HomeMy WebLinkAboutAPPROVED Modified Bitumen NEMO I etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION ' • '
Polyglass USA, Inc. Evaluation Report P9290.02.08-R24
1111 West Newport Center Drive FL1654-1126
Deerfield Beach, FL 33442 Date of Issuance:02/11/2008
(954)233-1230 Revision 24:10/14/2019
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 611 Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SB5 and APP Modified Bitumen Roof Systems
LA9ELING: 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 I 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 "NEMOletc. 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 an 81-page Appendix.
�vcnsy
Prepared by: ,.�s<.•:,;�a
Robert J.M.Nieminen,P.E. ,.4+••�_rt}„�'d The facsimile seal appearing was authorized by Robert
Florida Registration No.59165, Florida QCA ANf1983 :d:.�„"s +;r ` Nieminen,P.E.on 10/14/2019. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued,
4, Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
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.
cp20].$,NEW ETC,LLC
NEMO I etc,
ROOFING SYSTEMS EVALUATION:
d. .
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 61 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. DA••
Section PtogertSl
1504-3.1 Wind FM 4474 2011
1504-3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507.10.2 Physicals ASTM D4897 2001
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
ifttt[ EYOM Reference iii1lift.; Exam ftefeftM
ERD(TST6049) Physicals P1G490.10.08-2 10/30/2008 FM(TST1867) FM 4470 3DD6115 05/02/2001
ERD(TST60491 FM 4470/4474 P13760.09.09 09/10120M FM(TsT1867) FM 4470 3012321 07/29/2002
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 08/05/2003
ERo(TST6049) FM 4470/4474 P30540.I1.09-R1 11/30/2009 FM(T5T1867) FM 4470 3014751 08/27/2003
ERD(TST60491 FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004
ERD(TST60491 Physicals P33960.12.10 12/30/2010 FM CM18671 FM 4470 3019317 06/30/2004
ERD(TST60491 FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/50/2004
ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3019332 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-RS 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P37590.03.13-2-R1 07/01/2013 FM(7ST1867) FM 4470/4474 3023438 07/18/2006
ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1861) FM 4470/4474 3030668 09/12/2007
ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FM(TSri867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867) FM 4470/4474 3049631 04/21/2014
FRD(TST6049) FM 4470/4474 P41630.08.13 08/D6/2013 FM iTST1867) FM 4470/4474 3057029 02/02/2017
ERD(TST6049) Physicals P45940.09.13 09/G4/2013 NEMO(TST6049) Criticality 4S-PLYG-18-001.06.18 06/23/2018
ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMO(TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018
ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMD(TST6049) Criticality 45-PLYG-18-001.10.18 10/03/2018
ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMD(TST6049) ASTM D4997 45-PLYG-18-002.11.1B-x 11/16/2018
ERD(TS76049) Physicals P45440SC.03.15-1 03/31/201S NEMD(TST6049) ASTM 06164 4S-PLYG-I -002.11.18-3 11/28/2018
ERD(TST6049) Physicals 5C5170.05.15 05/08/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-003.11.18 11/26/2018
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) FM 4474 4L-PLYG-18.003.01.19 01/11/2019
ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6G49) ASTM D6163 4S-PLYG-19-002.01.19-A OV24/2019
ERD(TST6049) FM 4470/4474 SC9455.15 D4/01/2016 NEMO(TST6049) ASTM D6162 4S-PLYG-13-062.01.19-8 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 04/09/2019
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO MT6049) ASTM D6222 4S-KYG-1&-=.05.19-C 05/20/2019
ERD MTw49) FM 4470/4474 PLYG-SC10815-D7.16-R11 09/23/2016 NEMO(TST6049) ASTM D6222 45-PLYG-38-002.05.19-D 05/20/2019
ERD(TST6049) UL1897 PLYG-SC12025.10.16 10/12/2016 NEW(TST6049) ASTM D6163 45-PLYG-184)0.05.19-14 05/20/2019
ERD(TsT6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) ASTM D6164 45-PLYCr18-0W2.05.1" 05/31/2019
ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NFMO(TST6049) Criticality 45-PtYG-18-001.06.19.A 07/17/2019
FRD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO{TS76(149) ASTM D6164 4S-PLYG-18-602.09.19-1 09/06/2019
ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 NEW(TST6G491 ASTM D6164 4s-PLYG-18-002,09.194 09/06/2019
ERD(TST11294) FM 4470/4474 PLYGLTL13945.08.17$ 05/30/2017 PW(TSTS878) Physicals PUSA-D62-02-01 12/G4/2007
ERD OW6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008
ERD(TST6049) FM 4470/4474 PLYG-SCIS760-09.17 09/11/2017 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008
FM(T5T1867) FM 4470 2W7A7.AM DS/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008
FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 PRI(TST5878) TA5 114 PUSA-188-02-01 02/08/2017
FM(TST18671 FM 4470 2DOA0-AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017
FM(TS718671 FM 4470 20SA9.AM 06/22/1999 PRI(TST5678) TAS 114 PUSA-188-02-03 02/08/2017
FM MT18671 FM 4470 3006646 01/04/20DO PRI(TSTSB78) TAS 114 PUSA-202-02-01 05/17/2017
FM 01571867) FM 4470 3001334 01/25/2000 PRI(TST5878) TAS114 PUSA-202-02-02 05/17/2017
NEMO ETC,LLC Evaluation Report P9290.02.08-R24
CertrffcoteofAuthorwarlonA32455 6T"EDrrION(2017)FBC NON-HVHZ EVALUATION FL1654-1126
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24.10/14/2019
Page 2 of 5
IRNEMOjetc.
Entftt+ Exam Reference Date fftt1ty _ExaM Reference bate
FM IT5T7867) FM 447C 3Coi334 02/15/2000 M-D(CER1592) HVHZ Various NOAs Various
FM(TST1867) FM 4470 300085/ 01/12/20M M-0(CER15921 Prop.for Rev. 10-0923 10/1212010
FM(TST1867) FM 4470 3004091 01/12/2000 1 UL iQUA9625) Quality Control Service Confirm 09/13/2019
4. "itDESCRIPTION:
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems instalied in accordance with Polyglass USA,
Inc, published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the sub,^ect systems.
E.- ZyC TABLE 1,ROU-GOODS_ FOR PoCYiLA4s MC"tjED_ 8rTUMEN! TEs ro#4
Specificat€on
Type Product -
Reference Grade Type
Elastovent .ASTM D4897 N/A N/A
Polyglass G2 Base ASTM 046O1 N/A II
base Sheet/Base Ply Polyfiex SA Base ASTM II
D4601 N/A
III I Elastobase SA ASTM D46O1 N/A 11
ASTM D6163,Table 2 S I
Polyglass Base ASTM D65O9 N/A N/A
Elastoshield HT ASTM D6162 S III
Elastoshield HT G ASTM D6162 G III
Elastoshield HT G FR ASTM D6162 G III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 S I
Elastoflex 5A V ASTM D6163 S I
Elastoflex SA V FR ASTM D6163 S I
Elastoflex SA V Plus ASTM D6163 S 1
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase P ASTM D6164 S 1
Elastoflex SA Base HD ASTM D6164 S I
SBS Membranes Elastoflex 56 ASTM D6164 S I
Elastoflex S6 HP ASTM D6164 S 11
Elastoflex V G ASTM D6163 G 1
Elastoflex V G FR ASTM D6163 G
Elastoflex S6 G ASTM D6164 G I
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS ASTM D6164 G I
Polyfresko G S85 FR ASTM D6164 G I
Elastoshield TS G ASTM D6164 G 1
Elastoshield TS G FR ASTM 1)6164 G I
Elastoflex SA P ASTM D6164 G I
Elastoflex SA P FR ASTM D6164 G I
Polyreflect ASTM D6164 S I
MEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certrfrcore of Authorization#32455 6T"EDITION(20171 FEIC NON-HVHZ EVALUATION FL16S4-R26
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019
Page 3 of 5
ON EMO etc.
TABLE 1 ImNTif4uED):ROU4GOODS FgR POLYGLASS MDnIrIEDBITUMEN Roof SirS'>:Ems
Type Product Specification
Reference Grade Type
Polyfiex —� - — - ASTM D6222 S
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
APP Membranes Polybond ASTM D6222 S I
Pol b ASTM D6222 G I
Polyflex SA P ASTM D6222 G 1
v ex A P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Polyfresko G SA FR ASTM D6222 G I
Polykool ASTM D6222 S I
•
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.
5A 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.
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 marred 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 10S.
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.
MEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certificate of Authorization#324SS 67"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R26
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019
Page 4 of 5
i
fONEMOJetc.
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 FAG Rule 611320-3. For non-
Polyglass components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the
component manufacturer.
?6, IN-,TALLATION:
6.1 Po! lass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
inst lation instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 Sys m attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" =Maximum Design
Pr ssure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
assing pressure divided by 2 (the � 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.
PLANTS:9. MANUFACTURING
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 611320-3 C4A requirements
9.. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314)578-3406, k.chancellor@us.ul.com
-THE 81-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certificate of Authanzadon N32455 67"EDITION(2017)FBC NON-HVH2 EVALUATION FL1654-R26
Potyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019
Page 5 of 5
IRNEMO I etc.
TABLE IH: WOOD i CONSTRUCTION, f/ / ■•RECOVtR
SYSTEM TYPE E: NON-INSULATED, i 3+ BONDED ROOF COVER
System Deck(Note 1) Base Sheet Roof Cover(Note 15) MDP
Ho. Type Fasten Attach ease Ply Cap (Psi)
APA rated,7/16 CAT, Trufast Versa Fasteners(min.%"penetration}&
0.418 in.,Exposure 1 Elastobase,Elastobase P ar Plates;2 screws per plate installed 180'into the 6-Inch D.C.at min.4-inch lap and 6-Inch D.C.at BNAA,SSS-AA,SBS- SBS-SA,APP-SA,SBS-
W-I87
059 or min.15/32" Elastovent holes of the plate,parallel to the width-direction three(3),equally spaced,staggered center rows TA,APP-TA AA,SB5-TA,APP-TA 105.0
APA rated plywood
of the sheet
Note: *Far re-roof or recover construction,field withdrawal resistance testing(Note 1I)shall yield minimum 103 lbf. Additional Versa-Fost Fasteners within each Versa-Fast Plate may be
utilized to produce minimum withdrawal resistance
AAPA rated,7/16 CAT, Trufast Versa Fasteners(min.%'penetration)&
0,418 in.,Exposure i polyglass Base Plates;2 screws per plate installed 180'into the 6-inch D.C.at min.4-inch lap and 6-inch o.c.at
�* OSS or min.15/32" holes of the plate,parallel to the width-direction three(3),equally spaced,staggered center rows APP-TA APP-TA -105.0
W-188 APA rated plywood of the sheet`
Note: •For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 1031bf. Additional Versa-Fast Fasteners within each Verso-Fort Plate maybe
utilized to produce minimum withdrawal resistance
W 189 Min.15/32-Inch Elastobase,Elastobase P or Trufast#12 OP or Trufast#14 HO with Trufast 3" 6-inch D.C.at min.4-inch lap and 6-inch D.C.at
plywood Elastovent Metal Insulation Plates five(5),equally spaced,staggered center rows BP-AA or 585 AA SBS AA 120.0
Min.15/32-inch Elastobase,Elastobase P or 0MG#12 Standard Roofgrlp or OMG#14 Heavy Duty
W-190 with OMG 3"pound Metal Plates or OMG Flat 6-inch o.c.at min.4-Inch lap and 6-inch o.c.at BP-AA,585-AA,SOS- 585-SA,APP-SA,SBS-
plywood Elastovent five(5),equalty spaced,staggered center rows TA,APP-TA AA,SOS-TA,APP-TA -120.0
Bottom Metal Plates
Min.15/32-inch OMG#12 Standard Roafgrip or CMG#14 Heavy Duty
W-191 Poiyglass Base with OMG 3"Round Metal Plates or 0MG Fiat 6-inch D.C.at min.4-inch lap and 6-inch D.C.at
plywood five(5),equally spaced,staggered center rows APP-TA APP TA 120.0
Bottom Metal Plates_
APA rated,19/32 CAT,
0.578 in.,Exposure 1 Elastobase(sanded top)or Trufast Versa Fasteners(min.%"penetration)& 9-inch D.C.at min.4-inch lap and 9-inch D.C.at BP-AA,5BS-AA,SOS- SOS-AA,SBS-TA,APP-
OSB or min.19/32" Elastovent Plates;1 screws per plate in center hole* four(4),equally spaced center rows TA,APP-TA TA -127.5
W-192 APA rated plywood
Note: *For re-►oaf ar recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 142 lbf. Additional Versa-Fast Fasteners within each Verso-Fast Plate maybe
utllued to produce minimum withdrawal resistance
AAA rated,19/32 CAT,
0.57E in.,Exposure 1 Elastobase(poly-film top) Trufast Versa Fasteners(min.%'penetration)& 9-inch D.C.at min.4-inch lap and 9-inch o.c.at
OSS or min.19/32" Plates;1 screws per plate in center hole" four(4),equally spaced center rows SB5-TA SBS-TA,APP-TA -127.5
W-193 APA rated plywood
Note: `Far re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 141 lbf. Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe
utilized to produce minimum withdrawal resistance
APA rated,19/32 CAT,
0.578 in.,Exposure 1 Poiyglass Base Trufast Versa Fasteners(min.X"penetratlon)& 9-inch D.C.at min.4-Inch lap and 9-inch D.C.at
0S8 or min.19/32" Plates;1 screws per plate in center hale* four(4),equally spaced center rows APP-TA APP-TA -127,5
W-194 APA rated plywood
Note' 'For re-roof or recover construction,field withdrawal resistance testing(Nate 11)shall yield minimum 14-1 lbf. Additional Versa-Fast Fasteners within each Versa-Fast Plate may be
utilized to produce minimum withdrawal resistance
NEMO ETC,LLC _Evaluation Report P9290.02.08-R24 for F1.1654-1126
Certificate of Authorization#32455 6n'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019
CD2018 NEMO ETC,LLC Poiyglass Modified 81tumen Roof Systems;(954)233-1330 Appendix 1,Page 30 of 81
ONEMO I etc.
TABLE 11; WOOD DECKS—NEW CONSTRUCTION OR REROCIF(TEAR-Of P)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF
System Roof Cover(Note 25)
tic. Deck(Note 1) Primer Joint Treatment Base MDP(Psf)
.,i } ,,.C ::,•, •I .� F•i '1.2 '.,o-1-:�1'. �` 1 r fi
APA rated,7/16 OSB'oints are covered with 4-inch wide strips of Elastoflex SA V,rolled into lace to Eiastoflex SA V Plus or
W-206 CAT,0.418 In., None � p P (Optional)SBS-SA,SBS- 5B5-SA,APP-SA,SBS- 52.5
Exposure 1 OSB create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA APP-TA
W-207
Min,15/32-Inch None None SBS-SA (Optional)S85-5A,SBS- SBS-SA,APP-SA,SBS •90.0
plywood TA,APP-TA TA,APP-TA
Min.15/32-inch (Optional)SBS-SA,SBS- SOS-SA,APP-SA,SBS-W 2Q8 plywood PGIOD None SBS-SA TA,APP-TA TA,APP-TA 97.5
Min.15/324nch Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled Into Elastoflex SA V or (Optional)SB5-SA,SBS- SBS-SA,APP-SA,SBS-
W-1 (Optlonal)PG100 -97.5
plywood place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA
Min.15/32-inch POLYBRITE 745 or
W 210 plywood W83000 None S�_� (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- 105 0
TA,APP-TA TA,APP-TA
W 211 pfywnod Place to create continuous Min.15/32-Inch (Optional)PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)505-SA,SBS SRS-SA,APP-SA,SB5-
bond, E lastoflex SA V Plus FR TA,Al TA ARP TA 135.0
HY itdt3 GNrN tLI 1Ns .- R se PLY:
W 212 M;n,15/31 inch (Optional)PG100 None
plywood loP ) APP-SA-H (Optional)APP-TA APP-TA 90.0
Min.15/32-inch PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into
W213
plywood (Optional) place to create continuous bond- APP-SA-H (Optional)APP-TA APP-TA -135.0
i H'YaRro SY.5TEM5 With SELF-A0HF9MG SBS BASE PLY' ?�' si, ....
W-214 Min.15/32-inch None None SBS-5 H (Optional)S85-TA SBS-TA -90.0
plywood
W-215 Min,15/32-Inch PG100 None f SBS-SA-H
plywood (Optional)SBS-TA SBS-TA 97.5
W-216 Min.15/32-Inch ( ptional)O PG100 Plywood Joints are covered wlth 4-inch wide strips of>_lastoflex SA V Plus,rolled into
plywood place to create continuous bond. SBS-SA-H (Optional)SBS TA 585-TA 97.5
Min,15/32-inch POLYBRITE 745 or SBS-SA-H (Optional)SBS-TA SBS-TA 105.0
W 217 plywood WB3000 None
NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24.10/14/2019
02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 33 of 81