.corn /
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Driv"F I L E COPY
Deerfield Beach,FL 33442 e{..
(866)802-8017
uspolyglasstechnicalppolyglass.com
Quality Assurance Representative QA REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(888)410-1375
uspolyglasstechnicalapolyglass.com
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
Flonda 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 11/07/2022
Validated By John W. Knezevich,PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL1654 R27 COI 2020 01 C01 NIEMINEN.W
Referenced Standard and Year(of Standard) Standard Yea[
ASTM D4601 2012
ASTM D4897 2009
ASTM D6162 2015
ASTM D6163 2015
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2015
www.floridabuilding orgipr/pr_app_dtl aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d 1'2
3116/2021• Florida Building Code Online
ASTM G155 2013
FM 4470 2016
FM 4474 2011
UL1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/02/2020
Date Validated 10/04/2020
Date Pending FBC Approval 10/12/2020
Date Approved 12/15/2020
Summary Of Products
FL# Nodel,Number or Name Description
1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instruictlons
Approved for use in HVHZ:No FL1654 R27 1I 2020 09 30 FINAL Al ER PG MODBIT FL1654-
Approved for use outside HVHZ:Yes
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 relates Evaluation Reports I
to one particular assembly over concrete deck. Refer to the FI t6Sd Q27 AF 2020 ne 30 FINAL ER PG MODBiT FL1654-
ER Appendix for other systems and deck types. 2.)Refer to R27, (
ER,Section 5 for other Umlts of Use. 3.)Refer to FL16717 Created by Independent Third Parry:Yes
for HVHZ jurisdictions.
Back Neat
Contact Us: 2601 Blair Stone Road Tallahassee FL 32399 Phore.850-487-1824
The State of Florida is an AA/EEO employer LgQ)Mght 2007-2013 State of Florida, privacy Statement Accessibility Statement:-Refund Statement
Under Florida law,email addresses are pudic records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact me office by phone or by traditional mad.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 emaifs
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 it you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
®®® 6■
Credi, r-•i,d
Safe
www.floridabuilding.org/pr/pr_app_dtl aspx7param=wGEVXCtwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d 2
NEMO I etc.
Certificate of Authornotion#32455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-125
1111 West Newport Center Drive FL1654-R27
Deerfield Beach, FL 33442 Date of Issuance:02/11/2008
(954)233-1330 Revision 25:09/30/2020
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 7"Edition (2020)Florida Building Code sections noted herein.
DESCRIPTION: Polyglass 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) 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 5, plus a 94-page Appendix.
Prepared by:
Robert J.M. Nieminen,P.E. :*F'•., The facsimile seal appearing was authon:ed by Robert
_ s
Florida Registration No. 59166,Florida OCA ANE1983 Nieminen,P.E on 09/30/2020. This does not serve as an
:'�%�..,:,,• "`
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
S. 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.
D2018,NEMO ETC,LLC
IRNEMOJetc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have
demonstrated compliance with the following sections of the 7" Edition (2020) 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.
STANDARDS:2.
Section Pro a Standard Year
1504.31 Wind resistance FM 4474 2011
1504.3 1 Wind resistance UL 1897 2012
1504.6 Accelerated weathering ASTM G155 2013
1504.7 Impact resistance FM 4470,Section 4.6 2016
1507,10.2 Material standard ASTM 04601 2012
1507.10.2 Material standard ASTM D4897 2009
1507.11.2 Material standard ASTM D6162 2015
1507.11.2 Material standard ASTM 06163 2015
1507.11.2 Material standard ASTM 06164 2011
1507.11.2 Material standard ASTM 06222 2011
1507,11.2 Material standard ASTM 06509 2015
ftlft Exam Reference Date Entity lac m Reference Date
ERD(TST6049) Physicals P10490.1008-2 10/30/2008 FM(TST1867) FM 4470 3006115 OS/02/2001
ERD(TST6049) FM 4470/4474 P13760.D9 09 09/10/2009 FM(TST1867) FM 4470 3012321 07/29/2002
ERD(TST6049i FM 4470/4414 P13770-09.09 09/10/2009 FM(TST1667) FM 4470 1014692 09/05/2003
ERD(TST6049) FM 4470/4474 P30540.11.09-111 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/I003
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004
ERD(TST6049) Physicals P33960.12 10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004
ERD(TST6049) Physicals P31590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006
ERD(TST6049) Physicals P37590.03.13.1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P37590.03.13-2-Rl 07/01/2013 FM(TST1867) FM 4470/4474 30234S8 07/18/2006
ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030668 09/12/2007
ERD(TST6049) Physicals P37590 0313-5-111 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals P37590.07.13-1 07j02/2013 FM(TST1867) FM 4470/4474 3049631 04/21/2014
ERD(TST6049) FM 4470/4474 P41630.08A3 08/06/2013 FM(TST1867) FM 4470/4474 30S7029 02/02/2017
ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMO(TST6(A9) Criticality 4S-PLYG-18-001.06.18 06/23/2018
ERD(TST6049) Physicals P44370.10-13 10/04/2013 NEMO(TST6049) FM 4474 41 PLYG-18-003 08 18 08/21/2018
ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMO IT5T6049) Criticality asPLYG-18OO1.LO i8 10/03/2018
ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TST6049) ASTM D4897 45-PLYG 18-002.11.18 2 11/16/2018
ERD(TST6049) Physicals P45440SC 03.15.1 03/31/2015 NEMO(TST6049) ASTM D6164 45-PLYG48-002.11 18-3 11/28/2018
ERD(TST6049) Physicals SC5170.05.15 05/08/2015 NEMO(TST6049) FM 4474 n-PLYG-l"3.11 18 11/28/2018
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) FM 4474 4L PLYG-18-00301 19 01/11/2019
ERD(TST6049) Physicals SC5170.12 15 12/29/2015 NEMO ITST6049) ASTM D6163 45 PLYG-18-002.01 19 A 01/24/2019
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) ASTM D6162 4S PLYG 18.002 0119 8 01/25/2019
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 4L-PLYG-18-003.04.19-A 04/08/2019
ERD(TST6049) FM 4470/4414 PLYG-SCOM5.05.16.2 OS/17/2016 NEMO(TST6049) ASTM 06222 4S-PLYG-18.002 Os 19-C OSF20/2019
ERD(TST6049) FM 4470i4474 PLYG-SC 108 15 07 16 R1 09/23/2016 NEMO(TST6049) ASTM D6222 4S-PLYG-is002.05a9 D 05/20/2019
ERD(TST6049) UL 1997 PLYG-SC12025.10 16 10/12/2016 NEMO ITST6049) ASTM D6163 4S.P013-W002 cis.19-H 05/20/2019
ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) ASTM D6164 4s-PLYG-13-=05 19A OS/31/2019
ERD(TST6049) FM 4470/4474 PLYG-SC13235.01 17 01/17/2017 NEMO(TST6049) Criticality 4S-PLYG4"I06 19.A 07/17/2019
ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 OS/30/2017 NEW(TST6049) ASTM 06164 45-P1YG-18-W2.0919-I 09/06/2019
ERD(TST11294) FM 4470/4474 PLYG CTL13945.05.17-1 05/30/2017 NEMO(TST6049) ASTM 06164 4S PLYG-18�002.09.194 09/06/2019
ERD(TST11294Ii FM 4470/4474 PLYG CTL13945.05.17-3 05/30/2017 NEMO tT5T6049) FM 4474 4a ftYG-2c-LSWU5-01 A 08/28/202D
ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007
ERD(TST6049) FM 4470/4474 PLYG-SCIS760 D9.17 09/11/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008
FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02127/2008
FM ITST1867) FM 4470 OD3A3AM 04/04/1997 PRI(TST5878) Physicals PUSA 062-02-02 12/04/2008
FM(TST18671 FM 4470 2DOA0 AM 12/23/1998 PRI(TSTS878) TA5114 PUSA 188.02-01 02/08/2017
NEMO ETC,LLC Evaluation Report P9290.02.08•R25
Certificate of Authoracrion 932455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL1654-R27
Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020
Page 2 of 5
U(1q
NEMO I etc.
FM(TST1867) 9M Referem 06/�IZ/1949 PRI TEA5BM Refemlim RU -02 0D2/�OB/2017
FM(TST1867) FM 4470 3006646 01/04/20W PRI(TSTS878) TAS 114 PUSA-IM-02-03 02IM2017
FM(TST1867) FM 4470 3001334 01/25/2000 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017
FM(TST1867) FM 4470 3001334 02/15/20W PRI(TSTS878) TAS 114 PUSA-202-02-02 05/17/2017
FM(M2867) FM 4a70 30008S7 01/12/20M M-D(CER1592) HVHZ Various WAs Various
FM(TST1867) FM 4a70 3004091 01/12/2000 M-D(CER15921 Prop.for Rev. 10.0523 10/12/2010
UL(QUA962S) Quality Control Service Confirm 09/13/2018
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.
TABLE 1:ROLL-GOODS FOR MODIRED BITUMEN ROOF SYSTEMS
Type Product Material Standard Bride Plant(s)
Retarom
Poly lass G2 Base ASTM D4601 II N/A AL
Polyflex SA Base ASTM D4601 II N/A FL
Base Sheets Elastobase SA ASTIVI D4601 It N/A PA
Elastovent ASTM D4897 N/A N/A PA
Polyglass Base ASTM D6509 N/A N/A FL
Polybond ASTM D6222 I S FL
APP,Smooth-Surface poi ex ASTM D6222 1 5 FL
Membranes Polykool ASTM D6222 I 5 FL
Polybond G ASTM D6222 I G FL
PoWex G ASTM D6222 I G FL
Polyflex G FR ASTM D6222 I G FL
APP,Granule-Surface Pol resko G ASTM D6222 I G NV
Membranes Polyfresko G FR ASTM D6222 I G NV
Polyflex SA P ASTM D6222 I G FL,TX
Polyflex SA P FR ASTM D6222 I G TX
Polyfresko G SA ASTM D6222 I G NV
Polyfresko G SA FR ASTM D6222 I G NV
Elastoshield HT ASTM D6162 III 5 FL
Elastobase ASTM D6163 1 S FL
Elastoflex V ASTM D6163 1 5 FL
Elastoflex SA V ASTM D6163 1 5 FL,PA,TX
Elastoflex SA V FR ASTM D6163 I S FL,PA,TX
SBS,Smooth-Surface Elastoflex SA V Plus ASTM D6163 I 5 Fl,TX
Membranes Elastoflex SA V Plus FR ASTM D6163 1 5 FL,TX
Elastobase P ASTM D6164 1 5 FL,TX
Elastoflex SA Base HD ASTM D6164 I S PA,TX
Elastoflex S6 ASTM D6164 1 5 FL
Elastoflex S6 HP ASTM D6164 II 5 NV
Pol reflect ASTM D6164 I 5 FL
Elastoshield HT G ASTM D6162 III G FL
Elastoshield HT G FR ASTM D6162 III G FL
Elastoflex V G ASTM D6163 I G FL,PA
Elastoflex V G FR ASTM D6163 I G FL,PA
SBS,Granule Surface Elastoflex S6 G ASTM D6164 I G FL,PA
Membranes Elastoflex S6 G FR ASTM D6164 I G FL
Elastoshield TS G ASTM D6164 I G FL,TX
Elastoshield TS G FR ASTM D6164 I G FL,TX
Elastoflex SA P ASTM D6164 I G FL,TX
Elastoflex SA P FR ASTM D6164 I I G FL,TX
NEW ETC,LLC Evaluation Report P9290.02.08-R2S
CerNJkote of Authorization#32455 7r"EDITION(20201 FBC NON-HVHZ EVALUATION FL1654-RZ7
Polyglass Modified Bitumen Roof Systems Revls on 25:09/30/2020
Pap 3 of S
1
s
IRNEMOJetc.
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 High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-Dade
Counties).
5.3 This Evaluation Report 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.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning
the use of foam plastic insulation.
5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements
and limitations regarding edge securement for low-slope roofs.
5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations.
5.6.1 For mechanically attached components 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard
TAS 105.
5.6.2 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.
5.6.3 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,
5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance.
5.7.1 "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.
5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the
selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with
FBC Chapter 16. Elevated pressure zones 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(February 2020)for Zone 2/3 enhancements.
5.7.3 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.
5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 611320-3.
Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are
produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report.
NEMO E7C,LLC Evaluation Report P9290.02.08-R2S
Certificate of Authorization x32455 7"EDITION(2020)FBC NON.HVHZ EVALUATION FL1654 R27
Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020
Page 4 of 5
ONEMO I etc.
APPENDix 1:ATTAcmmEmT 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
is Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-12
IC Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 12-14
SD Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 14-15
lE Wood New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof[over 15-19
IF Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-23
1G Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 23-29
1H Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 29-36
11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 37
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover 8-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 38-43
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 44-50
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53
2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Veloci lex,Bonded Roof Cover 53-55
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover S6-68
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 68
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 69-73
48 Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded tnuu1mlon,Bonded Roof Cover 73.47
4C Lightweight concrete New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 74-78
SA Cementitious wood fiber Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 79-80
5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover M82
SC Cementitious wood fiber Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 82
SD Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 83
SE Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 83
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 94-98
68 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 88
6C Existing gypsum Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 88
60 Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 88
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 89-94
7B Various Recover F Non-Insulated,Bonded Roof Cover 94
MEMO ETC,LLC Evaluation Report P9290.02.08-R25 for F116S4427
Certificate of Authorization#32455 7"EOITION(Z020)FBC NON-W4K EVALLIATION Revision 25:09/30/2020
02018 NEMO ETC,LLC Polyslm Modified Bftnwn Roof Systems;(954)233-1330 Appendix 1,Page 1 of 94
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The following notes apply to the systems outlined herein:
1 The roof system a ValUdtton 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
/urisdiction.
2 Fasteners shall be of sufficient length for the following engagements
Y Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment.
Y Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
Y Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions.
3 Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof
cover
4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1,C-1,C-2,D-1 or 0-2,whereby fasteners are installed
through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings. Roof
decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address
non-wind-uplift-related issues,such as deck venting or moisture levels within the LWiC and the potential effect on overlying components.
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(February 2020).
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
I Hot asphalt(HA): Full coverage at 25-30lbs/square.
e DuPont INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
N.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0,25 to 0.5-inch wide ribbons,12-inch o.c.
H.B.Fuller 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. Note: OlyBond Green may be used where OI yBond 500 is referenced.
OlyBond Classic JOB 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 loyers(s)of insulation and/or coverboard are installed in ribbon applied adhesive,boord%oints 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 MOP 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
H.B.Fuller Millennium One Step Foarnable Adhesive(M OSFA): MDP= 157.5 psf (Min.0.5-inch thick)
H.B.Fuller 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(OBS00): MOP= -315.0 psf (Min.0.5-inch thick ENRGY 3)
OMG OlyBond 500(08500): 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 For adhered roof insulation and board-size: Unless otherwise noted,refer to Section 2 2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020).
9 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in
accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
MEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27
Certificate of Authorization#32455 1 EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020
(02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 94
NEMO I etc.
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(February 2020)for Zone 2/3 enhancements.
10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FRC Chapter 16 No
rational analysis is permitted for these systems.
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 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 shall be conducted on mock-ups of the proposed new roof assembly. 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 F ield uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13 Refer to FBC 1511 for requirements and limitations regarding recover Installations For Structural Concrete Deck or Recover Applications using System Type C 1,C 2,D 1 or D 2,the insulation is optional.
Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein). The separator
component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications.
14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current
LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the
minimum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWIC 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). Use of these listings in new construction or re-root(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15 For bonded membrane applications,unless otherwise noted,refer to the following.
MEMBRANE/ADHESIVE COMBINATIONS
REFERENCE LAYER MATERIAL _ APPLICATION
i BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type Il
(Base and Ply sheets, PI One or more lies Pol lass PI IV,Pol lass PI VI,FBC Approved ASTM D2118,T IV or VI Hot Asphalt at 20-40
y p Yg y yg y PP YPe Ibs/square
Asphalt-Applied) Note: Asphalt-applied sheets or insulation shalt not be applied to poly-film surfaced membranes.
Base Ply One 1 Elastobase(sand/sand),Elastotlex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
585 CAI Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex PG350 at 1.5-2 0
Cap Ply gal/square
56 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP
SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex 56 G,Elastoflex Polyplus 35 at 1.5-2.0
Cap Ply gal/square
S6 G FR,Elastoshield TS G,Elastoshield 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 S6,Elastoflex
SBS-AA __ S6 HP,Elastoshield HT
Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastotlex S6 G, Hot Asphalt at 20-d0
(SOS,Asphalt Applied) Cap Ply Ibs/square
Elastoflex S6 G FR,Elastoshield TS G,Eldstoshield TS G FR,Polyfresko G SRS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note: Asphalt-applied sheets or insulation shall not be a led to Im su ed membranes.
.__ _
Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Elastotlex 56 HP,Elastoshield HT
SOS-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6
Applied) Torch-Applied
(SBS,Torch A
PP 1 Cap Ply G,Elastoflex 56 G FR,Elastoshield TS G,Elastoshield TS G FR.Polyfresko G SBS(poly-film backed),Polyfresko G SRS FR(poly-film
backed)
NEMO ETC,LLC
Evaluation Report P9290.02.08-R25 for F11654-R27
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020
(02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems; 954 233-1330
Y ( ) Appendix 1,Page 3 of 94
ONEMO I etc.
IY�EIw.RANc I1olleslvE coM.rlu►,wNs
REFERENCE LAYER MATERIAL APPLICATION
SBS-SA-H Base Ply Elastobase SA Self-adhering (followed
(sas,Sex Adt— Hybrid Sot—sl by torch-applied sheet)
Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Pol reflect
- Self-Adhering
(SBS,Self-Adhering) NOW 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-CAl Cap Ply Polyflex G FR PG350 at 1.5-2.0
gal/square
APP-TA Base Ply or Ply One or more plies Po lass Base,Polyflex,Polybond
Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Po d,Polybond G,Poyfreskio G,Polyfresko G FR _
APP-SA-H Self-adhering(followed,
nvv sex AdrKr Hrbrb mr�) Base Ply Polyflex SA Base b torch-applied sheet)
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR, resko G SA,Po resko G SA FR,Polykool _
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering
fMstobase(poly/sand)or Ebstobose(Pdy�PaYl• __ -_
16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those In Table 3A applies.
VAPOR BARRIER Ormus;STRucTURAL CONCRETE DECK;FOLLOWED my AcimisIVE-A►PUM INSULATION PER TA&La 3A:
OPTION PRIMER VAPOR BARRIER _ INSULATION ADHESIVE MDP
e TYPE(NOTE 15) APPLICATION (PSF)
C-VB-1. PG100 Elastoflex SA V Plus Self-Adhering D-15 or CR-20,12-inch O.C. -60.0
C-VB-2. PG100 Polyglass Base Torch-applied D-I5orCR-20,12-incho.c. -75.0
C-VB-3. PG100 Elastoflex SA P Self-Adhering D-IS,124nch O.C. -75.0
C-V". PG100 Elastoflex SA P Self-Adhering M-OSFA,124nch o.c. -157.5
C-VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
C-V8-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR Self-Adhering M-OSFA,M-PG-1,08500 or CR-20,12-inch o.c. -290.0
C-VB-7. PG100 SBS-TA(with sanded-top-surface) Torch-applied M-OSFA,M-PG-1,OBS00 or CR-20,12-inch o.c. -290.0
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 OanoNs FOR POLYGLASS MODIFIED BrruMEN Roos SysTEm
OPTION N SURFACING FLORIDA PRODUCT APPROVAL
SURF-1. PG 300 FL10291
SURF-2. PG 600 - FL20291
SURF-3. PG 650 FL10291
SURF-4. PG 700 FL10291
SURF-5. PG MO QS FU0291
SURF-6. PG II00 FL20291
SURF-7. Polyplus 60 FL10291
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-RZ7
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020
02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 94
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TABLE I I: WOOD DECKS—NEW CONS TRUCTIONoRREROOF(TEAR-OFF)
SYSTEM TYPE F: . BONDED ROOF
System Deck(Note 1) Primer Roof Cover(Note 15) MDP(psf)
No. Joint Treatment Base Ply Ply Cap Ply
SELF-ADKRWG BASE PLY:
APA rated. ----' -- --- _�_ Elastoflex SA Y Plus — —
W-208 7/16 CAT, None OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into or Elastoflex SA V (Optional)SBS SA,SBS SBS SA,APP•SA -52.5
0.418 in., place to create continuous bond. TA,APP-TA SBS-TA,APP-TA
Exposure 1 OSEI Plus FR
W-209 Min.15/32- None None SSS-SA (Optional)SOS-SA,SBS- SBS-SA,APP-SA, -90.0
inch plywood TA,APP-TA S8S-TA,APP-TA
W-220 Min.15/32- PG100 None SOS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -97.5
inch plywood TA,APP-TA 58S-TA,APP-TA
W-211 Min.15/32- (Optional)PG100 Plywood joints are covered with flinch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA 97 5
inch plywood into place to create continuous bond. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA
W 212 Min.I5/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,58S- SBS-SA,APP-SA, -105.0
Inch plywood or W83000 TA,APP-TA SBS-TA,APP-TA
Min.15/32- Plywood)Dints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V Plus (Optional)SBS-SA,585- SBS-SA,APP•SA,
W-213 inch plywood (Optional)PG100 into place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA -135.0
Plus FR
HYBRID SYSTEMS wmm SELF-Aomtm6 APP BASE PLY:
W-214 Min.15/32- (Opwrial)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0
inch plywood
W 215 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP-TA APP-TA -135.0
inch plywood into place to create continuous bond
HYBRID SYSTEMS wtrH SELF-ADHERING SBS BASE PLY: _ -
W-216 Min.15/32- None None y SBSSA-H (Optional)585-TA 58S-TA -90.0
inch plywood
W 217 Min,15/32- PG100 None SBS-SA-H (Optional)SBS-TA SOS-TA -97.S
inch plywood
Min.15/32 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled
W-218 (Optional)PG100 S85 SA-H (Optional)585 TA SBS TA 97.5
inch plywood into place to create continuous bond.
W-219 Min,15/32- POLYBRITE 745 None SBS-SA-H (Optional)S8S-TA SOS-TA 105.0
inch plywood or WB3000
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27
Certificate of Authorization 032455 7'"EDITION(2020)FBC NON•HVHZ EVALUATION Revision 25:09/30/2020
02018 NEMO ETC,LLC PoWass Modified Bitumen Roof Systems;(9S4)233.1330 Appendix 1,Page 37 of 94