HomeMy WebLinkAboutProcuct Approval 9/16/2019 Florida Building Code Online
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Product Approval Menu>Product or AD,Dlication Search>Application Ust>Application Detail 1
FL#
FL1654-R24 REVIEWED FOR
Application Type Revision
Code version 2017 CODE COMPLIANCE
Application Status Approved ST. L p6 pp I E COUNTY 6,�9 g TY
Comments S O C � 9
Archived
Product Manufacturer POLYGLASS USA
Address/phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1330 Ext 242
maipert@polygiass.com File COPY
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Emali 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-Hardcapy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R24 COI 2419 01 COI NIEMINEN.pd
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM 06164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
httpsllwww.floridabuilding.orgfpr/pr app_dtl.aspx7param=wGEVXQwtDgvgqu2w°/a2bnFgUPv2pw6pKxAhg*/D2fJTtNgcLHGglZFglMq)Ap/D3dn/e3d 1/2
9/16/2019 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/12/2019
Date Validated 04/14/2019
Date Pending FBC Approval 04/19/2019
Date Approved 06/18/2019
Date Revised 06/12/2019
Summary of Products
FIL# Model,Number or Name i Description
1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions II
Approved for use in HVHZ:No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654-1
Approved for use outside HVHZ:Yes224spf
Impact Resistant:N/A Verified By:Robert Nleminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The design pressure in this application Evaluation Reports
relates to one particular assembly over concrete deck. FL1654 R24 AE 2019 04 FINAL'ER POLYGLASS MODBIT FL1654-
Refer to the ER Appendix for other systems and deck R24.pd
types.2.)Refer to ER,Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
00
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone.850-487-1824
The State of Florida is an AA(EEO employer.Cooyj ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If youAo 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,FS.,please dick here.
Product Approval Accepts:
2.01 5Ctc1
Credit Card
Safe
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https://wwvvflofldabuilding.org/pr/pr app df.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAh9%2fJTfNgcLHGglZFg[MqIA%3d%3d 2/2
Certificate of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
- (203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
'®`
Polyglass USA,Inc. Evaluation Report P9290.02.08-1121
FL1654-R23
150 Lyon Drive
Date Issuance:
Fernley,NV 89408 a+ of Issuan :02/11/2008
(954)233-1330 Revision 21:10/08/2018
SCOPE:
This Evaluation Report is issued under Rule 61620-3 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 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). MEMO J 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 Ietc. 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.
uu"n" -
Prepare y: p"�.vs,•�;,,•ry.
., :i?, .tea? •�
Robert J.M.Nieminen,P.E. F ,rV ti
-rte'�`•'•�'.a,=,,.•,A•; The facsimile seal appearing was authorized by Robert
s�;;...•.�.
='�?,.,,;,,, •"` Nieminen,P.E.on d document This does not serve as an
Florida Registration No.59166,Florida DCAANE1983
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 far
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.
ROOFING SYSTEMS EVALUATION: ONEMOJetc'.
o• WNW
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 6a' 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.
0
Section Propertv 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
Entity Exam Reference Date Ent1tv Exam Reference Date
ERD M715049) Physicals P10490.10.08-2 10/30/2008 FM(TST1667) FM 4470 2DOAO.AM 12/23/1998
ERD(7576049) FM 4470/4474 P13760.09.09 09/10/2009 FM(1ST1867) FM 4470 2D5A9AM 06/22/1999
ERD(7576049) FM 4470/4474 P13770.09.09 09/10/2009 FM(7573867) FM 4470 3006646 01/04/2000
ERD(TST6049) FM 4470/4474 P30540AL09-111 11/30/2009 FM(TST1867) FM 4470 3001334 01/25/2000
ERD(7576049) FM 4470/4474 P3055D.12.09 12/02/2009 FM(7571867) FM 4470 3001334 02/15/2000
ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(7571667) FM 4470 3000857 01/12/2000
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(W1867) FM 4470 3004091 01/12/2000
ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(7571867) FM 4470 3006115 05/02/2001
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(7571867) FM 4470 3012321 07129120D2
ERD(M6049) 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 UST1867) FM 4470 3014751 08/27/2003
ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(7571867) 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(7571867) 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(TS76049) Physicals P45940.09.13 09/04/2013 FM(1571867) 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(IST6049) Physicals P39520.09.14-2 09/11/2014 FM(TSiM867) FM 4470/4474 3023458 07/18/2006
ERD(TST6049) FM4470/4474 SC6160.11.14 11/10/2014 FM(7571867) FM 4470/4474 3030668 09/12/2007
ERD(7ST6049) Physicals P454405C.03.15-1 03/31/2015 FM(7571867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals SC5170.05.15 05/08/2015 FM(MT1867) FM 4470/4474 3049631 04/21/2014
ERD M6049) FM 4474 SC6085.05.15 05/19/2015 FM(TST1667) FM 4470/4474 3057029 02/02/2017
ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6049) Criticality 45-PLYG-I8-00L06.18 06/23/2018
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) FM 4474 4L-PLYG-18-M.08.18 08/21/2018
ERD(TST6D49) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 PLYG-0.a,C4,6,C8 09/21/2018
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO(TST6049) Criticality 45-PLYG-18-001.10.18 10/03/2018
ERD(7576049) FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016 PRI(TSTswa) Physicals PUSA-062-02-01 12/04/2007
ERD M6049) UL1897 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 11/17/2015 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(7576049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 PRI(TSTS878) TAS 114 PUSA-188-02-01 02/08/2D17
ERD(75711294) FM 4470/4474 PLYGL'n13945.05.17-1 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017
ERD(TST11294) FM 4470/4474 PLYG-C17113945.05.17-3 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 2W7A7AM 08/04/1994 M-D(CER2592) HVHZ Various NOAs Various
FM(TST3867) FM 4470 OD3ABAM 04/04/1997 M-D(CER3592) Prop.for Rev. 10-0823 10/12/2010
UL(QUA9625) Quality Control Service Confirm 09/13/2018
MEMO ETC,LLC Evaluation Report P9290.02.08-RZ1
CE )TcaleOjAuthorilotion832455 fi"EDITION(Nw)Fac NON-HVHZEvmul wmw Ft1654-R23
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 21:10/08/2018
Page 2 of 4
,i
&MEMO etc.
° ea D o
This Evaluation Report covers Polygiass Modified Bitumen Roof Systems installed in accordance with Polygiass USA,
Inc. published installation instructions and the Limitations/ Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
•a eaa .• °e ea � 6 'a+
Type Product Specification
Reference Grade Type
Polyglass G2 Base ASTM D4601 N/A 11
Base Sheets Polyflex SA Base ASTM D4601 N/A 11
Polyglass APP Base ASTM D6509 N/A N/A
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 t
SBS Membranes Elastoflex SA V Plus ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase Poly ASTM 06164 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
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-fi)m back) ASTM D6164 G I
SBS Membranes 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
Polyflex ASTM D6222 S i
Polyflex G ASTM D6222 G !
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
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
NINE I'll�IWNWNIII
t °
5.1 This is a building code evaluation. Neither MEMO ETC,LLC nor Robert Nleminen,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,LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization 032455 fi"Eumo%,t zruiTjvactSo%-Hv"7.EtSALLSitM% FL1654-R?3
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 21:10/08/2018
Page 3 of 41
NM 00etc.
B 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 I design pressure determined In accordance with FBC Chapter 16.
Zones 2and 3shall employ anattachment density designed byaqualified design professional tnresist the elevated
pressure criteria. Commonly used methods are AmS0SP8UVVD� D8
FM Loss Data Shemt2'29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*
carry the limitations set forth inSection 2'2.10.1mfFK4Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/]
enhancements.
5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly
shall meet orexceed chUco|design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation ormembrane over existing roof decks,fasteners shall betested inthe 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-1orTesting Application
Standard TAS 20S.
5'10 For bonded insulation ormembrane over existing substrates inare-roof(tear off)orrecover 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-%,
ASTM E907,8mLoss PraventImmData Sheet 1-52urTesting Application Standard TAS 124shall beconducted on
mock-ups ofthe 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,FK8Loss Prevention Data
Sheet 1-52orTesting 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%1x,
except the basic wind speed shall bedetermined from FmCFigure 1689'3(1),16$9.3(2)mr1609'3(3).
5'13 All products in the roof assembly shall have quality assurance in accordance With FAC'Rule 61G20-3.
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. ^x4DP^~Maximum Design
Pressure bthe result uftesting for wind load resistance based onallowable 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 FgC
%6U9for determination ofdesign wind loads.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements
oil
UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-7HE65-PAGESTHAT FOLLOW FORM PART 0FTHIS EVALUATION REPORT'
mEMnsnC,LLC Evaluation Report re29u.ozou,Rax
Certificate af^ m"rk"manmooSS u=EDITION pmz/\rocNON'xxvzEVALUATION p1.1654-1123
po/yglass Modified Bitumen Roof Systems,psoos3-13so Revision 21:20/08/2018
Page 4*'*
ONEMp'jetc.
r
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A I Wood Neworilemof{fear-0N} A-1 Bonded Insulation,Bonded Roof Cover 5
SB Wood New or Reroof(fear-Of) A-2 Merh Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1C Wood New,Reroof(Tear-OfQ or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1DWood 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 SS-17
10 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18.21
SH Wood New,Reroof(Tear-OM or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25
11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 26
2A 5teelorStructuralconcrete New,Reroof(Tear-Off) 3 Mech.Attached BaseInsuiation,BondedTopInsulation,BondedRoofCover 27-29
29 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 35.97
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 4749
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-Insutated,Mech.Attached Base Sheet Bonded Roof Cover 51.53
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54
5B Cementitious woad fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached AnchorSheet Bonded Insulation,Bonded Roof Cover 55
5C Cement(tlaus wood firer New,Reroof(Tear-Off)crRecover 8 Mech.Attached Base Insulation,Bonded Fop Insulation,Banded RoofCover 56
SO Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56
SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56
6A Existinggypsvm Bernal(Tear-off) A-2 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
r1A
Existnggypsum Remof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60
Various Recover A-1 Bonded Insulation,Bonded RoofCover 61.Various Recover F Non-insulated,Bonded Base Sheet,Bonded Roof Cover - 65
The following notes eoolvto the systems outlined he
refn:
1. The roof system evaluation herein pertains to above-deck roof components.Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
'r Wood. Minimum 0.754nch penetration.
'i
Steel: Minimum D754nch penetration and engage the top flute of the steel deck.
i Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation Instructions.
AinviO ETC,LLC Evaluation Report P9290.02.08.1121 for FL1654-R23
Certificate of Authorization 432455 6!e EDITION(2027)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by.Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof5ystems;(954)239.1330 Appendix 1,Page 1 of 65
NEMO I etc.
3. Unless otherwise noted,insulation maybe anyone layerorcombinationofpolyisocyanumte,polystyrene,wood fiberboard,perlRe,gypsum-basedroofboard ormineral-wool roof board that meetstheQArequirements
of F.A.C.Rule 6IG203 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 beat equal or greater configuration tothe steel and concrete deck listings.Roof decks and structural
members shaft 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.
S. Preliminary insulation attachment for System Type D:Unless otherwise noted,referto Section 2.2.103.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application rates are as follaws.Ribbon or head width Is at the time of application;the ribbons/beads shalt expand as noted in the manufacturer's published Instructions.
r
Not asphalt(HA): Full coverage at 25.30 lbs/square.
i Dow INSTA STIK Quik Set insulation Adhesive(0-15): Continuous 0.75 to 1-inch wide ribbons,124nch o.c.
i Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.ca
i Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.54och wide ribbons,12-Inch mc.
i OMG Olyllond 500(08500): Continuous 0.75 to 14nch wide ribbons,12-Inch o.e(PaceCart or5pot5hot).Note:OlyBond Green maybe used where OlyBond 500 Is referenced.
'r Olyflond Classic(OB Classic): Full coverage at I galfsquare.
i ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-Inch mc-
1 Note:When multiple layers(s)of Insulation andlercoverhaard are installed in ribbon-applied adhesive,baind jointsshall be staggered.
'r Note:The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not ess than one-half the sperlf-red ribbons spacing.
7. Unless otherwise noted,ail insulations are flat-stock ortaper board of the minimum thickness noted.tapered poly(socyanurate 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'IncreaW the MDP actings in the tables,rather if MDP listing below meetsor exceedsthat listed for a particular system Inthe tables,then the
thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
i Millennium One Step Fminabie Adhesive(M.OSFA): MDP -157.5 psf (Min.0.5-inch thick)
i Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP .157.5 psf (Min.O.S4nchthfck)
-r OMG 0ly6ond 500(OBSOD): MDP -45.0 psf (Min.1 5-Inch thick Mufti-Max FA-3)
i OMG OlyBond SDO(48500): MDP -187.5 psf (Min.0.5-Inch thick 150 95+Gt)
i OMG Otygond 500(08500): MDP -315.0 psf (Min.OS-Inch thick ENRGY 3)
i OMG OWond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
>ICP Adhesives&Sealants Polyset CR-20: MOP -117.5 psf (Min.1.0-Inch thick)
B. 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 Z/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 FOC Chapter 16,and no rational anatysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance.A qualified design professional shall review the data for comparisonto the.minimum
requirements for the system.Testing and analysis shall be in accordance with ANSt/SPRf FX-1 ortesting Application Standard TAS 105.
12. For existing substrates In a bonded recover or re-roof installation,the existing roof surface or existing roof deck shag be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of res-sting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSIfSPRI 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 fara recoverapplicatlon.
HEM=ETC,LLC Evaluation Report P929(1.02.08-R21 far 1111554-R23
Certificate of Authorization#324SS 6'EDITION(2017)FBC N0N•HVfi2 EVALUATION Revision 21:10/0812018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65
i
NNEMbletc.
14. Lightweight insulating Concrete(LWC)shall be cast in accordance with FOC Section 1917 to the satisfaction of the Authority Having.ludsdlction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations.Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi.in all rases,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 C996),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 ofthese listings in new construction or re-roof(tearciff)applications is at the discretion of the Designer or Record and Authority Havingludsdictton.
15. Unless otherwue noted,refer tot following references for bonded base,ply or cap sheet ap licatfons.
REFERENCE LAVER • MATERIAL APPLICATION
BP-AA BasePly. Onearmoreties Polygtass G2 Base,FBC Approved ASTM 04601,Type ff Hot Asphalt at 2OA0
(Base and Ply sheets, Ply One or more piles Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM 02178,Type IV or W lbs/square
Asphalt-AppRed) Note: As haft piled sheets or Insulation Shall not be applied to poly-film suted membranes,
Base Ply. One ply Elastobase(sand/sand),ElastoflexV,Elastoflex S6,Etastoflex S6Type It,Potyglass HT Base 650 PG3S0 at 1.S-2.0
SBS•CA1Cap Ply Elastafiex VG,Elastoflex VG FR,Elactoflex 55,Elastoflex567ype 11,Elostoflex S6 G,Elastoflex S6 G FR,Elastoshieki TS-G,Elastoshfeld gal/square
TS-G FR,Polyfresko G SBS(sand-backed),Polyfreska G SBS FR sand-backed)
Base Ply One ply Elastobase sand/sand)Elastoflex V,Efastollex 56,Elastoflex S6 Type 11 Polyplus 35 at 15-2.0
SBS-CA2 Cap Ply Elastoftex VG,Elastoflex VG FR,Elastaffex 56,Eiastoflex S6Type it,Elastoflex 56 G,ElastofieX 56 G FIt,Etastoshieid TS-G,Elastoshield, gal/square
TS•G FR,Polyfresko G SBS(sand-backed),Pal sko G SBS FR(rend-backed)
One or more piles Elastabase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoffex 56,Eiastoflex
Base Ply or Ply S6 Type 11,Polyglass HT Base 650
SBS-AA Elastofiex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6Type II,fiastaflex 56 G,ElastaBex S6 G FR,E)astc shield TS-G, Hot Asphalt at 2040
(565,Asphalt-Applied) Cap Pty Elastoshleid TS-G FR,Pol ko G SB5(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square
Nate: haltcrpplledsheetsorinsulationshallnobeappliedtopoly-filmsurfaced rmsmbroaes.
Base Ply or Ply On or more piles Flastobase(sand/poly),Elastabase(poly/poly),Elastollex V,Elastoflex SG,Etastoflex S6 Type II,Polyglass HT Base
SBS-TA
Torch-Apptled
(5B5,Torch-Applied) Elastoflax V,Elastofiex VG,Elwtoflex VG FR,Elastoflex$6,Elastoflex 56 Type Ii,Elastoflex S6 G.Elastoflex$6 G FR,Elastoshield TS-
Cap Ply G Elastoshleld TS-G FR,Potvrresko G SBS(poly-film backed),Polyrreska G SB5 FR(poly-film backed)
Base Pty One or more plies Elastaflex SA V Base,Elastoflex 5A V FR Base,Elastaflex$A V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastallex SA P,Elastoflex$A P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substratesfor SBS-SA arelimited to the SBS-SA Buse Ply options herelo,
Elastobase/palv/sond)orElastabase l ai at X
PG350 at 15-2.0
APP-CA1 Cap Ply PolyBe%GFR gal/square
APP-TA Base Ply or Ply One or more plies Pol ass APP Base.Polyflex,Polybond Torch-Appifed
APP,Torch-Applied) Cap Ply Pal ex,Polyflex G,Pal ex G FR,Po bond,Pol bond G,Polyineska G,Pohtfresko 6 FR
APP-SA Cap PN PolyflexSA P,Pol ex SA P FR,Polyfresko G SA,Pol kool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobasefpa)Ylsand)orklastobase(poly/poly).
NEMO ETC,LLC Evaluation Report P929D.D2.08-R21 for 11.1554•R23
Certificate of Authorisation#32455 6n'EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)M1330 Appendix 1,Page 3 of 65
NNEMOjetc.
16. Vapor baffler options for use overstmctural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations.The lesser of the MDP listings below vs.those in Table 3A
appl tes
OPTION VAPOR BARRIER INSULATION ADHESIVE MDP(PSF)
If PRIMER TYPE _ - ATTACH
V9d. PG100 Elastoflex SAV Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c -60.0
VB-2. FG100 Potyglass APP Base Torch-applied into-Slit orCR-20,32-Inch o.c 75.0
VB-3. PG100 ElastoRex SAP Self-Adhering Insta-Stik,12-inch oc -75.0
V0'. PG100 ElastoFlex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c -1575
VB•5. PG100 Elastollex SA P Self-Adhering CR-20,12-inch O.C. -270.0
V8.6. PG100 Elastoflex SA V Base,Elastotlex SA V FR Base, Self-Adhering Mlllennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade 'no.0
Elastoflex SA V Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-Inch o.c
17. The following surfacing may be applied to the Cap Piy without adverse effect on the system wind load performance.Referto current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materlals Directo forffre ratings associated with coating usage.
Option# •Surfer(• FloridaProductA roval
SURF-1. PG300 Floored Roof Coating FL10291
SURF-2- P6600Non-Fibered Muminun,Roof Coating FLIC291
SURF-3. PG650 Fibered Aluminum Roof Coating FUD291
SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291
SURF-5. PG700O.S(Quids Set)High Quality Elastomeric Roof coating FL10291
SURF-6. PG80D Asphalt Emulsion Roof Coating FL10291
SURF-7. I Pol plus 60 Premium Non-Fibered Aluminum Roof Coating FL10291
bSURF-S. Potyptus 65 Premium Fibered Aluminum Roof coating FLID291
Pol brite70PremiumGradeElastomedcRoofCoating FL10291
Pol brite 7045 QaTck Set)Premium Grade Elastemeric Roof Coating FL10291
Po Brite 71 H5 FLI0291
Potybrite 90 Ni h Solids Silicone Roof Coaling FL10291
Polybrite 95 Silicone Roof Coating FL10291
KM Acryl 1S FL27409
SURF-15. KM Acryl 15 QS FL27409
SURF-16. KM Acryl 25 F127409
SURF-17. KM Acrvl25 QS FL27409
SURF-18. KM Acryl 40 H5 FL27409
SURF-19. KMAMI 85 FL27409
SURF-20. KM PS#250 FL27409
SURF-21. KM PS#220 FL27409
M `MDA"-Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads.Referto FBC 1609 for determination of design wind loads.
NEMO ETC,LLC Evaluation Report P929D.02.00-R21 for FL1654-R23
Certificate of Authorization(#32455 6"'EDITION(2017)FDC NON-HVHZ EVALUATION Revision 21:1010812018
Prepared by.Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)283-1330 Appendix 1,Page 4 of 65
NNEMoietc.
aD s a 0 a 00 a
:e x s e :e � •••a •
Systynp Oak Base Insolation Layer ToII insulation Layer RoofCover(Note 25) MOP..
No. (Note 1) Typo Attach Type Attach Base Ply" Ply Cap Ply (PILI
Sat-AottDt4la 6a5EPty: -
_ Min.1.54nch Polytherm,ACFaam 11,Polytherm G.
W-1 Min'plywood
ACFoam Bi,ENRGY-3,Polytherm H,H-Shield,H. OBS,M-OSFA, (Optional)additionalbasiu 0050 0 or CR-, SBS-SA (OPtianat)58SSA,SBS-TA, SBSSA,APP-SA, 52S
Inch plrivaod Shield CG,Multi-Max FA3 OB500 or CR-20 layers(s)ofbase Insulation OB500 or CR-20 APP-TA SESTA,APP-TA
Min.IS-inch Polytherm,ACFoam II,Polytherm G.W-x Mch plywood
ACFoam til,ENRGY-3,Polythomr H,H•Shleid,H- Ods,M-OSFA, (Optional)additional OBS,M-OSFA, PolyBase ex SA {Optional}APpTA APP TA S25
Inch plywood Shield CG,Multi-Max FA3 08500 ar CR-20 layers{s)ofbase Insulation 08500 or CR 20 Base
a • r o• :♦ • r • :0 r r•D"Im-E
AnchorShaetTop Insulation Raof Cover(Note1S) MDP
Type Fasten Attach Type Attach Type .Attach BPly Ply Cap Pty fPsn
ASPHAtT•A7]%BIDORTORoi•APFUEpBA�FhY:; _ . - `-., .- ;' - -
98nch o.c.at min.2- (Optional)Min.1.5-inch Min.0.754nch Fesca
Inch tap and 18-inch
Min. Etastobase, Poiytherm,ACFoam 0, Board{homogeneous}or BP-AA (Optional) SBS•AA,
Shnptex MAXX ct c at two(I),
W-3 15/328nch EtastobaseP Cap equally spaced, ENRGY-3,Polytherm H, Hot asphalt min.05-tnth Stmrtodek asp or 585- BP-AA or SBS-TA, 45.0•
plywood (sanded-top} staggered center H-Shield,H-Shield CG, High Density Fiberboard AA S8S-AA APP TA
rove
Multi-Max FA3 Roof Insulation
94nch o.c.at min.2- (Optional)Min.15-inch
Inch lap and 184nch Min.0.25-Inch Dens BP-AA, (Optional) SBS-AA
Mtn. Etastobase, Polytherm,olytheACFoara R, Deck,Dens Deck Prime, Hot SBS-AA, BP-AA,SBS
Simplex MAIN o.c at two{xi,
W-0 plywoonch Elanded-te P Cap equally spaced, H-ShielENRGY-3,Polythene H, Hot asphalt SECUROCK Gypsum-Fiber asphalt 5115-TA, AA,SBS-TA. SESTA, -4S.0-
plywood {sanded-top} staggered center M.W.M. A3efdCG, Roof Board APP-TA APP-TA APP TA
rows
MuIt4az FA3
98nrh o.c.at min.2- (Optional)MIn.lSdnch Min.O.75Inch Fesco
Inch lap and wo ),inch Pohaherm,ACFoam 14 Board(homogeneous)or BP-AA (Optional) 555-AA,
Min. Elastobase, ) {
Simplex MARX equally
spoor, Hot
W-S 15/32-inch Elastabase P ENRGY-3.Pafyrherm H, Hot asphalt min.05-IncA Struttadek or 585- 8P-AA ar SOS-TA, -SZS
plywood (waded-too} Cap equally spaced, HShteld,H-Shield CG, High Density Fiberboard asphalt AA S85-AA APP-TA
staggered center Multi-Max FAR Roof Insulation
rows
9-inch o.c.at min.2-
(Optional)Min.154nch
inch lap and 12-Inch Min.O-25Bnch Dens BP-AA, (Optional) SQA
Min. Se'tobastmpiex MAXX o.c. (x),
se, Potytltarm,ACFoam u, Deck,Dens Deck Prime, Hot SBS-AA, BP-AA,SBS
at two
W-5 1S/32-inch ElastobaseP ENRGY•3,Polytherm H, Hot asphalt SBS-TA, -525
Ply—ad {sanded-top) Cap equaliyspaced, H-Shield,H-Shtetd CG, SECUROCK Gypsum-Fiber asphalt SESTA, AA,SESTA, APP-TA
staggered water Multi-Max FA3 Roof Board APP-TA APP-TA
rows
NEW ETC.LLC - Evaluation Report P9?5O.D2.08-A21 for FL165o-Tin
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVAWATiON Revision 21:10108/2018
Prepared by:Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(9S4)233.1330 Appendix 1,Page 5 of 65
ONEMOjetc.
MOM
001.4 0 0 •00
e e• � :• e 1 6 :• 1 1••0 0
7....
chwSbeet Rase insulation Top Insulation RoofCarrer(Note15) MDP
Systatn Dick. .
No. (Note 1) Fasten Attach Type Attach Type much ply ply Cap Ply
8-inch o.c.at min.4- (Optional)Min.35-Indra.,l-5/B- Min.0.754nch Fesce
Inch lap and B-inch Polytherm,ACFoam Il,
Min. Isanded-toP). Inch diameter Board(homogeneous)or BP-AA (Optional] SBS-AA•
o.c at three(3), Paiytherm G,ACFoam Ho[
WT 19/32-inch CertainTeed Un caps with Hat asphalt min.05-Inch Structodok r50S- BP-M or 585-TA, •60.0
plywood Weston%Firestone 11 ga.annular equally spaced, 111,ENRGY-3,Palytherm High Density fiberboard asphalt AA '.SAA APP-TA
MS Base,IM Perme- ring shank nods staggered center H,H-Shield,H-Shleld Rooflasulation
P1y28.Tamko Glass rows CG,Mufti-Max FA3
Base orGAFGLAS 075
Poindass G2 Base,
Elastobase, 84nch o.c.at min.4- (Optional)Min.2.SSInch
Elastobase P 32 ga.,1-5/8- inch tap and Bdnch Polytherm,ACFoam it, SP-Al), (Optional)
Min. (sandedtop), inch diameter Mimp,SEdnch Dans Deck SOS-AA,
o.c at three(3), polythsrm G,ACFoam Hot SBS-AA, BP•AA,SBS
W-8 29/32-Inch CertalnTeed Un capswith Hot asphalt Prima,SECUROCK SBS-TA, -60.0
equally spaced, H,ENRGY-3,-Shleletm asphalt SBS-TA, AA,SESTA,
plywood Giasbase,Flrestona 11 ga.annular sTaggered canter H,H-Shield,H-Shield Gypsum-Fiber Root Board APP-TA APP-TA APP-TA
MB Base,JM Pemma. ring shank nails
PIy2B,Tamko Glass rows CG,Multi-Max FA3
Brise arGAFGUIS 075
324nch or at min. (optional)Min.2-54ach Min,0.75-Inch Fesco
44nch lap and 12-
Min. fles4obase, Polytherm,ACFoam 1!, Board(homogeneous)w Hot BP-AA (Optional) SBS-AA,
W-9 19/32dnch £lastobaseP Simplex MAKX inch a.a at two(2), ENRGY-3,Polytherm H, Hot asphalt min,0.54nch Structodek or SBS. BP-AA or SESTA, •60.0
plywood (sanded-rop) Cap Fasteners equally spaced, H-Shield,H.Shield CG, High Density Fiberboard asphalt AA SBS-AA APP-TA
staggered center Multi-Max FA3 Roof insulation
rows
12-inch o.c.at min
(Optional)Min.15-InN
4-inch lap and 12- Min,.mince Dens BP-AA, (Optional)
Min. Elastobase, Palytherm,ACFoam H SBSAA,
Simplsx MAXIC inch oc,at two(2), Deck,Dens Deck Prime, Hot SBS-AA, 8F-AA,SBS-
SBS-TA, -60.0
W-10 19/32dnch Elastobasep ENRGY-3,Polytherm H, Hot asphalt
plywood (sanded-top) Cap Fasteners stagger spaced, H-Shield,H-Shleld CG, RoofSECBo CK Gypsum-Fibw asphalt SESTA, AA,SB"rTA, APP-TA
staggered center Multi-Max FAA Roof Board APP-TA APP-TA
rotes
8-Inde o.a at min.d-
32ga.,1-5j8• (Optional)Min.15-Inch
Inch lap and 84nch A, (Optional)
Min. flastobase, inch diameter Polytherm,ACFoam 4 Min.0.25-Inch SBS_
sh IIens Deck SSSAA,
ocat four(4) Nal SRSAA, BRAA,SBS
W22 15/32-inch £lastobaseP Un ceps with .. , GY-3,ENRPotytherm H, Not asphalt Prime,SECUROCK SESTA, -675
asphalt SBS-TA, AA,SESTA,
plywood (sanded-top) rings.annular squally spaced, H-Shstaggered center Multi-Max
H-Shield CG. Gypsum-Fiber Roof Board APP-TA APP-TA shank nags rows
Multulti-Max FA3
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for 111654.1123
Certificate of Authorization#32455 6-EDITION(2017)FBC NON.HVH2 EVALUATION Revision 21:10/08/2018
Prepared by.Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 6 of 65
DEMO etc.
DDa B 0 ° ••B •
System71iNatal)
Anchor5heet Base Insulation Top Insulation Roof Cover IS)
MOP
No. Type Fasten Attach Type Affich Type Attach P� PFy Cap Ply IPs�9-inch o.c at min.4Inch lap and9-inch (Optional)Min.15-Inch Polytherm,ACFoam II, Min.0.2Sinch Dens Deck BP-AA, (Optional) ..W-12 Po lass G2 Base Simplex MARX o.c at four(4), Hot 585-AA, BP-AA,SBSh'g ENRGY-3,Polytherm H, Hot asphalt Prime,SECUROCK SBSTA, -825 Cap equally spaced, H-Shield,H-Shield CG, G asphalt SSS-TA, AA,SESTA,
staggered center YPwm-liber Roof Board APP-TA APP-TA APP-TA
rows Multi-Mu FA3
Polyglass G2 Base, 32 ga.,1-5/8- 6-inch o.c.at min.4- (Optlon.l)Min.154nch BP-AA. (O tion
Mfn. Inch diameter inch lap and 6-Inch Polytherm,ACFoam II, Min.025-inch Dens Deck p
Elastobase, Hot SBSAA, BP-AA,SBS S��'
W-13 15/3-inch tin caps with o.e at five(5)equally ENRGY-3,Polytherm H, Not SBS-TX -90.0
(landed-teP Vel asphalt GypsumElber Roof
asphalt 585-7p, AA,SBSTA,
PI O°d (sanded-top) ri ga.anular spaced,staggered Multi-Max
H-Shfeld CG, Gypsum•Fier RooFBoard APP TA APP TA APP-TA
deg shank nails center rows MuIU-Max FA3
6-inch o.c.at min.2- (Optional)Min.15-Inch
Min. Elstobase, Inch lap and 64nch BP-A!` (Optic..[)
Simplex MAIN o.c at two(2), ENRGPolyterm,ACFoam 11, Min.0.25-inch Dens Deck 5B5-AA,
W-14 plywood
Inch Elanded-te P ENRGY-3,Polythene H, Hot asphalt Prime,SECUROCK Hat 585-AA, RP-AA,SB SBS SBS-TA, -90.0
Cap equally spared, as SESTA, AA,SESTA,
plywood (sanded-top) staggered center H-Shield,H•Shield CG, Gypsum-Fiber Roof Board APP TA APP TA APP-TA
rows
Multi-Max FA3
at min
6-inch o.c. .4
32 ga.,i-5/8- Min.24nch Polytherm, 0.15,OB500,
Inch lap and 6-inch Min.0.25-Inch Dens 0.15, BP-AA,
Min. Elastobase, inch diameter ACFDam 11,111, CR-20 or M- (Optional)
o.e at four(4), Deck,Dens Deck Prime or OBSOD, 5 SBS-TA,W-15 Plywo inch ElstobaseP do caps with Polytherm H,H-Shield, OSFk atop BS-AA, BP-AA,SBS
I od equa0y spaced, Shield CG,M.W.M. fastener rows, SECUROCK w A, AA,SBS-TA, APP-TA X0.0•
p ywo (sanded-top) uga.annular H- Gyp m-Fiber CR-20or SBS-TA.
ringshank nai s staggered center Roof Board M-OSFA APP TA APP-TA
rows FA3 or ENRGY-3 7-inch o.c
SOFAORDaN4 RASEPLI:
- 9-Inch c.c.at min.2- (Optional)Min.L54nch Min.0.75-inch Dens 59S-SA,
MIn. Elartobase, inch lap and Minch Polytherm,ACFoam 11,
Simplex MAXX Deck,Dens Deck Prim (Optional) APP-SA,
W-36 plywood Eianded-te P o.c,at two,equally EN Meld, -Shield
, Hot asphalt SECUROCK Gypsum-Fiber asphalt SBS-5A SBS-SA,SBS SBS-TA, -45.0•
plywood (sanded-top) Cap spaced,staggered H-Shield,H-Shield CG,
center rows Multi-Max FA3
Roof Board TA'APP-TA APP-TA
9-inch o.c at Mtn.2- (Optional)Min.15-inch 0.25-inch Dens
Min. Elastobase, Inch lap and 16-inch Polytherm,ACFoam II, Min.Min.Des Deck Prime, Hot Polyflex (Option.[)
W-17 15/32-Inch Elastobase P Simplex MAXX Inch
at two,equally ENRGY-3,Polythene H, Hot asphalt
PTA -05.0•
andSECUROCK Gypwm-Fber asphalt SA Base APP-TA
plywood (sed-top) Cap spaced,staggered H-Shield,H-shield CG, Roof Board
center rows Multi-Max FA3
9-Inch o.c at min.2- (Optional)Min.15-Inch
Min. Elastobase, inch la and 12-inch Polytherm, Min.0.75-Inch Dens SBS-SA,
Simplex MAXX P ytherm,ACFoam II, Deck,Derr Deck Prime, Hot (Optional) APP
W-18 ]5/32-Inch DastobaseP o.eattwo,equally ENRGY3,Polytherm H, Hot asphalt SBSSA SBSSA,SBS -525
plywood (sanded-tap)
Cap spaced,staggered H-Shield,H-Shield CG, SECUROCK Gypwm-Fiber asphalt TA,APP- SBSTA,
center rows Multi-Max FAB Roof Board APP-TA
NEMO ETC,LLC Evaluation Report P923D.D2tYd-R21 for FLI554•R23
Certificate of Authoritstion#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modred Bitumen Roof Systems)(954)233.1330 Appendix 1,Page 7 of 65
SNEMOjetc.
eoa c a- a •00 lie
Atichor5heet aminsulatfon Topittstwon Reaf Cover
System_ Deck {Noffi15) MDP
B
No. (Note 1) Type Fasten Attach Type Attach Type Attach Ply ply Gap PN ( }
94nch o.e at min.2- (Optional)Min.15-inch Min.M254nch Dens
Min, Eteenobase, Simpinch lap and 12-inch Polytherm,ACFoam it, Deck,Dens Deck Prime, Hot Polyff" (Optional)
App TA -525
W-19 15/15/32-Inch tlastobase P lex MARX 0.c.at two,equally ENRGY-3,Polytherm H, Hat asphalt SECUROCK Gypsum-Phar asphalt SA Base APP-TA
plywood (sanded-tap) Cap spaced,staggered WShield,H-Shield CG, Roof Board
center rows Muitl-Max FAR
Polygfass 62 Base,
Elastobase, H-inch o.c.at min.4- (Optional)Min.15-inch
Elastabase P 32 so.,1-5/8- Inch lap and&Inch Polytherm,ACFoam 11. Min,0.25-inch Dens SHS-SA
Min. (sanded-top), inch diameter (Optioned}
ocaCthree(3), Polytherm G.A[Foam Deck.Dens Deck Pdme. Not APP-Sq,
W-20 19A24nch CertalnTeed tin caps with Hot asphaft 585-SA 585-SA,SBS- -60.0
requally spaced, iii,ENRGY-3,Polythettn SfCURDCK Gypsum-Phar aasphaltSBS-TA,p1wreod Glasbase,Firestone 21 ga.annular TA,APP-TA
MB Base,1M Perma- ring shank nails staggered center H,H-Sbleld,H-Shield Roof Board APP TA
Pty 28,Tamko Glass roue Cr.,Multi-Max FA3
Base or GAFG}AS 075
Potyglass G2 Rase,
Elastobwe, 84nch ox-at min.4- (Optional)Min.154nch
ElastobaseP 32 ga.,1-S/8- Inch lap and Vieth Poiytherm,ACF°am% Min.0.25-inch Dens
Min. (sanded-top), inch diameterPolytherm G,ACFoam Deck,Dens Deck Prime, Hot PolyRex (Optional)
W-21 19/324nch CertalnTeed tin cap$Mitt eq oa0y spacedpacedatts ),, III,FNRGY-3,Polythetm SECUROCK Gypsum-Rhos asphalt SR Base APP TA Hot asphalt APP-TA .60.0
plyswod GItW,e.Firestone 11 ga.annular
MB BasaJM Penna ring shank nails are center H,H-Shield,H-Shield Roof Board
Pty28,Tamko Glass sorts CG.Multi-Max FA3
Base or GAFGIAS 075
12-inch a.c at min. (Optional)Min.I544ch
flinch lap and 12- 25-Inch Dens SBS-SA,
Min. Elastobase, Polytherm,ACFown 1}, (Optional)
Simplex MA)tX Inds oc at two(2), Oedr,Dens Deck Prime, Not APP-SA,
W22 19/32-inch Elastobase P ENRGY-3,Polythene H, Hat asphalt SBS-SA TA.AP,SBS. -60.0
Plywood (sanded-top) Cap Fasteners equally spaced, H-Shleld,H-Shield CG, RoofSECBOCK Gypsum-Fiber asphalt 585-TA,
staggered tamer Root Board 7A,APP-TA APP-TA
Multi-Max FAR
torus
12-inch o.c at min. (Optional)Min.1540Th
flinch lap and 12- Min,0.25•}nch Dens
Min. Flastobase, Simplest MARX inch o.c at two(2), P°ht her.,ACFeam B, Deck,Dern Deck Prime, Hot Polyllex (Optional) APP-TA
W-23 19/324nch ElastobaseP Cap Fasteners equally spaced, ENRGV.3,Polytherm H. Hot asphalt SECUROCKGypsum-fiber asphalt SA Base APP-TA -60.0
ph7rtood banded-top} staggered center H-Shield,H-Shield CG, hoot Hoard
rows
Multi-Max FA3
8-inch o.c at min.4.32 ga.,1.5/B- (Optional)Min.35dnch
PotyRlass Cs2 Base, inch lap and&inch Polytherm,ACFoam 11, Min.0.25-inch Dens Deck
Min. inch diameter Poi Hat Potyiiex (Optional)
flanobase, o.e atfour(4), }
W-24 15/32-Inch do caps with ENRGV-3,Polytherm H, Hot asphalt Prime,SECUROCK APP TA -675
asphalt $A Baso APP-TA
plyod Elastobase P 12 ga.annular equally spaced, H-Shield,H-Sh}eid CG, Gypsum-Fiber Roof Board
plywood
(sanded-top) dngshankna3s staggered center Multi-Max FA3
NEMO ETC,LLC Evaluation Report P9290.02.08-11121 forf11c54•1123
Certificate of Authorization#32455 611 EDITION(2017)FRC NON-HVHZ EVALUATION Revision 22:10/08/2018
Prepared by:Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)Z33-1330 Appendix 1,Page 8 of 65
I�
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S-NEMp' letc.
oars e • ••t �o
t t• :e a s o :r s r•tt e
Anchor5heet Base insulation Top insulation RoofCaver(NotelIS) MDP
system DeckNo. (Hotel) Type Fasten Attach Type Attach 'Type Attach 9Palsyn Ply I Cap Ply (psf)
9-Indio.and c.at min.4- (Optio
Inch lap nal)Min.25•tnch
9-Inch
Min, Palytherm,ACFoam 11, Min.0.25-inch Dens Deck
W25 15/32-inch Polygiass G2 Base Simplex MARX mc.at fopared ENRGY-3,Polythenn H, Hotasphalt Prime,SECUROCK Hot PolBflaxase (optionAPP-TA APP-TA APPTA -825
Cap equally spared, asphalt SA Base APP TA
plywood staggered center H-Shield,HShietd CG, Gypsum-Fiber Roof Board
rows MuRI-M-FA3
Polyglass G2 Bare, 32 ga„1-5/8- 6dnfi o c at min.4• (Optional}Min.25dnch
Min. Inch diameter inch tap and Wnch Polytherm,ACfaam il, Min.0.254nch Dens Deck Not PolyRex (Optional)
Elastobase,
W-26 15/32•inch ETasMbasa P On raps with of at fire(5)equally ENRGY-3,Polythene H, Hot asphalt Prime,SECUROCK asphalt 50.8ase RPP_TA APP TA -90.0
plywood (sanded-to, 12 ga.annular spaced,staggered H-Shield,H-Shield CG, Gypsum-Fiber Roof Board
ring shank nags center rows Multi-Max FA3
6-Inch o.c.at min.2- (Optional)Min.15-Inch
Inch lap and 64.ch
Min. Etastobase, Polytherm,ACFoam It, Min.0.25•Inch Dens Dads Hot Polytlex (Optional)
Simplex MARX o.c.at two(2),
W-27 15/32•Inch Elastobazp P ENRGY-3,Polytherm H, Hot asphalt Prime,SECUROCK APP-TA -90.0
plywood (sanded-top) Cap equally spaced, H-Shield,H-Shield CG, Gypsum-Flber Root Board asphalt SA Base APP SA
staggered center Multi-Max FA3
roves
64ndt o.c at min.4.32 ga.,l-5/& Min.2-Inch Polytharm, D-I5,OBSOp,
inch by and 6-inch D•I5, SBS-SA,
Min. Eiastobase, Inch diameter ACFoam ,III, CR-20 or M- (Oonall -fi0.0•
APP-SA,
W28 19/32•Inch ElastobazeP tin ops with o.c at four(4), R
pplytperm H,N-Shield, OSFA,atop (Optional)Additional 08500, 585-SA do585.5A,SBS-
equally spaced, layers of base Insulation CR-20 or SBS-TA,
plywood (sanded-top) 12 ga.annular staggered center H-Shield CG,Multi-Mea fastener tows, M•OSFA 7A,APP TA APP TA
ring shank nailstows FA3 or ENRGY-3 7-Inch o.c.
64nch a. at min.4.
32 ga.,1-5/B• i
Inch lap and 6•nch Min.24nch Polytherm, D-15,00500,
Min. Etastobase, inch diameter ACFoam ti,III, LB-20 or M-
W-29 19/324nch Elastobase P On caps with D.C.at four(4). Palytherm H,H-5hleld, OSFA,atop (Optional)of l Additional CR-2OBS0, SA Base APP-TA(OptionApp TA 60 0,
plywood (sanded-top) 22 ga.annular equally spaced, N-Shield CG,Multi-Max fastener rows, layers of base Insulation CR-20ar SA Base APP T0.
ring shank nags
staggered center FA3 or ENRGY-3 7-Inch o.G M•OSFA
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FU5541123
Certificate ofAuthorization 032455 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nleminen,PE-59166 PolyBlass Modified Bitumen Roof Systems•,(954)233-1330 Appendix 1,Page 9 of 65
I
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SMEMOletc.
System Deck AnchorSheet Base insulatilm Top tnsuladonRoofCovet{Nate 35} MDF
No. (Notal) Type. Fasten Attach Time Attach TYPe Attach BasePty Pty Gap Ply (Psi)
-
Dekfast Hex(aka,Deldast
PLT-H-2-7/8)with Oekhst 10-Inch o.c.at min.
Po{ygiass G2 (Optional)Min.IS-inch Min.0.25-inch Dere BP-A0. (Optional)
Min.15132- Base, Plat OMG O Round Metal Inch a lap and 10. Patytherm ACFoam 1L Deck,Dens Deck SBSAA-
Ptatewith OMG HD,OMG inch o.c at three(3). Hot Not SBS-AA, BP-AA,SBS
W-30 inch Elastohase, ENRGY-3,Palyt-16 H, Prime, -Aber CK SESTA, -525
is,
EtastobasaP Rat Bottom Plate{Acmtrac) equally spaced, H-Shield,H-Shktd CG, as Gypsum-Aber Roof asphalt SESTA, AA,-TA APP-TA
(sanded-top) with Roofgrip#1A orTrufast staggered teener MultWax FA3 Board APP-TA APP-TA
3"Metal Insulation Plate rows
withlrnftst HD.
124nch o.Q at min. (OPtianalj Min.SS-fich Min.0.7Sinch Fesco
4-inch top and 12- Board(homogeneate)
Min.19/32- Elastobase, Polytherm,ACFoam Il, (Optional) SBSAA,
W-32 itrch Efartabase P ENRGY-3,Potytherm H.
OMG Flat Bottom Plates Inch o.c.at two(2), Not ormin.0.54nrh Not BP.AAor BP-AA or SBS-TA, -60.0
plywood (sanded-top) (square)with Roofgrip 012 equally spaced, H-Shield,H-Shield CG, asphalt SeelStrucy Fib High asphalt S135-AA SBS-AA APD TA
staggered center Multi-Max FA3 Density Fiberboard
rows I Roof Insulation
124nch mc.at In. (Optional)Min.1S-loch Min.0.25-Snot Dens
44ncn lap and 12- BP•A0. (OpOonaij
Min.19/32- Elastobase, PoNtherm,ACFoam Il, Deck,Dens Deck
SBSAA,
OMG Rat Bottom Plates inchil atced,{2), Hat Hot SBS-AA, ep-A0.SBS
W32 inch (sanded-top)
(square)with Roofgrip ftl2 equally spaced, ENRGY-3,PoSytherm H. Pdme,SECURdCK SESTA•
Plywood (sanded•tap) H-Shield,H-Shield CG, asphalt Gypsum-Fiber Roof asphalt APPA APP TEAS-TA' APP-TA
staggered cooter MultWax FA3 Board
rows
DeVast Hex(aka,Dekfast
PIT-H-2-7/8)with Dekfast 94ach o.c.at min.4
Polyglass G2 (Optional)Min.IS-Inch Min.0.254nch pens BP-AA {Optiottalj
#14,OMG3"Round Metal inch lap and 9-inch StiSAA,
Mtn.15/32- Gaze, Potytherm,ACFoam t1`, DaDens Deck
Plate with OMG HD,OMG o.c.at four(4). Hot rk, Hot SBS-AA, BP-AA,SBS-
W-33 inch Elastabase, ENRGY-3,Polytherm H, Prime,SECUROCK -82.5
plywood ElastobawP Flat Bottom Plata(Amstraej equally:paced, H-Shistd,H-ShIdd CG, asphaltt Gypsum-Rber Roof asphalt SRSTA, AA,SBS-TA, APP-TA APPTA
(sanded-top) With Roofgtip#14 or Trofast staggered center Multi-Max FA3 Board APP-TA APP-TA
3'Metal insulation Plate rows
with West RD.
SRFAOtIEto#d Base PIX.,.
Dekfast Hex(aka,DekFast
Polygias 62 PLT-H-2-7/8)with Dekfast leinct o.c.at min. (Opthmatl Min.IS-Inch Men.0254nch Dens
#14,OMG 3'Round Metal flinch lap and 10•
Min.15/32- Baso, ENRG erm,ACFoam ll, DeckPrime,ens Deck
W-34 inch � Elastobase, flats with OMG H0,OMG inch o.e at three(3b Hot Not Poly[!ex SA (Optional)
Flat Bottom Plate(A=tmc) equally-paced, ENRGY-3,-ShleldC , Pdme,SECUROo APP-TA -525
Plywood Elartabasa P H-Shield,H-Shield CG, asphalt Gypsum-liber Raaf asphalt Base APP-TA
(sanded-top) with Raofgtip#14 orTrufast staggered center M.RW-FA3 Board
3'Metal insulation Plate rows
with Trufast H0.
NETAO ETC,LLC Evaluation Report P9290.02011-1121 for 1`11654-R23
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/0812018
Prepared by:Robert Nieminen,PE-59166 Polygias Modified Bitumen Roof Svatemr(954)233-1330 Appendix 1,Page 10 of 65
i
NEmo l etc.
••P P f4 • a •i0 -
• e a e• :c P • o :• P P •oo
system Dedc Anchbriheet - aria insulation Top insulation ReatCovet(Note26) MDP
No. (Noma) Type Fasten Attach Type Attach Type Attach Basaply Ply CAP Ply (Ps!)
12-inch o.c.at min. (Optlonal)Min.15-inch Min.0.254nch Dens
4-Inch lap and 12- SBS•SA,
Min. Elastobase, Polytherm,ACFoam II, Deck,Dens Deck (Optional}
OMG Fiat Bottom Plates inch o.c at two(2), Nat Hot APP-SA,
W-35 Inch Elastobase P ENRGY-3,Polytherm H, Prime,SECUROCIC SBS-SA 5&tSA„585- -60.0
plywood (sanded-top) (square)with Roofgrip#12 equally spaced, t}_ey�d,H•Sfi3eld CG, �phalt G �Nf asphalt TA,APP TA SBS-TA,
staggered canter Multi-Max FA3 Board APP TA
rows
12-Inch o.c.at min.
4-Inch lap and l2- (0pVonaQ Min.15-inch Min.025-Inch pens
Min,19132- Elastnbase, Polytherm,ACFaam U, Geek,Dens Deck
OMG Fiat Bottom Plates inch oc at two(2), Hot Hat Polyllex SA (Optional)W-36 Inch Elastobase P ENRGY-3,Polytherm H, Prime,SECUROCX APP TA -60.0
ptywaod {sanded-top) (square)wlth RooFgrip#12 equally spaced, H-5tdetd,ti-Shield W, asphalt sum-Fiber Roof asphalt Base APP-TA
staggered center Maft6Max FA3 Board
rows
Dekfest Hex(aka,DeWast
PLT-H-2-7/8)with Dekfast 9-Inch o.c at Min.4
Potygiass G2 (0pVona¢Min.1.5-inch MSn.0.75-(nett Dans
#14,OMG 3'Round Metal inch lap and 94ncfi
Min.]5/32- Base, Palythernl,ACFoem 11, Deck,Dens Deck
Plate with OMG HD,OMG o.c at four(4), Hot Not PolyRes SA (Optional)
W-37 loth Elastobase, ENRGY-3,-ShIalectn, Prime,SECUROo APP 7A -825
plywood Elastpbase P Flat Bottom plate(Atotttac) equally spaced, 11-Shield,H•Shield CG, asphalt Gypsum-Nber Roof asphalt Base APP-TA
(sanded-top) with Roofgrip#14 or Tnrfast staggered center Multi-Max FA3 Board
3'Metal Insulation Plate rows
with Trufast HD.
NEMO ETC,LLC Evaluatlon Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 6"EDITION(2017)FSC NONdiVHZ EVALUATION Revision 21:10/0812018
Prepared by:Robert Nleminen,PE-59166 Polyglass Modified Bitumen Root Systertts;(954)233-1330 Appendix 1,Page 11 of 65
ONEM* Jetc.
system Base Insulation layer Toptas"on Layer Rauf Cover(Note'15) MDp
No. Deck(Note 1) TypeT Fasten Attach Type Attach 6w;i0y ply _ Capo) {4
A%XaITAPPttmanT&Wi- SutoBasEPLr.,..: .. - -
Dekfast Hex(aka,DekFast PLT-H•2- Min.0.75dnch Fesm Board
MIn,15-lnch ENAGY (Optional it (Optional Husing AA SBrrAA,.
Min.plywood
7Met with Insulation
ilat or Trufastst 7Per (homogeneous)or min.05-Loch Hot
W38 3,HShi¢Id or using AA ply) Baca)BP-AA,SBSAA, 585-TA, -80.0
Inch plywood Polytherm Metal Insulation plate
with Trufast 133 ft= Structodek High Density Fiberboard asphalt BP-AA SBS•AA 5B5-TAerAPP TA APP-TA
Dp Roof lmulation
Min.24nch Polytherm, Dekrast 814 with Dekfast Hex(aka,
ACFoam e,ENRGY-3, Dekfast PLT-H-2-7/8),OMS 814 HD SBS-AA,
Min.15/32- 1per1 Min.0.2sdnch pens pack Prime or Not 5B5•AA,SBS (Optional)SBSAA,
W38 inch plywood InulatGuardion,H Polyiso with OMG 3"Galvwith lume Trula5teel Plates ft- SECUROCK Gypsum fiber Root Board asphalt TA,APP-TA SBS-TA,APP-TA SESTA, -75.0
lnsutation,H-Shieldar or7mfastfiDwithTrufast3•trrzh ApPTA
Mulfl-Max FA3 insulation Plates
;$etsAiritBiitiaBaszPcr. ..:- '" �• - - _
Min.2-Inch Polytherm, Dekfast 814 With Dekfast Hex(aka,
ACFoam R,ENRGY-3, DekFast PET-H-2-7/8),OMS 814 HD
Min.]5/32- 7 per 1 Min.0.75-inch Dens Deckibex Prime or Hot Base x SA
W40 inch ptywood EnergyGuard Polyfso with OMG 3'writh omesteel Plates ft: SKUItOCK C,ypsvm Fiber Roof Board asphalt Rasa lQpibna�APP-TA APP TA -75-Q
hmsutadon H•Sfdeld or orTrurast HO with7tufast 3-inch
Multi-Max FA3 Insulation Plates
system Deck(Note 1) Base lnsulatfun Layer Topmsutatioalayer Roofeover(Note35) NIDA
No. .Type Fasten Atrads - Zan Ply Ply Cap Ply we'
..AS UT—A-APPI=onTonas-Amo BASBPLyt..
Dakfast Hex(aka,Dekfast PLT-H-2-718)with Dekfast
(Optional)One or more AA,SBA.S-TA,
AA,SB(OptionS-AA.Mtn-plywood
"wen,anymubinaUort, SECU82CK Gy Dens Deck Prime or 814, Flat oRound Metal Platewithh Rotgri iPer 2ft¢ AA,SESTA, AA,585-AA SBS S��'TA -30A
moth plywood loose laid SECUROCKGypsvm•Rtrer Root Board OMG Flat Bottom PInte(Aion Plat with iTrufasp 814 APP-TA TA,APP-TA TA,APP TA
or Trufast 3'Metal Insulation Plate with Trufast H0.
Dekfast 814 with Dekfast Hex(aka,Dekfest PLT-14-2.
(OpuonaUone ormore AA,icurs"SBS-T SBS.
W-02 MN.15/32- layers,anymmbinattotp Min.0.75-mch Dens Deck Prime or 718),OMG 814 ND with OMG 3'Gafvatume Steel 2per 1.78 SOS-AA,SBS A�SBi•7q.APP- SRS-AA,58S ' �0
Wit plywood lance laid SECUROCKGypzum-Fiber Roaffloard Plates or7rufast HD withTrufast 3-Inch insulation ftt TA,APP-TA TA TA.APP-TA
Plates
pekfast 814 With Dektast Hex(aka,Dekfast PLT H-2-
(airem(Optional)One or more AA.SRS-TA.
SBS-
W-03
Min.15132- Layers,any combination, Min.0.25•Ench Dens Deck Prime ar 7/B),OMG 814 HD with OMG 3'Galvatume5teet ipecl Ra SBSAA,SBS AA.SBS,7A,APR- S��'� -75A
Inch plywood loose laid SECURDCK Gypsum-liber Roof Board Plates or7rufast HD with Trufast 34nch Insulation TA,APP-TA TA TA,APP-TA
Plates
NEMO ETC,UC Evaluation Report P9290-02.08-R21 forT11654-R23
Certificate of Ahnhodzation 832455 e'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/09/2018
Prepared by:Robert Nfeminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 12 of 65
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MEMO j etc"
System. Dern(Note i) Base lnsutation Ryer Tap Insulation layer Rob}Cotrer(Not77..
No. Type, Fasten Attach f�Base Ply Pty
Min.0.5-Inch SWctodek High Density O clonal if
( p (Optional if usi
Min.19/32- (Optional)One or mono Flberboard Roof Insulation armin. Oekfast Hex(aka,Dekfast PLT-H-2 7/Bj tNth Dekfast 1 per 1.33 using AA PfyJ AA Base)BRAAW-04 layers,any combination, 0.25-Inch Dens Deck,Dens Deck Prime
Inch plywood loose laid or SECUROCK Gypsum-Flber Roof 012 DP h'- BP AA,SBS at APPSBS-AA-TA
Board
Board or APP-TA
Sstr-Aof�aOAgPlr - -
- Dekfast 014 with Deklast Hex(aka,Dekfast PLT-H•2-
(Optional)One or more I (Optional)SBS SBS-SA,APP-
re Min.MIn.35-Inch Polytherm,ACFoam 14 7/8),OMG 1114 HD with OMG 3'GaWalume5teel 1 per 2.67
W-05 inch plywood layers,any combination, H-Shleid or Paiytherm Plates or Trufast HD with Trufast 3-Inch Insulation SBSSA SA,SESTA,APP- SA,SESTA, -30.0
loose laid Plates TA APP-TA
(Optional)One onmore Dekfast 014 with Dethst Hex(aka,Dekfast PLT-H-2-
Min.15/32- Min.1.54 Polytherm,ACFoam ll, 7/8),OMG 814 HD with OMG 3'Gahralume Steel Sper 2.67 Pblyflex SA (Optional)APP-
W-06 inch plywood layers,any mmhination, H-Shleld or Potytherrn Plates or Trufast HD with Trufast 3-inch Insulation it, Bjse TA A44 TA 30.0
loose laid Plates
Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast i
Min.35/32- (Optional)One armore Min.0.25-inch Dens Deck Prime or 014,OMG 3'Round Metal Plate with OMG HD, I (Optional)SBS SBS-SA,APP-
W-07 inch plywood la Vets,any combination, SECUROCK Gypsum-Fiber Roof Board OMG Flat Bottom Plate(A=trac)with Roofgrip 014 1 Par'hr SOS-SA SA,SBS-TA,APP- SA,SBS-TA, -30.0
Loose laidI TA APP-TAor Trufast 3"Metal Insulation Plate with Trufast NO.
(Optional)One bi more
Dekfast Hex(aka,Oek(ast PLT-H-2-7/8)with Dekfast
Min. (Optional) Min.0.25-Inch Dens Deck Prime or 014,OMG 3"Round Metal Mate with OMG HD, P tyflex SA (Optional)APP-
W48 Inch plywood loose laidayer,any cacombination, SECUROCK Gypsum-Fiber Roof Board OMG Fiat Bottom Plate(Accutrec)with Roofgrip 014 1 per 2 h= i se TA APP-TA -30.0
APP-
:
or Trufast 3"Metal Insulation Plate with Trufast NO.
Polygrlp 014 with Polygrip Hex Mate or Dekfast 014
with Dekfast Hex(aka,Dekfast PLT-H-2-7/8j or
(Optional for rammer)
M 32- One or more layers,any Min.0.25-in ch SECUROCK Gypsrm- Dekfast Gaivalume Steel3'Round(aka,DekfastPLT-
ply c
_ W-09 Fiber Roof Board optionally primed R-3)or OMG 014 Roofgrip with OMG3 in.Round 1 per 2(t[ 5�5•SA None SBS-SA -45.0
inch plywood combination,min-1-
inch,loose laid with POLVBRRE 74S Metal Plate,OMG 3 in.Ribbed Galvalume Plate
(Flat)or Accu[rac Flat Bottom Plate or7sufast 014
HD Fasteners with Trufast 3"Metal Insulation Plate i
(Optional for recover) Polygrip 014 with Polygrip Hex Plate or Dekfasl014
Min.15/32- One or more layers,any Min.025-Inch Dens Deck Prime ��Deklast Hex(aka,Dekfast PLT-H-2-7/8)or OMG i
W-50- inch plywood combination.min.I- Min..option015-ly Inch
Dereed h Deck
Prim fTE 745 014 Roofgrip with OMG 31n.Round Metal Mate or S per 2 ft3 SBSSA None SBSSA -05-0
inch,looselald Aautrac Flat Bottom Plate mTrutasttil4 HD 4
Fasteners with Trufast 3'Metal Insulation Plate
Polygrip 014 with Polygrip Hex Plate or Dekfast DF
(Optional for recover) + (Optional when
Min.0.2S4nch SECUROCK Gypsum- 014 with Dekfast Hex(aka,Dekfast PIT-H-2-7/8J or SBS-SAAPP-
One One or more sayers,any aper Y78 1 usingtorch-
W-51 Fiber Roof Board optionally primed OMG 014 RooFgrip whir OMG 31n.Round Metal r ASS-SA SA,SBSTA or -45.0
Inch plywood ,combination,.— min.l- h applied Cap Pty)
with POLYBflfTE 745 Plate or Acmtac Flat Bottom Plate or Trufast 014 APP-TA
Inch,loose laid SBS -TA
HD Fasteners with Tntfast 3"Metal insulation Plate ! ,
NEIA0 ETC,LLC Evaluation Report P9290.0208-R21 for FL1654-R23
Certificate ofAuthorization 032455 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nfeminen,PE-59166 Potyglass Modified Bitumen RoofSystemx(954)233-1330 Appendur 1,Page 13 of 65
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ease e o ••o • e
_ •1 s e :e a e-••• e
S NDeck(Nate 1) BinsulatiTap Insulation Layer
No. ase on Layer _ RoolCover(Note15). MDP
No. Type Fasten Attach Bate Ply Ply Cap Ply (Psi)
(Optional for
relay layers,
OMG 9114 Rool ti with OMG Sin.Round Metal (Optionalwhen
---
W-S2 Min-plywood
One ormore layers,any ch Vp i Dens Deck Prime 8 p SSS -
1 per 1.78 999 using torch'
Inrhplywood combination,min.1- up Metal
with POLYBRfiE745 Plate or Trufast#14 ND Fasteners with Trufast 3" fC S�SSA applied Cap Ply) SA,SBS-TA or -45,0
inch,Inose laid Metal Insulation Plate APP-TA
SBS-TA,APP TA
(Optional)One or more Dekfast#14 with Dekfast Hex(aka,Dekfast PLT-H-2-
layers, Min.0-25-Inch Dens Deck Prime or 7/8),OMG 914 HD with OMG 3'Galvalume Steel 1 per L78 Polyffex SA (Optional)APP-
inch plV%mod layers,anycombination, SECUROCK Gypsumfber Roof Board Plates or Trufast HD with Trufast 3-inch insulation fP Bise TA APP-TA -45.0
loose laid
Plates
(Optional)One or more Min.0.25-Inch Dens Deck Prime, Dekfast 814 with Dekfast Hex(aka,Dekfast PLT-t42-
W-54 MIR.35/32- layers,any combination, OIXcell FA Glass Mat Roof Board or 718)•OMG 014 HD with OMG 3'Galvalume Steel (Optional)SBS
inch plywood lates or Trufast ND with Trufast 3-inch Insulation 1perlit= 5-5-SA SBS -TA •6D.0
loose laid SECUROCK Gypsum-Fiber Roof Board P
Plates
Min.15-Inch ACFoam ll,ACFoam III,
EnergyGuard Polyiso Insulation,
Min.19/32- (Optional)One or more Trufast Versa Fasteners(min.it'penetration)& (Optionag SBS SBS5A,APP-
Inch APA layers,a combination, ENRGY 3,ENRGY3 CGF,H-Shield,H. 1 per 133
Y nY Plater 2 screws per plate Installed 180'into the SL SA,SESTA,APP- SA,SESTA, .67.s-
W-55 OSB loose laid Shield CG,or ltmGt,Multi-Max FA3, holes of the plate• ft2I TA APP TA
W-55 Polytherm or Ultra-Mas optionally
primed with POLYBRITE 745
Note: •Forre-roof orrecover construction,field withdrawal resistance testing(Note 11)shop yield minimum 1801bf.Additional Versa-Fast I asteners within each Versa-Fast Plate may be utilized to
produce minimum withdrmval resistance
Min.1-,finch ACFoam 11,ACFoam 111, Dekfast Hex(aka,Dekfaat PLT-H-2-7/8)or Dekfast
(Optional)Oneormore EnergyGuard Poryiso fnsulatfon, Galvalume Steel 3'Round Insulation Plate fake, (Optional)SBS SBS-SA,APP-
Mch plywoo2.d
ENRGY 3,ENRGY 3 CGF,H-Shield,H- Dekfast PLT-R-3)with Dekfast 032,OMG 3 in. 1 per 133 5�SSA l.0 5&S-TA.APP- SA,SBS-TA, -67.5•
W-56 Inch plyvrood layers,any combination. Shield CG,ISO 95+GL.Multi-Max FA3, Galvalume Plate(non-ribbed)or OMG AccuTrac ft=
loose laid Polytherm or Ultra-Max optionally Plate with#12 Roofgrip or TruFast 3'Metal TA APP-TA
primed with POLY8RrTE 745 Insulation Plate with Trufast DP
1�
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MEMO ETC,LLC Evaluation Report P9290.02.08-RZ1 for F1.7654-1123
Certificate of Authorization#32455 6n'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polygiass Modified Bitumen Roof Systemfi(954)233-1330 i Appendix 1,Page 14 of65
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-, •: eosoC.v- a _ 0 .ae .. p ,-. o (. -.. .
s •ee go
-System Deck(Note 1) insulation Laver(s) Basesheet I RoofCover(Note15) MDP
No. Type, Attach Type -- Fasten Attadt. Base Ply. cap Ply' (Ps()
Elastobase,Elastobase i
P,Polyglass G2 Base, OMG flat Bottom Plates -
One or more CertainTeed Glasbase, (square)with Roofgrip 614, 2-inch o.c.at coin.4-Inch la and
MIn.19/32-inch Prelim, Dekfast Hex lake,Dekfast PLT-H-2-718)with Dekfast P (Optlonal)BP-AA, S�
W-57 layers,any Firestone MB Baze,1M 12-inch—at two(2),iequally SBS-AA,SBS-TA or SRS-AA' -525
plywood Attached 614 or Trufast 3"Metal Insulation Plate with Tmfast TA,APP-TA
combination Parma-Ply 28,Tamko HD spaced,staggered carrier rows APP TA
Glass Base or GAFGLAS
675
Min.19/32-inch Oneormore Prelim. Elastobase or 12-inch—at min.44 chlap and (Optional)BP-AA
Plywood W38 layers,any OMG Flat Bottom Plates(square)with Roofgrip 612 124nch o. at two(2)lequally SBS-AA SBS-TA or SBSAA,SBS
combination Attached Elastabase P spaced,staggered center rows APP TA TA APP-TA'
Trufast Versa Fasteners(coin.X"penetration)& Sg,Sgq App_
Min.fled OSB One s, are Plates;2 screws 12-Inch o.c.at min.44ch lap and BP-AA SBS-AA, SA SBS-PAL
APA rated OSB layers,arty Loose-laid Elastobase,Elasmbase P per plate installed ed 180'foto the 12-inch o.c.at two(Z),'equally -67.5
W_5g or plywood combination holes of the plate,parallel to the width-dtrectton SBS-TA,APP-TA SBS-TA.AP-
of the sheet' spared,staggered center rows
TA
Note: •Fcrre-mof ori verconstructibn,field withdrawal resistance testing(Note 11)shall yield minimum 1991bf.Additional Versa-Fak Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
Trufast Versa Fasteners(min.Y."penetration)& 12-inch os-atmin.4H-�hch lap and
Min.19/324nch One or more Plates;2 screws per plate installed 180'into the
APA rated O58 layers,arty loose-laid Polyglass APP Base 12-inch o.c at two(2{f equally APP-TA APP TA •67.5
W-60 or plywood combination holes of the plate,parallel to the width-direction
of the sheet- spaced,staggered center rows
Note: "Form-roof orrecoverconstructfon field withdrawal resistance testing(Note 11)shall yield minimum 299Ibf.Additional Verso*,ost Fasteners within each Versa-Fast Plate may be utr74ed to
produce minimum withdrawal resistance
Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast ;
Onecrmore 30•Inch o.c.at min.4-inch lap and (Optional)BP-AA, SBSAA SBS
W-61 SBS-
plywood
la ers,a Attach. Polyglass G2 Base, OM OMG o Round Metal Platewithh Ro HD, 16inch ox.at three(3),equally SBSAA SBS-TA or -75.0
plywood combinat un Attached Elastobaze,Eiastobase P OMG Hat Bottom Plate(ACMrac)with Roofgrip 614 spaced,staggered comer rows APP TA 7A APP-TA
or Trufact 3"Metal Insulation Plate with Tmfast HD.
One or more Dekfast Hex(aka,Dekfast PLT-H-2-7/8)witb Dekfast 10-Inch o.c.at min.4lnch lap and
Min.15/32dnch Prelim. 614,OMG 3"Round Metal Plate with OMG HD, (�),equal
W-62 layers,any Polyglass APP Base 16ce o.c at three equally (Optlonal)APP-TA APP-TA -75.0
plywood combination Attached OMG6at BottomPlateIntu(Acmtrlate ithwith
Roofgrip 614 space d,staggered cerjter rows
or Tmfast 3"Metal Insulation Plate wish Tmfast HD. I
Trufast Versa Fasteners(min.X"penetration)& I SBS-SA,APP-
MIn.15/32inch One or more 9-Inch o.c.at min.2-inch lap and
APA rated OSB layers,arty Inose-laid Elastobase,Elastobase P Plates;2 screws per plate installed 180•into the 12-inch a.c at two(2L`equally SAA'SBS-AA. S'�A'. -90.0
W-63 or plywood combination holes of the plate,parallel to the width-direction SBS-TA APP-TA SBS-TA,APP-
of the sheet- spaced,staggered car ter rows
TA
Note: *For re-roaforremverconstructfon field withdrawal resistance testing(Note 11)shall yield minimum 159 lbf.Additional Verso-Fgst Fasteners within each Versa-Fast Plate may beutilized to
produce minimum withdrawal resistance
MEMO ETC,LLC i Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate ofAutlrorizailon 632455 6e1 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 Append&1,Page 15 of 65
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•otos -a a 'ae e e i
a s �: :a a e•raa a
System Insalatltio Layer(s) Base Sheet Roof Cover(Note 35) MDP
No. Deck(Nam 1) Type Attach Type Fasten Attach Base Pty Cap Ply (P�)
Trufast Versa Fasteners(min.Y."penetration)& 9-inch o.c.at min.24nc la a
Min.35/324nch ane or more Plates;2 screws per plate installed I80'foto the p and
APA rated O56 layers,any taose4aid Polyglass APP Base 124nch o.e at two(2),bqualty
APP-TA APP TA -90.0
yy_64 or plywood on
holes of the sheetplate,parallel to the width-dlreNon spaced,staggered cent�r rows
of the sheet*
Note. •Far re-mofor recoverconstruction,field withdrawal resistance testing(Note 11)shall yield minimum 159 lbf.Additional Verso-fast Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance I
DekFast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 1
Oneor more 94nch o.c.at min.44n5h lap and 9- (Optional)BP-AA, SB5-AA,SBS
Min.25/32-inchPrelim. Polygiass G2 Base, 014,OMG 3'Round Metal Plate with OMG H0, inch o.c.at four(4), ally spaced, SBS-AA,SBS-TA or -90.0
W-65 combs arty ()eq�
Plywood combination �°�'ed Elastobase,Elasmbase P OMG Fiat Bottum Plate(Accutrac)with Roofgrip 014 staggered tamer rows APP-TA TA,APP TA
or Trufast 3'Metal Insulation Plate with Trufast HD.
One or more Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 94nrh o.e at min.4lnh lap and 9.
yen,
Prelim. 414,ONIG 3"Round Metal Plate with OMG HD,
W-66 plywood Wyen,any Attached Polyglazs APP Base OMG Hat Bottum Plate(Accutrac)vrith Raofgrip 014 inch o.e at four(4),eq ally spaced, (Optional)APRTA APP-TA -90.0
combinationstaggered center rows
or Tmfart 3'Metal Insulation Plate with Trufast HD.
One or more 6-inch o.c.at min.4-in4h lap and 6-
MIn.15/32-inch Prelim. Trufast 012 DP orTmfast 014 HD with Trufast 3" (Optional)BP-AA
W�7 plywood layers,any Attached Elastobase,Elastobase P Metal Insulation Plates inch a.c.at three(3J,ellually or SBSAA SRS-AA -90.0
combination spaced,staggered center rows
One or more DMG 012 Standard Roofgrfp or OMG 014 Heavy 6-lnch o.c.at min.44nih lop and 6- (Optional)BP-AA, SRS-AA.SBS
Prelim.
W-68 Min.15/32-inch layers,any ElastobaseElartobase P Duty with OMG 3'Round Metal Plates or OMG flat inch o.c.a'
three(3),e�lually SBS-AA,SESTA, -90.0
,plywood combination Attached Bottom Metal Plates spared,staggered center rows APP-TA TAor APP-7A
One or more Prelim. OMG 0
plyw..d/32-inch 12 Standard Roofgrip or OMG 014 Heavy 64nch o.c.at min.4anfh lap and 6-
14-69 I layers,any Attached Polygla:s APP Base Duty with OMG 3'Round Metal Plates or OMG Hat inch a-at three(3),ebuafty (OptlonaQ APP-TA APP-TA -917.0
p ywao combination Bottom Metal Plates spaced,staggered cenjer rows
Tmfast Versa Fasteners(min.75"penetration)& I SBS-SA,APP-
M1n.15/324nrh One or more6-Inch o.c.at min.444h lap and 6- BP-AA,SBS-AA, SA,SBS-AA,2 screws per plate installed 180'into the
APA rated OSB layers,any Loose4aid Elastobase,Elartobase P inch o.e at three(3),equally -105.0
W-70 or pirivood combination holes of the plate,parallel tothewidth-direNon spaced,staggered cen(er rows SBS-TA,APP-TA SESTA,APP-
of the sheet• j TA
Note: *For re-roof orrecover constructionjeld withdrawal resistance testing(Note 11)shall yield minimum I03 lbf.Additional Versa-Fa#Fasteners within each Versa-FastWate may be utilized to
produce minimum withdrawal resistance
Tmfast Versa Fasteners(min.Y.'penetration)& I
Min.25/324nch One or more Plates;2 screws per plate installed 160'into the 6-lnch o.c.at min.flinch lap and 6-
APA rated OSB layers,any loose-laid Polyglass APP Base Indo o.c attfiree(3),°qual{y APP TA PPP T0. -105.0
W-71 or plywood combination hales of the plate,parallel to the width-direction spaced,staggered cen4er rows
ofthe sheet- I
Note: •Forre-roof or remverconstruction,field withdrawal resismnce testing(Note 11)shall yield minimum 10316f.Additional Versa-�t Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
One or more 6-inch o.c atm In.4-I ch lap and6-
Min.15/32-Inch Prelim. Tmfast 412 DP or Trufast 014 HD with Tmfast 3" (Optional)BP-AA
W-72 Oneo,any Elastebase,Elastobas,e inch o.ed center r equally spaced, SBSAA -120.0
plywood combination Attached Metal Insulation Plates red center rows or SBS-AA
NEMO ETC,LLC i Evaluation Report P929D.02A8-R21for FL1654-R23
Certificate of Authorization 432455 6'EDITIGN(2017)FBC NON-HVH2 EVALUA71ON Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59165 Polygiass Modified Bitumen RooFSystemr,(954)233-1330 i Appendix 1,Page 16 of 65
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System DetB(Note l) Insulation Layers) Base Sheet
No. Roof Cover(Note 1S) MDP
Type Attach Type Fasten Attach .. Base Ply OSP Ply (pd)
One or more OMG 012 Standard Roafgrip or OMG 7714 Heavy 6-inch c.c.at min.44 h la and 6- 0
Min. W trona BP
LAA,
IS/32tinch Prelim. c s ( P 0 AA,
W73 plywood layers,any Attached E1astabase,Elastobase P Duty with OMG 3'Round Metal Plates or OMG Fiat inch o.c.at five(5),equally spaced, 56S-AA,SESTA, 505-AA,585- -120.0
combination Bottom Metal Plates staggered center rows] APp TA TA or APP-TA
One or more OMG 912 Standard Roofgrip or OMG 014 Heavy 6-inch o.a at min.4-In(:h lap and&-
Min.35/32-Inch Prelim.
W-74 layers,arty Polyglass APP Base Duty with OMG 3-Round Metal Plates or OMG Flat inch o.c.at five(S),eq�rallyspaced, (Optional)APP-TA APP-TA -120.0
plywood combination Attached Bottom Metal Plates staggered center rows
`S1'LF-ADNERINCBASEPLY ..-
One or more Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 12-inch o.c.at in.4i ch lap and 585-SA,pPp-
Min.19/324nch Prelim. Elastobase,Elastobase P
W-75 layers,anV 914 or Trufast 3'Metal Insulation Plate with Tmfast 124nch o.c.at two,eq salty spaced, SBS-SA SA,SBS-TA or -525•
plywood combination Attached (poly-film top)
HO staggered center rowz7 APP-TA
One or more DekbA Hex aka,Dekfwt PIT-H-2-7/9) h
Min.19/32=mch Prelim. Elariobase,FJariobaseP ( /)witDekfast 12-inch o.c.at min.44kch lap and
plywood Attached (Poly-film tap)
W-76 layers,arty 914 or Wast 3'Metal Insulation Plate with Trufast 12-Inch o. at two,eq�afly spaced, Polyflex SABaw APP-TA 325•
combination HD staggered center rows
One ar more 12-Inch—at min.44I ch lap and SBS-SA,APP-
Prelim. Elastobase,Elastobase P
W-77 MIn.19/32tinrh layers,arty OMG Flat Bottom Plates(sqoa
uare)with Rfgrip 912 12-Inch o.c.at two,equally spaced, SBS-SA 51,SBS-TAor -60.0°
APP-
plywood combination Attached (poly-fJm tap) staggered center rowsi APP-TA
One or more 12-inch o.c.at min.4-mch lap and
plywood IaVers,any Attache.
W 7B Min.19/32tinch Prelimd (poly-film top)Elastobase,Elastobase P OMG Flat Bottom Plates(square)with Roolgrip 012 124nch of at two,a wally spaced, Pcfyff"SA Base APP-TA
combination staggered center ro -60.0•
w
Min.19/32-Inch One or more Trufast Versa Fasteners(min.;1'penetration)& r
Elasiabase,Elastobase P Plates;2 screws per plate installed 180°into the 12-inch o.c.at min.4-inch lap and SBS-SA,APP-
APAreted05a layers,any Loose-fold 124nrh o..at Iwo(2){'equally S05-SA SA,SBS-TA, -675
W-7g APP-
or plywood combination (Poly-film top) holes ofthe plate,parallel to the width-directlon spaced,staggered center rows APP-TA
of the sheet*
Note: 'For re-roof ormmverconshuNon,field withdrawal resistance testing(Note 11)shall yield minimum 199lbf..Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
MN.19/32-Inch Oneormore Trufast Versa Fasteners(mia'A'penetration)&
Elastobase,Elastobase P Plates;2 screws 12-inch o.c at min.4'nch lap and
APA rated 058 layers,any Loose-laid per plate installed 180°intothe
(poly-film top) holes of the late,parallel to the Width-direction ,-inch o.c.attvm(2)1 equally Polynex SA Base APP-TA -675
W-8D or plywood combination p P spaced,staggered center rows
of the sheet*
Note: -For re-roaforrecovermnstruction,field withdrawal resistance testing(Note 12)shallyield minimum 199 lbf..Additional Versa-Ftist Fastenerswithin each Verso-Fast Plate maybe uttlaedto
produce minimum withdrawal resistance i
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NEMO ETC,LLC Evaluation Report P929D.02.08-R21 for FL3654-11,23
Certificate ofAuthorvation 932455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION j Revision 21:10/08/2018
Prepared by:Robert Nfeminen,PE-59166 Polygiass Modified Bitumen Roof Systems•,(954)233-1330 I Appendix 1,Page I7 of65
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aam s,.. � e •mo o
System Base Sheet - _ _ _ Racif faver(Note 15) .MDP
Deck(Note l)
No. :rypa _ Fasten Attach Base Ply Cap Ply (P.n
.:. - ..
no BASE PLY:.
Min.15/32- 94nch oz.at min.2-inch lap and 18-inch oz.pt SBS-AA,SESTA,APP'-
W� inch plywood Elastobase,Elastobase P Simplex MARX Cap two(2),equally spaced,staggered center coxes None TA -45.01
Min.35/32- 32 go, diameter tin caps with 12
W-82 inch APA Elastobase,ElastobaseP g P ga.annular 64nch oz.at min.3-Inch lap and 6-Inch o.c.at None SBSAA,SESTA,APP- -45.0
rated OSB ring shank nails four(4),equally spaced,staggered center rov/s TA
Min.15/32 Elastobase,Elastobase P 1poly-film 32 ga.,1-5/84nch diameter tin caps with 12 ga.annular bench oz.at min.34nch lap and&inch oz.at
W-83 inch APA top) ring shank nails four(4),equally spaced,staggered center no s None SBS-SA,APP-SA 45.0
rated OSB
MIn.35/32-
W-84 inch APA Potygtass APP Base 32gshank&Inch diameter tin caps with 12 ga.annular four)nch, at min-3cecl,lap and d—t, a4 None APP-TA -45.0
rated O5B ring shank nags four(4),equally spaced,staggered center mgrs
Min.15/32- 94nch c.c.at min.2-Inch lap and 12-incb—tat SBS-AA,59S-TA,APO-
W-85 inch plywood Elastobase,ElestobaseP Slmptex MM Cap two(2),equally spaced,staggered center rogrs None TA -525
Min.15/32- Original Simplex Cap Nails(1-inch metaihe°d diameter, 6-Inch°.-at min.3dnch lap and 6-inch oz.at None SBS-AA,SBS-TA.APP- .525
W-86
Elastobase,Elastobase P
L
Inch plywood gouge xmin.1.25-inch long annular groomed shank) four(4),equally spared,staggered center ro�rs TA
W-87 Min.15/32- Elastobase,Elastobase P(poty-film Original Simplex Cap Nails(1-inch metol head diameter, 64nch o.-at min.3-Inch lap and&inch oz.It None SBS-SA,APP-SA -52.5
Inch plywood top) 11 gaugexmin.1.25-inch long cnnulargmwedshank) four(4),equally spaced,staggered center mews
W-88 Min.15/32- Polyglass APP Base Original Simplex Cap Nails(1-inch metal head digmete, 6-Inch oz.at min.3-Inch lap and 6-inch oz.AtNone APP-TA -52.5
inch plywood 11 gaugextrin.115-inch long annular growedshank) four(4),equaliyspaced,staggered center mP+s
Elastobase,Elastobase P,Polyglass I
G2 Base,CertalnTeed Glasbase, &inch oz.at min.44mb lap and&inch o.- t 5 SBSTA,APP-
W 89 Mch plywood
Firestone MB Base,1M Perma-Ply 32 go.,mk..inch diameter tin caps with 11 ga.annular three(3),equally spaced,staggered center j None TA -60.0
Inch plywood 28Tamko Glass Base or GAFGiAS mill thank nags rows ;
#75
Min.19/32- Elastobase,Elastobase P(poly-Film 32 ga.,1-5/&-inch diameter tin caps vAth 11 ga.annular 84nch oz'at min.4-inch lap and&inch oz,
inch plywood top) ding shank nabs a[
W-9g three(3),at
spaced,staggered center I None SBSSA,APP-SA -60.0
rows I
Min.15/32- Polyglass G2 Base,Elastobase, 32 go,1-5/8-Inch diameter tin caps with 11 ga.annular &Inch oz.at min.4-inch lap and 8-Inch o.-at None SBS-AA,SBS-TA,APP-
W 91 -675
inch plywood ElastobaseP ring shank nags four(4),equaliyspaced,staggered center m,6rs TA
W92 Min.15/32- polyglass APP Base 32 ga.,1-5/8-inch diameter tin caps with 11 Ca.annular Ii-inch oz.at min.4•inch lap and 8-inch o.-�t "one App-Ta, -67.5
Inch plywood ring shanknags four(4),equally spaced,staggered center rows
10•inch o.-at min.4-inch lap and 104nrh o.,c SBS-AA.SBSTA,APP-
W-93 Min.15/32- Polyglassmp
G2 Base,Elastobase, Silex MAXX Cap at three(3),equally spaced,staggered center None TA -75.0
Inch plywood Elastobase P
rows
Min.15/32- 10-inch oz.at min.4-inch lap and 10-inth o-
W-94 loch plywood Polyglass APP Base Simplex MAXXCap at three(3),equally spaced,staggered center None APP-TA
rows
14EMO ETC,LLC i Evaluation Report P929D.02.08-R21 for F1.1654-1123
Certificate ofAuthorhation#32455 6'EDITION(2017)FBCNON-HVIR EVALUATION i Revision 21:10/08/2018
Prepared by:Robert Niernmen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 - Appendix 1,Page 28 of65
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.; oeP� -p -; a �,-�•0e _. e
a e •oe a a•
!SW-em BaseSheet
Dell(Note 1) i Roof Cover(Note 35) MOP~
Type Fasten Attach Base Ply Cap Ply (PSO
Min.15/32. Polyglass G2 Base,Elastobase, 9-Inch a.c at min.flinch lap and 9-inch os. t SBS-AA,SBS-TA•APP-
inch plywood ElastabaseP Simplex MAX(Cap four(41.equally spaced,staggered centerrat None TA 90_D
W96 Min.75/32- Polyglass APP Base Simplex MARX Cap 9-inch o.c.at mm.4-inch lap and flinch me t '
Inch plywood four(4),equally spaced,staggered renter to s NO APP-TA I -90.0
Min.35/32- 6-inch o.c at min.2-Inch lap and 6-Inch o.c.at S8S-AA,5B5-TA,APP-
W-97 inch plywood Elastobase,Elastobase P Simplex MA)OC Cap two(2),equally spaced,staggered center rolys None TA -90.0
W-98 Min.19/32- Elastobase,Elastobase P(Poly-film 32I-S/8-Inch diameter tin ops with 11 ga.annular 4lnch ox.at min.flinch lap and flinch a.,
Inch plywood top) ringshanknace
ils, four(4),equally spaced,staggered ntercrt None SBS-SA.APP-SA -975
Min.35/32- 6-Inch ox.at min.2-Inch lap and Smirch o.c t SBS-AA,SBS-TA,APP-
W-99 Elastobase,Elastobase P Simplex MAXI(Cap three(3),equail spaced, TA -305.0
inch plywood y staggered center None
rows
Min.19132-
W-100 Elastobase,Elastobase P 32 ga.,2-5/84nch diameter tin ops with 11 ga,annular 6-Inch o.c.at min.flinch lap and 6-inch .ci t SBS-AA,SBS-TA,APP-
inch plywood ring shank nails four(4),equally spaced,staggered center to vs None TA -1125
Min.29132- Elastobase,Elastobase P of film 32 go.,1-5/9-inch diameter tin ops with 11 ga.annular
W-101 / (p ring shank nags.Note:7-in cops are to be primed with 6-Inch o.c.at min.4lnch lap and 6-inch o.c. t None SBS-SA,APP-SA -1125
Inch plywood top)
PG100orASTM D42 primer. four(4),equally spaced,staggered center ro
._ .. - -
-A�iIALFAPP8mOft708Q1-APp7FD BA5EPLY:
W 1Q2 Min.15/32- Elastobase,Elastabase P� Simplex MAXXCap 54nch os.at min.2-inch lap and 18-inch o.cl at BP-AA,SBS-AA,SBS " SBS-SA,APP-SA,585-
Inch pMin.1ywood two(2),equally spaced,staggered center rows TA,APP-TA AA,SBSTA,APP-TA -45.0`
Mtn.75/32-
W-103 inch APA Elastolmse,Efastobase P 32 ga.,1-5/8-inch diameter tin ops with 12 ga.annular 6-inch o.c at min.3-Inch lap and&inch o.c.et BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS-
rated
BSrated OSB ringshanknalls four(4).equally spaced,staggered center r+. TA,APP-TA AA,SESTA,APP-TA -45.0
Min.15/32-
W-104 inch APA Polygtass APP Base 32 ga.,1-5/8-Inch diameter tin ops with 12 ga.annular 64nch ox.at min.3-inch lap and 6-inch me Lt
APP-TA APP-TA -05.0
rated OSB ring shank nags four 4),e equally spaced,azed,staggered center rows
M2- 94nch o.c.at min.2-inch lap and 12-inch me at BP-Ak SBS-AA,585- SBS-SA.APP-SA,58S
W-105 inchch plywood Elarto6ase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center ro s TA,APP-TA AA,SBS-TA,APP TA -525
Min.75/32- Original Simplex Cap Nails(1-inch metal head diameter, 64nth o.c at min.3-inch lap and 6-inch o.c bt BP-AA,5BS-AA,SBS- 585-SA,APP-SA,SBS-
-
Elastobase,Elasto6ase P
inch plywood 11 gougex min.1.254nch long annular grooved shank) four(4),equally spaced,staggered center rows TA,APP TA AA,SBSTA,APP TA -525
W-107 Min.15/32- Polyglass APP Base Original Simplex Cap Nails(1-inch metal head dameter, 6-inch O.C.at min.3-inch lap and&inch ox.�t APP-TA APP-TA -52.5
Inch plywood 12 gougex min.125-inch long annular grooved shank) four(4),equatty spaced,staggered center r vs
Elastobase,Elastobase P,Polyglass
G2 Base,CertainTeed Glasbase, B-Inch ox%at min.flinch lap and da-Inch o.c.1 t
MIn.19/3Z- 32 ga.,l-5/8-inch diameter tin ops with 11 ga.annular ( BP-AA,SBSAA,SBS 585-SA,APP-SA,SBS
W-108 inch Piyvmod Firestone GlasB Bs
Base
GAFGply ring shanknalis three(3),equally spaced,staggered centeri TA,APP-TA AA,SBST -60.0
28,Tamko GIasS Base or GAFGlAS rq� A,APP-TA
#75 1 )
W-109
Min.15132- Polyglass G2 Base,Elastobase, 32 ga.,1-5/84nch diameter tin ops with 11 ga.annular 8-inch o.c.at min.44nch lap and 8-Inch o4t BP-AA,SBS-AA,SBS SBS-SA,APP-SA,SBS-
inch plywood ElastobaseP ring shank nails four4,equally
() spaced,staggered anter rows TA,APP-TA I AA,SBS-TA,APP TA '67'5
MEMO ETC,ILC Evaluation Report P9290.0208•R21 for FL1654-R23
Certificate of Authorization#32455 6a`EDITION(2017)FDC NON-HVHZ EVALUATION ( Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-S9166 Polyglass Modified Bitumen Roof Systems;(954)2334330 , Appendix 1,Page 29of 65
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0 ra :0 f e•00 0
System BaseSheet .� Root Cover(Note 15) MDP
No. Deck(Note 2) -'.Type Fasten -Attach. Base Pty Cap Ply (psf)
W-110 Min.15/32• Polyglass APP Base 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch os.at min.4inth lap and 8-inrh C. t APP-TA APP-TA -575
Inch plyvvod ring shank nags lour(4),equally spaced,staggered center ro
104nch o.c at min.flinch lap and 10-Inch o.
Min.plywood
Elastoasse2 Base,Elastohase, BP-AA,SBS-AA,SBS- SBSSA,APP-SA,SBS
W-131 loch plywood Elastobase P SvnPlex MAXX tap at three(3),equally spaced,staggered tante TA,APP-TA AA,SBS-TA,APP-TAS -75.0
rows
Min.15/32- 10-Inch o.c.at mm.4inch lap and 10-inch o.
W-112 Inch plywood Polyglass APP Base Simplex MARX Cap at three(3),equally spaced,staggered cente APP-TA APP-TA -75.0
rows
W-113 Min.15132- Polyglass G2 Base,Elastobase, 5,mplex MAXX Cap 94nch o.c.at min.4inch lap and 94mch o.c.it BP-AA,SBS-AA,SBS SBS-SA,APP-SA,SBS- 0
Inch plywood ElastobaseP four(4),equallyspaced,staggered center rofy, TA,APP-TA AA,585-TA,APP-TA
W-114 Min.15/32- Polyglass APP Gaze SimPlez MARX CaP 9-Inch os.at min.44nch lap and 9-inch o.c�t APF-TA APP TA -9D.0
inch plywood four(4),equally spaced,staggered center rows
Min.15/32- 6-inch o.c at min.2-inch lap and 6-inch o.c.At BP•AA,SBSAA,SBS SBS-SA.APP-SA,SBS-
W-115
as
inch plywood Elastobase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center ro h TA,APP-TA AA,SBSTA,APP-TA -90.0
64nch o.c at In.2-Inch lap and 6•inch a.c t
Min.15/32- BP-AA,SBS-AA,5BS S&-,SA,APP-SA,SBS-
W-116 Inch plywood Elastobase,Elastobase P Simplex MAXX Cap three(3),equally spaced,staggered center TA,APP-TA AA,SBS-TA,APP-TA -105.0
rows
W-117 Min.19/32- Elastobase,Elaslobase P 32 ga.,1-5/8-inch diameter tin mps with 11 ga.annular 64nch o.c.at min.flinch lap and 6-inch— t BP-AA,SBSAA,SBS SBS-SA,APP-SA,SBS -112.5
inch plywood ring shank nails four(3),equally spaced,staggered center ro TA,APP-TA AA,SBS-TA,APP-TA
SEIFADHERn i;BASE Ptr
Min.15/32-h APA Elastobase,Elastobase P(pory-film 32 ga.,1-5/8•(nch diameter tin raps with 12 ga.annular 64nch c—at miry.3•Inch)ap and 6-Inch o c lit SBS-SA,APP-SA,SOS
W-138 rated OSB top) ring shank nails tour(4),equally spaced,staggered center rors SBS-SATA,APP-TA -45.0
Min.15/32- Elastobase,Elastobase P(poly-film Original Simplex Cap Nalls(1-inch meta/head diameter, 64nch o.c at min.3-inch lap and 6•inch o.c. t SBSSA,APP-SA,SBS-
W-119 inch plywood top) 11 gougex min.125-inch long annular gracmd shank) four(4),equally spaced,staggered=.orc SBS-SATA,APP-TA -525
W120 Min.15/32- Polyglass APP Base,Elastobase, Original Simplex Cap Nails(1-inch metal head diameter, 64nch o.c.at min.3-Inch lap and 6-inch o.c. t Poly0ex SA Base APP-TA 525
inch plywood Elastobase P(poly-film top) I1 gougexmin.1.254nch long annular gromiedshonk) four(4),equally spaced,staggered renter r s
Min. Elastobase,Elastobase P(poly-flim 32 ga.,I-5/8-inch tin caps with ll &inch ox:.ga.annular at min.flinch lap and 8-Inch a.c pt
SBS-SA,,APP-SA,SBS-
W-321 inch ply plyw0000 d tap) ring shank nails three(3),equally spaced,staggered center SSBS-SATA,APP-TA -60.0
rows i
Mm' Elastabase,Elastobase P(poi film 32 p g 84nch o.c at min.flinch lap and 8-inch o.c.bt
W 122 Y- ga.,shank
diameter tinm s with]S a.annular three(3),equally spaced,staggered center Polyflex SA Base APP-TA -60.0
Inch plywood top) ring shank nails
rows
W-123 Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 4-inch o- at min.flinch lap and flinch a.c. t SBS-SASBS-SA,APP-SA,SBS-
top)
BS �S
Inch plywood top) ring shank nails. four(4),equally spaced,staggered center r t TA,APP--TA
W-124 Mm.19132- Elastobase,Elastobase P(poly-film 32ga.,1-5/B-inch diameter On caps with 11 ga.annular 44nch o.c.at oun.4lnch lap and 4-inch o-c t Polyflex SA Base APP-TA -975
inch plywood top) rirhg shanknafls. four(4),equally spaced,staggered center rows
NEfv10 ETC,LLC Evaluation Report P9290.0208-1121 for FL7654•R23
Certificate of Authorization#32455 6"EDITION(2017)FOE NON•HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Roberti ieminen,PE-59166 Polyglass Modified Bitumen RoofSystemr(954)233-1330 Appendix 1,Page 20 of 65
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oea a o o •eo o
e D- rD • B a•Q a B
System Basesheet - Roof Cover(Note 15) ~MDP
No. Deck(Note 1) Type Fasten - - Attach Base Ply cap Ply (PSF)
32 ga.,1-5/S-inch diameter tin caps with it Ca.annular Etastofl"SA V Plus,
Min.19/32- Elastobase.Elastobase P IPoly-film Wnch o.c,at min.4inch lap and 6-inch o.c.a 5BS•SA,APP-SA,5B5-
W-125 Inch plywood top) ring shank nags.Noce:rm cops are robe pdmed with four(4),equally spaced,staggered center rots ElastaFlex 5A V Plus TA,APP-TA -1125
PGI00-ASTM D41 prime. FR
32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular
V11-226 Min.19/32- Elastobase,Elastobase P(poly-film ring shank nails.Note:Tin raps are to be primed with 6-0 tth as.at min.41nch lap and 6-lnch o.c. Palyflex SA Base APP-TA -1125
inch plywood top) P(Ya0 or ASiM D41 Primer. four(4),equally spaced,staggered anter m�li s
a19, a D:
system -Dedt(Note i) __-_Type
Base Sheet Raaf Cover lNme lSj MDP
No. T e - Fasten -Attach
NOR
A
ri
SE PLy: - -
..Elastobase,Elastobase P.
Polyglass G2 Base, OMG Fat Bottom Plates(square)with RooWp#14,
W 127 Min.19/32-inch CertainTeed Glasbase, Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#14 ar 12-inch o.c.at min.4-Inch lap and 12inc,o. at None 585-AA,585-TA,APP- _52S
M Firestone MS Base, Trufast 3'Metal buutation Plate with Trufast HD two(2),equally spaced,staggered renter ro TA
Perma-Ply 28.Tamko Glass
Base ar GAFGLAS#75
Min.19/32 inch 124 ch o.c.at min flinch lap and 12-inch o.cL.at SBS-AA,SBS-TA,APP-
W-]28 Elastobase.Elastobase P OMG Fat Bottom Plates(square)with Roofgrlp#12
plywood two(2),equally spaced,staggered center rows TA
Min.19/32-Inch - Trufast Versa Fasteners(min.Y."penetration)&Plates; 12-inch o.c at min.4inch lap and 12inch o.'at SOS-AA,SBS-TA,APP-
APA rated OSB Elastabase,Elastobase P 2 screws per plate Installed 180°into the holes ofthe two(2),equally spaced,staggeredcenterrn None TA -675
yy_229 or plywood I plate,parallel to the width-direction of the sheet*
Note: •Forte-roof orrecover construction,field withdrawal resistance testing(Note 11)shall yield minimum 199lbf.Additional Verso-F0
It Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
Min.19/32incliTrufast Versa Fasteners(min.Y"penetration)&Plates,
Elasta6ase,Dastotuse P 12-inch o.c at min.4inch lap and 12-inch o'yf(.at
APA rated OSB (poly-film tap) 2 screws per plate installed 180°Into the holes ofthe, two(2),equally spaced,staggered center ro%m None 585-SA,APP-SA -67.5
W-130 arPNwood plate,parallel to the width-direction ofthe sheet
Note: *For re-roof or recoverconstructfon,field withdrawal reslstanre testing(Note ll)shall yield minimum 19916f.Additional Verso-Fa�tFasteners within each Verso-Fast Plate maybe utilized to
produce minimum withdrawal resistance
Min.19/324nch Trufast Versa Fasteners(min.Y"penetration)&Plates; 12-inch o.c.al min.4lnch lap and 12inrh o.�.at
APA rated O50 Polyglass APP Base 2 screws per plate Installed 180°into the holes ofthe None APP-TA -675
ar plywood two(2),equally spaced,staggered center ro
W_331 plate,parallel to the width-direction of sheet*
Note: •Fbrre-moformcoverconstruction;fieldwithdrawatresWancetesting(Note Il)shatlyleld minimum 199 lbf.Additional Versa-Fait Fasteners within each Versa-Fast Plate maybe_utilized to
produce minimum withdrawal resistance
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NEfAO ETC,LLC I Evaluation Report P9290.02.08.1121 for FL1654-1123
Certificate of Authorization#32455 61'EDITION(2017)FBC NON-HVtQ EVALUATION i Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polygiass Modified Bitumen RoofSystemr,(954)233-1330 �( Appendix 1,Page 21 of 65
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oro s e e •oe a
o e t: - :e r s•ee a
SYsmm Dedi(Nom 1) Base Sfieei Roof Oover(Note15) MOP
No.
7P.1, W.ft-base
Fasten Attach BasePNUpDekfast Hex(aka,Dekfast PLT-H-2-7/g)with DeMast 1114,
W-132 MIn.15/32-Inch OMG 3"Round Metal Plate with OMG HD,OMG Fiat 30-frith D.c.at min.44nch lap and I04nch o.c.,at SSS-AA,SBS-TA,APP-
plywood P Bottom Plate(Accutrac)with Roofgrip 914 or Trufast 3" three(3),equally spaced,staggered center rows None TA -75,0
Metal Insulation Plate with Trufast HD.
Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 914,
W-133 Min.15/32-inch polyglass APP Base OMG 3"Round Metal Plate with 0MG H
D,OMG Flat 1G4nch D.C.D.c,at min.44nch lap and 10-inch o .at None APP-TA -75.0
plywood Bottom Plate(Accutrac)with Roofgrip 914 or Trufast 3" three(3),equally spaced,staggered center rows
Metal insulation Plate with Wan HD.
__--j
MIn.15/32-Inch Trufast Versa Fasteners(min.X"penetration)&Plates; 9-Inch D.C.at min.2-Inch lap and 124nch D.C.at SBSAA,SBS-TA,App-
APAratedOSB Elastobase,ElasmbaseP 2screWs per p(ate Installed 180°into the holes of thetwo y)equally spaced,staggered center rows None Tp -911.0
W-134 or plywood plate,parallel to the width-direction ofthe sheet* '
Note: *For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 159lbf.Additional Versa-Fast Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
Min.15/32-Inch Trufast Versa Fasteners(min.X"penetration)&Plates; i
APA rated OSB PDI 94nch D.C.at min.2-inch lap and 12-inch o.c.at
yglass APP Base 2 screws per plate Installed 180°into the holes ofthe two 2,equally spaced,staggered center rows None APP-TA -90.0
W-135 or plywood plate,parallel to the vAdth-direction ofthe sheet* () q y p
Note: •Fbrre-roof or recover construction,fleld withdrawal resistance testing(Note 11)shall yield minimum 159 lbf.Additional Verso-Fast fasteners within each Verso•Fast Plate may be utilized to
produce minimum withdrawal resistance
Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfmt 1114,
W-136 Min.15/324nch Polyglass G2 Base, OMG 3"Round Metal Plate with OMG HD,OMG Flat 9-inch D.C.at min.4inth lap and 9-Inch D.C.of SBS-AA,SBSTA,APR
plywood Elastobase,Etastobase P Bottom Plate(Accutrac)with Roofgdp 914 or Trufast 3° toa(4),equally spaced,staggered center roJts None TA -90.0
Metal Insulation Plate with Tmfast HD.
Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 914,
W-137 Min.15/32-inch Polygiass APP Base OMG 3'Round Metal Plate with OMG HD,OMG Flat 9-inch D.C.at min.4-inch lap and 94nch D.C.at
a
plywood Bottom Plate(Autrac)with Roofgrip 914 or Trufast 3' four(4),equally spaced,staggered center rows None APP-TA -90.0
Metal insulation Plate with Tmfast HD. j
W138 Min.15/32-Inch ElastobaseTrufast 912 OP orTrufast 914 HD with Trufast 3'Metal 64nch o.e at min.flinch lap and&Inch D.C.,ElasmbaseD. �t None SBS-AA -90.0
Plywood Insulation Plates three(3),equally spaced,staggered center rows
OMG 912 Standard Roofgrip or OMG 414 Heavy Duty with
Mywood32dnch 6inch o.c at min.4-Inch lap and&Inch D.C.at SBS- A SBS-TA or:
W-139 Elastobase,Elastobase P OMG 3"Pound Metal Plates or OMG Flat Bottom Metal None -90.0
PIY'�`fOOd Plates three(3),equally spaced,sniggered center riyws App-Tp
Min.15/32-Inch OMG 912 Standard Roolgrip or OMG 914 Heavy Duty with
W-1411 / Polyglass APP Base OMG 3"Round Metal Plates or OMG Fiat Bottom Metal 6-Inch D.C.at min.flinch lap and 64nch D.C.at None APP-TA -90.0
plywood Plates three(3),equally spaced,staggered center rows
Min.15132-inch Trufast Versa Fasteners(min.X"penetration)&Plates•, 6-Inch D.C.at min.44nch lap and 64nch D.C.it SBSAA,SBS-TA,APP-
W-141 APA rated OSB Elastobase,Uastobase P 2 screws per plate Installed 180°into the holes ofthe None -105.0
or plywood plate,parallel to the width-direction of the sheet* three(3),equally spaced,staggered center roves TA
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654R23
Certificate of Authorization 1132455 60'EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendbrl,Page 22 of65
i
ONEhAp, etc.
oaor o a •oo a- -
•
System Deck(Note 1) .Base Sheet Roof Cover(Note 15) MDP
No. Type Fasten - - Attach Base Ply Cap (Psff
Note: 'forre•roof orrecoverrstroction field withdrawal resistance testing(Note 11)shall yield minimum 1031bf,Additional Verso-Fast Fasteners within each Versa-Fast Plate may utilized to
co
produce minimum withdrawal resistance
Min.15/32•inch Trufast Versa Fasteners(min.%"penetration)&Plates; 6-inch o.c at min.4inch lap and 6-inch G.C.at
APA rated OSB Polygiass APP Base 2 screws per plate installed 180°into the holes ofthe three(3),equally spaced,staggered center rows None APP-TA -105.0
W-142 orpiriood plate,parallel to the width-direction ofthe sheet
Note: 'Farre-roof orrecover construction,field withdrmval resistance testing(Note 11)shall yield minhnum 1031bf.Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
W-143 Min.15/32-inch Elastabase,Elastabase P Trufast Alt DP orTrufmt#14 HD with Tmfmt3"Metal 6-inch o.c at min.flinch lap and&Inch c-at None SBS-AA -120.0
plywood Insulation Plates five(5),equally spaced,staggered center rows
Min.15/32-inch OMG#12 Standard Roofgdp or OMG#14 Heavy Duty with 6-Inch ac at min.flinch lap and&Inch a.at SBS-AA,SBS-TA or
ase,
W-144 plywood ElastobElastobase P OMG 3'Round Metal Plates or OMG Flat Bottom Metal five(5),equally spaced,staggered center rows None APP TA -120.0
Plates
OMG#12 Standard Roofgrlp or OMG 1114 Heavy Duty with
W-145 Min.15/32-inch Polyglass APP Base OMG 3"Round Metal Plates or OMG Flat Bottom Metal &m(h,equally
ly span. ced,
lap and cent as-at None APP-TA -120.0
plywood Plates five(5),equally spaced,staggered center rows
As0H4T•APFUED oRTaffi31-A"UEDBASE
Elastobase,Elastobase P,
Palygiass G28ase, OMG Flat Bottom Plates(square)with Roofgrip 014,
Min.19/324nch CertainTeed Giasbase, 12-inch o.c at min.flinch lap and 12-Inch o.c.at BP-AA,SBS-AA,SBS- SBS-Sly APP-SA,SBS-
W-146 plywood Firestone MB Base,1M Dekfasf Hex(aka,Detfiast PLT-H-2-7/8)with DekFast#14 or two(2)equally spaced,staggered centerrovn TA,APP-TA AA,SBS-TA,APPTA _52.5Perma-Ply 28,Tamko Glass Trufast 3"Metal Insulation Plate v4th Trufast HD
Base or GAFGLAS#75
W-247 Min.29/32-Inch Elastobase,Dastobase P OMG Flat Bottom Plates s sore)with Roo 12-Inch a.c.at min.44nch lap and 12-inch o.c,at BP-AA,5B5-AA,SBS- SBS-SA,APP-SA,5BS-
plywood (q �#32 two(2),equally spaced,staggered center rows TA,APP TA AA,SBS-TA,APP-TA -60.0
Min.19/32-Inch Trufast Versa Fasteners(min?:"penetration)&Plates, 12-inch o.c at min,4-Inch lap and 12-inch o.c at BP-AA,SBS-AA,SBS SBS-SA,APP-SA,SBS-
APA rated OSB Elastabase,Elastobase P 2 screws per plate installed 1B0'into the hales of the two(2),equally spaced,staggered center rows TA,APP TA AA,SBS-TA,APP-TA -67.5
W-148 or plywood plate,parallel to the width-dbection ofthe sheet"
Note: 'For re-mcfarrecover construction,fteld withdrawal resistance testing(Note 11)shall yield minimum 1991bf.Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
Min.19/32-Inch Trafast Versa Fasteners(min.%"penetration)&Plates, 124nch o.c.at min.44nch lap and 12-inch o.c,at
APA rated OSB Polyglas APP Base 2 screws per plate Installed 18T into the holes of the two(2),equally spaced,staggered center rows APP TA APP-TA -675
w-149 or plywood plate,parallel to the wldth-dlrectionofthe sheet'
Nate: •For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 199lbf.Additional Versa-Fast Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
NEMO ETC,LLC Evaluation Report P9290.OZ08-R2I for FL1654-R23
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2019
Prepared by:Robert Nieminen,PE-59165 Polyglas Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 23 of 65
i
SNEMpletc.
eget a f `ef o
mi
. !ase,
_ - _ B..f� (N.WI`) MOA
Stri m ck(NOW 1) e Fasten � � Attach -9ase PN Cap. (psn
Bested Hez(aka,Deklast PLT-H-2-718)with Dekfast#14,W-150 in.15/32-inch Polygiass OMG 3"Round Metal Plate with OMG HD,OMG Flat 10fach o.c at min,4-inch lap and 104nch ac.at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SHS- -75.0
_ plywood Et�tobase,Elasiobase ls Bottom Plate(Acurhac)with Roofgrip 014 orTrvfast 3" three(3),equally spaced,staggered canter rows TA,APP-TA AA,SBS-TA,APP-TA
Metal Insulation Plate with Tmfast HD,
Dakfast Hex(aka,Belfast PLT-H-2-7/8)with Dekfast#14,
W-151 Min.15/32-Inch Polygiass APP Base OMG 3`Round Metal Plate with OMG HD,OMG Flat 10-Inch a.c at min.44nch lap and 104nch o.c.at APA-TA APP-TA -75.0
plywood Bottom Plate(AcCutrac)with Roofgrip#14 or Trufastr three(3).equally spaced,staggered center rows
Metal insulation Plate with Tmfast HO. `
Min.15/324nhdh Tmfast Versa Fasteners(min.3t'penetration)&Plates; 9-Inch o.c at min.24nch lap and 124ach o.c at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS-
APA rated 050 Elastabase,Eiastobase P 2 screws per plate Installed 180'into the holes ofthe two(2),equally spaced,staggered center rows TA,APP-TA AA,SOS-TA,APF-TA 90'0
W-152 orpbywaod plate,parallel to the width-direction ofthe sheet`
Note: "Forte-mof orrtmver construction,field withdrawal resistance testing(Note 11)shall yfeld minimum 1591bf.Additional Versa-Fort Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
Min.iS/324nch Tmfast Versa Fasteners(min.W penetration)&Plates; 9-inch o.c.at min.2-Inch lap and 124nch o.c at
APA rated OSB Polyglass APP Base 2 screws per plate installed 180'into the holes ofthe APPTA APPTA
W-153 or plywood plate,paraRelto the width-direction ofthe sheet' two{2),equally seated,staggered tamer rows
Note_ `Forte-roof or recover construction,field withdrawal resistance testing(Note 11)shollyleld minimum 159 lbf.Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
' Dekfasi Hex(aka,Dekfast PLT•H-2a)B}with Oekfast#74,
W 154 Min.15/324nch Polyglass G2 Base, OMG 3'Round Metal Plate with OMG HD,OMG Flat 94nch me at min.41ndh lap and 94nch a.c,at BP-AA,SBS-AA,SBS- 585-SA,APP-SA,55S- -90.0
plywood Elastabase,Elastobase P Bottom Plate(Accutrac)with Roofgrip 914 or Tmfast 3' four(4},equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
Metal insulation Plate with Tmfast HD.
Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#14,
W-155
M1n.15/324nch Polyglass APP ease OMG 3'Round Metal Plate with OMG HD,OMG Flat 9=inch o-at min.4-Inch lap and 9-Inch o.c.at APP-TA APP-TA -9D.0
plywood Bottom Plate(Aautrac)with Roofgrip#14 or7mfast 3' four(4),equally spaced,staggered canter rows
Metal Insulation Plate with Tmfast HD.
W-156 Min.1513Z-Inch EFasto6aseTru
,E#asiobase P fast#12 OP orT[ufast#14 Hp with Tmfast 3'Meta! 6-inch oe at mtn.4irtch lap and 6-inch o.c at BF-AA or SBS-AA 59S-AA -90.0
plywood Insulation Plates three[3),equally spaced,staggered center rows
Min.15132-inch OMS A02 Standard Roofgrip m OMG#14 Heavy Duty(min. &•mch o.c at min.4-indh lap and&inch oc at Bp-AA,SBS-AA,SBS- S83-Sk APP-SA,SgS-
W-iS7 Elastobase,Elastobase P 1-5/84achlong)with OMG 3'Round Metal Plates or OMG three(3),equally spaced,staggered center tows TA,APP-TA AA,SBS-TA,APP-TA
plywood Rat Bottom Metal Plates
Min.151324nch OMG 012 Standard Roofgrip or OMG#14 Heavy Duty with 64nch ae at min.4-Inch lap and 6-iinch o e at
W-SSS Polyglass APF Base OMG 3'Round Metal Plates or OMG Flat Bottom Metal three(3),equally spaced,staggered center rows APPTA APP-TA -90.0
plywoodPolyglass
Min.15/32-inch Tnsfa#Versa Fasteners(min.'+'penetration)&PiatoS; flinch o.c.at min.4lnch lap and 64.ch..at BP-AA,585-AA,SBS- SBSSA,APP-5A,5&L
W-159 APA rated OSB Elastobaze,Eiastobase P 2 screws per plate installed 180'into the holes ofthe three(3),equallyspaced,staggered center rows TA,APP-TA AA,SBS•TA,APPTA '105.0
or plywood plate,parallel to the width-direction of the sheet`
NEMO ETC,LLC Evaluation Report P9290.DIDB-R21 for FL1854-R23
Certificate of Autharization#32455 6"EDITION(2017}FBC NON-HV142 EVALUATION Revision 21:10108/2019
Prepared by:Robert Nleminen,.PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 24 of 65
1
I
ONEMoletc.
acre o e a •ee 4. ".
0 o r: _ :e a e•oe e r _
system - Basesheet Roof Cover(Note 35) MDP
No. Oedt(Notel) Type- Fasten -Attach. Basaoi Cay (psi)
Note: Torre-rooforrecover construction,field withdrawal resistance testing(Note 21)Shall yield minimum 1031bf.Additional Versa-Fast Fasteners within each Versa-Fast Plate maybeutilizedto
produce minimum withdrawal resistance
Min.15/32inch Trufast Versa Fasteners(min.W penetration)&Plates; 6-inch o.c at min.flinch lap and 6-inch o.c at
APA rated OSB Palyglass APP Base 2 screws per plate installed 180°into the holes ofthe three(3),equally spaced,staggered centerrowsT-P-TA APP-TA -105.0
W-160 or plywood plate,parallel to the width-cilrectfon ofthe sheet*
Note: *Far re-roof orrecover construction,field withdrawal resistance testing(Note 11)shall yield minimum 103 tbf.Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrowalresistanre
W-161 Min.15/32 inch Elastabase,Ekzstobase P Trufast 412 DP or Trufast 814 HD with Trufast 3"Metal 6-Inch mc,at min.4-inch lap and 6-Inch o.c at BP-AA or SBS-AA SBS-AA - -120.0
plywood Insulation Plates five(5),equally spaced,staggered centerrows
Min.15/32-inch OMG 812 Standard Roofgrip or DMG 414 Heavy Duty with 6-inch o.c at min.4-Inch lap and 6-inch o.c at BP-AA,SBSAA,SBS- 585-Sq,APP-SA,SBS-
-120.0
W-162 Elastobase,Elastobase P OMG 3"Round Metal Plates or OMG Flat Bottom Metal five(5),equally spaced,staggered center rows TA,APP TA AA,SBS-TA,APP TA'
plywood Plates
Min.15/32-inch OMG 412 Standard Roofgrip or OMG 414 Heavy Duty with 644 ch o.e at min.4-inch lap and 64nch o.e at
W-163 plywood Polyglass APP Base OMG 3"Round Metal Plates or OMG Flat Bottom Metal five(5),equally spaced,staggered center rows APP TA APP-TA -120.0
Plates
W-164 Min.19/324neh Elaslobase,Elastobase P Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#24 or 12-inch mc,at min.4-inch lap and 22-Inch o.c.at SBSSA,APP-SA,SBS-
-525•
plywood (poly-film top) Trufast 3"Metal Insulation Plate with Trufast HD two(2),equally spaced,staggered center rows SBS-SA
W-165 Min,19/324nch Elastobase,Elastobase P Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 414 or 12-Inch o.c.at min.flinch tap and 124nch o.c.at Polyflex SABase APP-TA -525•
plywood (poly-film top) Trufast 3"Metal Insulation Plate with Trufast HD two(2),equally spaced,staggered center rows
Min.19/32inch Elastobase,Elastobase P OMG Flat Bottom Plates 12-Inch o.c.at min.4-inch lap and 124nch ox.at SBS-SA SBS-SA,APP-SA,SBS -60.0•
W-166 plywood (poly-film top) (square)with Roo{grip 012 two(2),equally spaced,staggered center rows TA,APP-TA
W-167 Min.19/324nch Elastobase,Elastobase P OMG Flat Bottom Plates(square)with Roofgrip 412 12-inch o.c at min.4-inch lap and 124nch o.c.at Polyflex SA Base APP-TA •60.0•
plywood (poly-film top) two(2),equally spaced,staggered center rows
Min.19/324
nch Trufast Versa Fasteners(min.W penetration)&Plates; cinch o.c.at min.flinch la and 12-4nch mc.at SBS-SA,APP-SA,SBS
Elastabase,Elastobase P P
APA rated OSB 2 screws per plate Installed 180°into the holes oft two equally aced,staggered center rows SBS-SA TA,APP-TA - -67.5
W-168 or plywood (Polyfilm top) plate,parallel to the width-direction ofthe sheet* (Z), ysP
Nate: °Farre-roof orrecoverronshud/on,field withdrowa)resistance testing/Note 1I)shall yield minimum 1991bf,Additional Versa-Fast Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
Min.19/32-Inch Trufast Versa Fasteners(min.Y."penetration)&Plates;
APA rated OSB Elastobase,Elastohase P - 2 screws per plate installed 180°into the holes of the 12•trrch o.c at min.4-inch lap and 12-inch o.c.at polyRex Sq Base APP-TA
W-169 or plywood (poly-film top) 2screparallelto the width-direction ofthe sheet* two(2).equally spaced,staggered center rows
Note: 'For re-roof or recover construction,fleld withdrawal resistance testing(Note 11)shall yield minimum 199 lbf.Additional Versa-Fest Fasteners within each Versa•Fast Plate may be'utlllzed to
produce minimum withdrawal resistance
NEMO ETC,LLC Evaluation Report PB290.02.08-1121 for FL7654-R23
certificate of Authorization 432455 61v EDITION(2017)FBC rION.HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Potyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 25 of 65
SNEW�'
etc.
Bos B 0 0 •Ot 0
System k - .Roof Cover(Noto 35)
No. Jo -MDP
Dedt(Note l) Primer (�
t7rea
in tocol Ba
se Pi P` W P
Y
Pt, Capply
W-170 Min.15/32- (Optional)SBS
SA,SBS- SSS-SA,APP-SA,SBS-
inch
BSinch plywood None None SBS-SA TA.APP-TATA,APP-TA -90'0
Min.15/32- Polyflex SA Baso (Optional)APP-TA APP-TA -90.0
W-171 inch plywood (Optional)PG100 None
W-172 Min.15/32- PGSW None SBS-SA (Optional)58S-SA,SBS- SOS -SA,SBS - -975
inch plywood TA,APP-TA TA,APP-TA
W-173 Min.15t32- (Optional)PGS00 Plywood joints are covered with flinch wide stops of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (OptianQ SBS-SA,SBS- SBstSSA,APP-SA,SBS 97S
Inch plywood place to create continuous bond. Elaoflex SA V FR Base TA,APP-TA TA,APP-TA
W-174 Mtn.15/32- POLYBRITE 745 None (Optional)SBS-SA,SBS SBS-SA,APP-SA,SBS
inch plywood I SRS-SA TA,APP-TA TA,APP-TA 105.0
W-175 Mm.15/32 (Optional)PG100 Pigwood jolnts are covered with 44nch wide strips of Elastoflex SA V Phu,rolled into Elastoflex SA V Plus or (Optional)SWSA,SBS SBSSA,APP-SA,S&L
inch plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APPTA TA,APP-TA -135.0
W-176 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Pius,rolled into Pol yflex SA Base (Optional)APP-TA APP-TA -135.0
inch plywood place[o veate continuous bond.
iVEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654R23
Certificate ofAuthorltation#32455 611 EDITION(2017)FDC NON-HVN2 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
SNEMOjetc.
System Deck Base lmuladon Layer Top lmuladoo layer Roof Cover(Note.IS) MDP
No. (Note1) TypeI Fasten _Attach Type Attach BasaON Ply Capely (psq
SELF-AOHExINGRAsE:.
Min.22 ga.,type Min.2-Inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
ItGrade 40steel ACFoam 11,ENRGY 3, 7/8)with Dekfast 014,OMG 3` 1per Min.0.25-inch Dens Deck Prime or SBS-CA1
SC-L or min.2,500 psi EnetgyGuard Polyiso Galvalume Ribbons Plates with OfAG hz SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA None SBS-CU: -30.0•
structrual Insulation,Polytherrn H,H- 014 Roofgrip orTrufast 3"Metal PRIMER:POLYBRITE745 APP-M
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
Min.22 ga.,type Min.24nch Polytherm, Dekfast Hec(aka,Dekfast PLT-H-2-
B,Gmde40 steel ACFoam 14 ENRGY 3, 7/8)with Dekfast 014,OMG 3" Min.0.25-Inch Dens Deck Prime or S8SCA1.
SC-2. or min.1,500 psi EnergyGuard Polyiso Galvalumeflihhons Plates with OMG 15er
SECUROCK Gypsum-Fiber Roof Board D4S SBS-SA None SB-CA2, -45.0
structrual Insulation,Poytherrn H,H- 014 Roofgrip orTmI ast3"Metal PRIMER POLYBRITE 745 APP-CA2
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
Min.0.25-inch Dem Deck,Dens Deck
Min.22 ga.,type Min.2-Inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2- Prime,SECUROCK Gypwm-Fiber Roof -
B,Grade40 steel ACFoam It ENRGY 3, 7/8)with Dekfast 014,OMG 3" 1 per q Board or SECUROCK Glass-Mat Roof M-OSFA SBS-CAA,;
SC-3. or min.2,500 psi EnergvGuard Polyiso Galvalume Ribbons Plates with OMG Board,min.7/164nch DEXceR SBS-SA None 585•CA2, -30.0•
stmct.0 Insulation,Polytherm H,H- 1114 ROofB ip or Tridast 3"Metal Cement Roof Board or min.05-inch or M-PG1 APP-CAI
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD SECUROCK Cement Roof Board
PRIMER POLY8RITE745
Min.0.25-inch Dens Deck,Dens Deck
Min.22 ga.,type Min.Z-inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2- Prime,SECUROCK Gypsum-Fiber Roof
B,Grade 40 steel ACFoam 11,ENRGY 3, 7/8)with Dekfast 014,OMG 3" 1 par Board or SECUROCK Glass-Mat Roof M-0SFA SBS CAI,
SC-4. or min.2,500 psi EnergyGuard Polyiso Gah'alume Ribbons Plates with OMG Board,min.7/16-inch DEXcell SBS-SA None SBS{A2, -45.0
structrual Insulation,Poytherm N,H- 014 Rootgrip or Trufast 3'Metal L6 ha Cement Roof Board or min.O5-Inch or M-PG1 APP-M
concrete Shield or Multl-Max FA3 Insulation Plate with Trufast HD SECUROCK Cement Roof Board
PRIMER.POLYBRITE745
Min.22 ga.,type Min.24nrh Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
8,Grade 40steal ACFoam If,ENRGY 3, 7/8)with Dekfast1114,OMG 3" Min.0.25-inch Dam Deck Prime or SB5-CA1.
SC-5, or min.2,SD0Ene Iper 4
psi EnergyGuard Poyiso Gaivatume Ribbons Plates with OMG hr SECUROCK Gypsum-Fiber Roof Board OBSpD SBS-SA None SBS{A2,, -30.0-
structrual Insulation,PGlythenn H,H- 014 Roofgrip or Trufast 3"Metal PRIMER:POLYBRITE 745 APP-CAI
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
Min.22 ga.,type Min.24nrh Poytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade 40 steel ACFoam ll,ENRGY 3, 7/8)with Dekfast 014,OMG 3" per
Min.025-Inch Dem Deck Prime or SBS-CA-1,
SC-6. or min.2500 Psi EnergyGuard Polyiso GalvaWme Ribbons Plates with OMG 1.6 h, SECUROCK Gypsum-Mer Roof Board 00500 SBS-SA None SB-
SCA2, -45.0
structrual Insulation,Poylherm H,H- 014 Roofgrip orTrufast 3'Metal PRIMER POLYBRITE745 APP-CA1.
concrete Shield or Multi-Max FA3 Insulation Plate vdthWast HD
Min.22 ga.,type Min.2-Inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade 40 steel ACFoam 14 ENRGY 3, 7/8)with Dekfast 014,OMG 3' Min.025-inch Dem Deck Prime or SBS-CAS,
SC-7. or min.2500 psi EnergyGuard Polyiso Gelvalume Ribbons Plates with OMG I per 4 SECUROCK Gypwm-Flber Roof Board CR-20 SBS-SA None SBS-CA2, .30.0-
structrual Insulation,Poytherm H,H- 014 Roofgrip or Twfast 3'Metal PRIMER:POLYBRITE745 APP-CA1
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
NEMO ETC,LLC Evaluation Report P929D.D2.0B-RM for FUfi5r R23
Certificate of Authorization 032455 6"EDITION(2017)FOC NON•HVHZ EVALUATION Revision 21:30/08/2018
Prepared by:Robert Nieminen,PE-59166 Polygiass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 27 of 65
ONEMojetc.
Nffl M-1
e .!L a: o :a s r a• a :a a s•aa e
System Deck Base Insulation Layer. Top Insulation layer Roof Cover(Noteis) MDP
No. (Note 2) ,Type Fasten -Attach Type Agach BasePly Ply Cap Ply (PsQ
Min.22 ga.,type Min.2-inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade40steel ACFoam IL ENRGY 3, 7/8)with Dekfast 914,OMG 3" 11 pe Min.0.25-Inch Dens Deck Prime or S05•CAl,.
SC•8. or min.2,500 psi EnergyGuard Polyiso Gaivalume Ribbons Plates with OMG L6 h= SECUROCK Gyps. Roof Board CR-20 SBSSA None SBS{A2,-. -05.0
structrual Insulation,Polytherm H,H- 014 Raafgrip or Trufast 3"Metal PRIMER:POLYBRITE 745 APP-Lill
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
ASPRALT-APPDID BA'.E.
'Min.22 Be.,type Dekfast Hex(aka,Dekfast PLT-H-2- - Min.0.75-inch Fiasco Board (Optional If (Optional if
Miusing
B,Grade 33 steel n.LS-inch Polythertn, 7/8)with Dekfas[t114,Trufast 3' Sits,",
(homogeneous)or min.05-inch Hot using AA AA Base)BP-AA,
SC-9, or min.2,500 psi A[Foam II,ENRGY3,H- Metal Insulation Plate with Trufast hr Structodek High Density Fiberboard asphalt Ply)BP-AA, SBS-AA,SBS-TA or SBS-TA, -45.0-
structrual Shield or Polytherm HD or OMG 34nch Gafv Plate with Raof insulation SBS-AA APP TA APP TA
concrete OMD HD
Min.22 ga.,type Dekfast Hint(aka,Dekfast PLT-H-2- Min.0.75•inch Fesco Board (Optional if (Optional R using
B,Grade33 steel Min.24nch Polythene, 7/8)with Dekfast 1114,Trufast 3' SBS-AA•
1 per 4 (homogeneous)or min.OS-inch Hot using AA AA Base)BP-AA,
SC-10. or min.2,500 psi ACFoam It,ENRGY 3,H- Metal Insulation Plate with TrufastSBS-TA, -05.0•
structrual Shield or Polytherm HD or OMG 34nch Galv Plate with h2 RoollStruIodek High Density Fiberboard asphalt Ply)BP-AA, SBS-AA,SBS-TA or App TA
concrete OMD HD Roof Insulation SBS-AA APP TA -
Min.22 ga.,type Dekfast Hex(aka,Dekfast PLT-H-2- Min.0.75-inch Fesm Board (Optional if (Optional R using
B,Grade 33 steel Min.154r hENRGY 3n ,H- 7/81with Dekfast 414 or Trufast 3" 1per (homogeneous)or min.05-inch Hot using AA AA Base)BP-AA.
SBS-AA,
SC-11.. or min.2S�psi Shield or Polythen Metal Insulation Plate with Trufast L33 ft2 Structodek High Density Fiberboard asphalt Ply)BP-AA, SBS-AA,SBS-TA or SRS-TA' -90A
struNual HD Roof Insulation SSS-AA APP-TA. APP TA
concrete
BP-AA,SBS-
Min.22 6a•.type
B,Grade33 steel Dekfmt Hex(aka,Dekfast PLT-H-2- Min.0.75inch Fesco Board AA(Top SBSSA,
psi Min.LS-inch ENRGY 3,H. 7/8)with Dekfast#14 or Trufast 3" 1per (homogeneous)or min.05-inch Hot surface SBS-SA,SBS-TA or APP-SA,
SC-12. or Grade 3 s
structrual Z Shield or Polythene Metal Insulation Plate with Trufast 133 h= Structodek High Density Fiberboard asphalt pdmedwith APP-TA SBS-TA TA or-
HD Roof Insula0on PG100 APP-TA
concrete
primer)
Min.22 ga.,type Min.24nch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade 40 steel ACFoam 11,ENRGY 3, 7/8)with Oekfast 014,OMG 3` Min.0.25-inch Dens Deck Prime, SBS-CAL
- 5Glva
33. or min.2,500 psi EnergyGuard Polyiso GaWme Ribbons Plates with OMGI per 4 IXG � DcoO FA Glass Mat Roof Board or D-IS SBS-CA2 SBS-CA2 585-C4I, (Options))SBS•CAl, Sas-cu'' -30.0•
structrual Insulation,Polytherm H,H- 014 Roofgrip crTrufast 3"Metal SECUROCK Gypsum-Fiber hoof Board APP-CA1
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
Min.22 ga.,type Min.2-inch Polytherm, Dekfast Hex(aka,Delifast PLT-H-2-
B,Grade 40 steel ACFoam 0,ENRGY 3, 7/8)with Dekfast#14,OMS 3" Min.O15 inch Dens Deck Prime, SBS-CAl,
SC-14.- or min.2,500 Psi EnergyGuard Polyiso G.I.I.—Ribbons Plates with 0MG I per DIXceO FA Glass Mat Roof Board or 1115 SBS-CAI, (Optiona4 SBSCA1, SBS-CA2,; -45.0
structrual Insulation,Polytherm H,H- 014 Roofgrip or Trufast 3`Metal L6 ft' SECURGCK Gypsum-Fiber Roof Board SBSCA2 SBSCA2 APP-CAl
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
MEMO ETC,LLC Evaluation Report?9290.02.08-R21 for A1656-R23
Certificate of Authorization 032455 6t"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/08/2018
Prepared by.Robert Nieminen,PE-59166 Palyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 28 of 65
NNEMPletc.
o' � s p a m •eo m
_ e: o :o e a o• a :• t a•o
System Deck Base Insulation layer Top Insulation Layer oofCover(Note 15) Nipp
No. (Note l). Type Fasten Attach Type Attach Pty cap Pbf (Vsf)
Min.025-Inch Dens Deck,Dens Deck
Min.22 ga.,type Min.24nch Polytherm, Dekfast Hex(aka,Dekfast PLT-H•2- Prime,DEXce[I FA Glass Mat Roof
B,Gmde40 steel ACFoam IL ENRGY 3, 7/8)with Dekfast 814,OMG 3' Board,SECUROCK Gypsumfber Roof SBS-CAI,
SC-25. or min.2,500 psi EnergyGuard Polyiso Galvalume Ribbons Plates with OMG iperr4 Board or SECUROCK Ghss-Mat Roof M-OSFA S.75.-CAI. (Optional)SBS•CA1, SBS-Cf12, -340•
h or M-PGI SBS-CA2 SBS•CA2
strucwal Insulation,Polythene H,H• 814 flopfgrip orTrufast 3'Metal Board,min.7/36-inch DEXcoll ApP.CA1
concrete Shield or Multi-Max FA3 Insulation Plate with Trubst HD Cement Roof Board or min.054nch
SECUROCK Cement Roof Board
Min.0.25-Inch Dens Deck,Dens Deck
Min.22 ga.,type. Min.24nch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2- Prime,DEXcell FA Glass Mat Roof
B,Grade 40 steel ACFoam li,ENRGY3, 7/8)with Dekfast 814,OMG 3' Board,SECUROCK Gypsum-FIber Roof SBS-CAI'
SC-26. or min.2,500 psi Ene Iper M-OSFA SSS-CAI, (Optionai)S0S-CAI,
rgtion,P Polytherm
#144 oleRibbons Plates with l t Board or SECUROCKGIass-Mat Roof SSS-CA2, -45.0
stmaruai Inwlatlan,Polytherm N,H- 814 Roofgrip or TruFast 3"Metal S.fi h Board,min.7/164nch DEXcell or M•PGS SBS-CA2 SBS•CA2 APP-CAI
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD Cement Roof Board or min.054neh
SECUROCK Cement Roof Board
Min.22 ga.,type Min.2-Inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
8,Grade 40 steel ACFoam IL ENRGY 3, 7/8)with Dekfast 814,OMG 3' Min.0.254nch Dens Deck Prime, SBS-CAI,
SC-17, or min.2,500 psi EnergyGuard Polyiso Galmiume Ribbons Plates with OMG I pw4 DEXcell FA Glass Matg Roof Board or OBSDD SBS-CAI, (Optional)SBS-CJI7, SBSCA2, .30.0•
stmctn l Insulation,Polytherm H,H- 814 Roofgrip or Trufist 3'Metal h SECUROCK Gypsum-Fiber Roof Board SBS•CA2 SBS-CA2 APP-CA1
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
Min.22 ga.,type Min.24ndt Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade 40 steel ACFoam Il,ENRGY 3, 7/8)with Dekfast 814,OMG 3" 1 per Min.0.25-inch Dens Deck Prime, SbSCA],
SC-I8. or min.2,5Dp psi EnergyGuard Potyiw Galvalume Ribbons Plates with OMG 16 hr DEXcell FA Glass Matg Roof Board or OB500 SBS-CAL
SOp6ptio h S��' S05{A2,'
structrual Insulation,Polytherm H,H- 814 Roofgrip or Trufast 3"Metal . SECUROCK Gypsum-Fiber Roof Board APP-CAI
Shield or Multi-Mat FA3 Insulation Plate with Trufast HD
Min.22 ga.,type Min.2-inch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade40 steel ACFoam Ii,ENRGY 3, 7/8)with Deklest 014,OMG 3' Ipr 4 Min.0.25-inch Dens Deck Prime or SBS-CAI, SBS-CAI,
SC-19. or min.2,500 psi Eneper P.IVI. Galvalume Ribbons Plates with OMG tSECUROCKG CR-10 (Optionag SBS-CAI, SBSCA2, .30.0•
stmctrual Insulation,Polytherm H,H• 014 Roofgrlp orTrufast3'Metal ypsum-Fiber Roof Board SBS-CA2 SBS-CA2 APP-CAI
concrete Shield or Multi-Mas FA3 Insulation Plate with Trufast HD
MIn.22 ga.,type Min.24nch Polytherm, Dekfast Hex(aka,Dekfast PLT-H-2-
B,Grade 40 steel ACFoam f4 ENRGY 3, 7/8)with Dekfast 014,OMG3' 1 per Min.025-inch Dens Deck Prime or SOS-CAI, (Optional)5B5-CA7, SBS-CA3,
SC-20. or min.2,500 psi EnergyGuard Polyisn Gakalume Ribbons Plates with OMG I per
ft2 SECUROCK Gypsum-Fiber Deck Prim Board CR-20 SBS.CA2 SBStion SBSrA2,. -45.0
structrual Inwiation,PoMherm H,H- 814 Roofgrip or Trufast Y Metal APPS
concrete Shield or Multi-Max FA3 Insulation Plate with Trufast HD
NEMO ETC,LLC Evaluation Report P929D.02.D84121 for FL3654•1123
Certificate of Authorization 832455 6-EDITION(2017)FEC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by.Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix I,Page 29 of 65
NNEMo;I etca
s• ti a•^ a e e •ae "Wo• p
a e :e a s•ee e
System. Deck(Notel) Base Insulation Layer Top Insulation Layer Roof Cover(Note 1S) MDp
No. .Type Fasten Attatti- Base Ply Ply Cap Pty` (Psi)
'SUIP-ADHERiNGBASE:
Min.22 ga,type B. (Optional)One or Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#12 DP -,BS-SA.
Min.154nch Polytharm, (steel only)or Dekfast 014,OMG AccuTrac Flat Bottom
Grade 33 steel or morelayers,any
1 per (Op anal)585-SA, APP-SA
SC-21. min.2,500 psi combination,loose ACfoam II,H-Shield or Plate with 1112 RaofgriD(steel only)or OMG#14 Heavy 2.67 fta 505-SA 565-TA,APP-TA SBS-TA, -30.0
structrual concrete laid Polytherm Duty,Trufast3'Me[al Insulation Plate with Trufast 912 DP APP-TA
(steel only)or Trufast 914 HD
Min.22 ga.,type B, (Optional)One or Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast 412 DP
Grade 33 steel a come layers,any Min.15-Inch Polytherm, (steel only)or Dekfast#14,OMG A=Trac Flat Bottom 1 per Polyfiex SA
SC-22' Grade 33 steel
mmhinaers,loose ACFoam II,H-Shield or Plate with#12 Roafgrip(steel only)or OMG 1114 Heavy 2I p r Base (Optiona0 APP-TA APP-TA -30.0
structrual I.2'soopsivete laid polytherm Duty,Trufast3'Metal Insulation Plate with Warr 0120P
(steel only)or Trufast#14 HD
Min.22 ga.,type B, (Optional for recover) Polygrip#14 or Polygrip#15 with Polygrip Hex Plate or S05-SA,
Grade 40 steel or One or more layers, Min.025-Inch Dens Deck Dekfast DF-#14 or DF425 with Dekfast Hex(aka,Dekfast 1per (ODtlonal)SBS-SA, APP-SA,
SC-23. Prime optionally primed with PLT-H-2-7/8)orDMG#14Roofgripor#15Roofgrip withSBS-SA -375•
min.2$00 psi any combination,mm. POLYBRITE 745 OMG3 in.Round Metal Plate orTrufast#14 HD or Trufast 2.67 ft" BS-TA,APP-TA SBSTA,
structrual concrete 1-Inch,loose laid #15 END Fasteners with Trufast 3"Metal Insulation Plate APP TA
Min.22 ga.,type 8, (optional for recover) Polygrip 1114 or Polygrip#15 with Polygrip Hen Plate or
Min.0.25-Inch Dens Deck Deldast DF-1114 w DF-#1S with Dekfast Hex(aka,Dekfast
Grade40 steel or One or more layers, 1per P"YRex SA
SC-24. Prime optionally primed with PLT-Fi-2-7/8)orOMG#14 Roofgrlp or 915 Roofgrip with (OptionaQAPP-TA APP TA -375`
min.2.500 psi any combination,min. POLYBRITE 745 OMG 3In.Round Metal Plate orTrufast#14 HD or Trufast 2.67 ft= Base
structrual concrete 1-inch,loose laid #15 END Fasteners with Trufast 3"Metal Insulation Plate
Polygrip#14 or Polygrip#15 with Polygrip Hex Plate or
Min.22 ga.•type 8, (Optional for=war) MIn.0.25-Inch SECUROCK Dekfast DF-1114 or DF415 with Dekfast Hex(aka.Dekfast SBS-SA.
Grade 40 steel or one or more layers, Gypsum-fiber Roof Board PLT-H-2-7/8)or OMG 414 Roofgrip or#15 Roofgrip with Iper SBS-SA (Optional)SBS-SA, APP-SA, -375•
SC-25. min.2,500 psi any combination,min. optionally primed with OMG 3In.Round Metal Plate or Acmtrac Flat Bottom Plate 2.67 ftr SBS-TA•APPTA SBS-TA•
stmctmai concrete 14nch,loose laid POLYBRITE 745 or Trufast#14 HD orTrufast#15 END Fasteners with Trufast APP-TA
3"Metal Insulation Plate
Polygrip#14 or Polygrip#15 with Polygrip Hex Plate or
Min.22 ga.,type B, (Optional for recover) Min.O2S-Inch SECUROCK Dekfast DF-1114 or OF-#15 with Dekfast Hex(aka,Dekfast
Grade 40 steel or One or more layers, Gypsum-Fiber Roof Board PLT-H-2-7/8)or OMG#14 Raofgrip or NIS Roofgrip with Iper Polyfiex SA
SC-26. min.2,S00 psi any combination,min. optionally primed with OMG 3In.Round Metal Plate or Amutrac Flat Bottom Plate 2.67ftt Base (Optional)APP TA APP-TA -375•
structrual concrete 14nch,loose laid POLYBRITE 745 or Trufast#14 NO or Trufast 015 END Fasteners with Trufast
3"Metal insulation Plate
NEMO ETC,LLC Evaluation Report P929D.D2.D8-R21 for(11654-R23
Certificate of Authorization#32455 6-EDITION(20171 FBC NON-HVH2 EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 30 of 65
ONEMoletc.
.• 7PIa,
sSystem - Top lutifi tion Layer Roof Cover(Note 15) MDP
N0. . selnzulation layerType Fasten Attach Saseyty Pbf Cap Ply (psi)
#14 or Polygrip#15 with Polygrip Hex Plate orD'1114 or DF-#35 with Dekfast Her(aka,DekfastMin.22 ga.,type B, (Optional for recover) 7/8),isofast PLT-S2-3/4X2-3/4 or Dekfast SBS9A,Grade 40 steel or Onear more layers, Min.0.25-indr DEXcell FA e Steel 3'Round(aka,Dektast PLT-R-3)or OMG 1 per (Optional)SBSSA, APP-SA,SC-27. min.2,500 psi anymmbination,min. Glass Mat Roof Board fgrip or#15 Roofgrip with OMG 31n.Round Metal 2.67 k'- SBSSA S85-TAAPP TA SBSTA, -375•structrual mnaete 1-inch,loose laid A=trac Flat Bottom Plate orTrufast#14 NO or APP-TA
15 END Fasteners withTrufast 3'Metal Insulation
Polygrip#14 or Polygrip#15 with-Polygrip Hex Plate or
Dekfast DF-914 or DF-#15 with Dewast Her(aha,Dekfast
Min.Z2 ga.,type B, (Optional for recover) PLT-H-2-7/8),Isofast PLT-5.2-3/4X2-3/4 or Dekfast
Grade 40steel or Oneormorelayers, Min.O15-Inch DEXcell FA Galvalume Steel 3'Round Jake,Dekfast P17-11-3)or OMG Iper Poly8ex 5A
SC•28. min.2500 psi any combination,min. Glass Mat Roof Board #14 Roofgrip or#15 Roofgrip with OMG 31n.Round Metal 2.67 ft' Base (Optional)APP-TA APP-TA -375•
stmctrual mnaete 14nch,loose laid Plate orAcmtrac Flat Bottom Plate orTrufi st 914 HD or
Trufast#15 END Fasteners with Trufast 3'Metal Insulation
Plate
Min.22 ga.,type B• (Oprional)One or SBS-SA,
OMG Acarirac Hat Bottom Plate with#12 ftoofgrip(steel
SC-29. Grade 33 steel or more layers,any Min.ythe Inch N-Shield or only)or ON G#14 Heavy Duty,Trufast 3'Metal Insulation 1 pet 2 S85-SA (Optlonan APP-TA
APP-SA, -45.0-
rain.2$00 psi combination,loose Polythean Plate with Trufast 012 DP(steel only)or Trufast#14 HD SBS-TA,APP-TA APP-TA
sWctrual mnaete laid APP TA
Min.22 ga.,type B, (Optional)One or OMS AccuTrac Flat Bottom Plate with#12 Roofgrip(steel
Grade 33 steel or more layers,any Min.1S-Inch H•Shield or 1 pert Polyflex SA
SC-30. min.2,500 psi combination,loose Palythean Ponly)late vrOMG#14 Heavy Dueel onlast3`Metal insulation � Base
(Optional)APP-TA APP-7A -05.0•
structrual conaete laid Plate vrith Trufast#12 DP(steelonly)or Trufast lTl4 HD
Min.21 go,type B, (Optional for recovMin.0.25-inch Dens Decker) Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#14•
Prime or SECUROCK SBS•CAl,
Grade 5 steel or One imorenbina layers, OA1G 3'Galvalume Ribbed Plates with OMG#14 flaafGrip l pert
SC-31, min.2,500 psi any combination, Gypsum•Fiher Roof Board or Trufast 3'Metal insulation Plates with Trufast 014 HD k, 585-SA None , -45.0•
APP-CA7
structruai concrete loose law optionally printed with Fasteners APP�A
POLYBRITE 745
Ming a.,type 8, (Optional for recover) Min.0.25-inch Dens Deck 0 M 3 in.Galvalume Plate(non-ribbed)with#12 Roofgrip SBS-SA,
Gradee 3 33 steel or
Prime a SECIIROCK (steel Doty)or OMG#I4 Heavy Duty,Dekfast Hex(aka,
One or more layers, 1pr2 (0ptiona()585SA, APP-SA, .
S[-32. Gypsum-Fiber Roof Board Dekfast PLT-H-2-7/8)with Dekfast#32 DP(steel only)or S85-SA -45.0•
min.2,500 psi any combination, optionaliyprimed with Dekfast#14,Trufast3'Metal insulation Piatewith Trufast h' SBS-TA or APP-TA SBS-TA or
structrual concrete looselald POLYBRITE 745 #12 DP(steel only)arTrufast#14 HD APP-TA
NEMO ETC,LLC Evaluation Report P9290.D2-DS-R21 for F11654-R23
Certificate ofAuthorizaUan#32455 6'EDITION(2017)FBC NO1J•HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 31 of 65
NNEMo'jetc.
m• �,, a o e :.�•_ . . a -•j
a o m :o a e•ee m
System Derk(Note2) 4 Bate Insulation Layer Top Insulation layer Roof Cover(Note 25) MDP
No. Type - Fasten Attach Baseol .Pty Cap Ply (psq
Polygf'rp 014 with Polygrip Hex Plate or Dekfast#14 with
Min.22 ga.,type B. (Optional for recover) Min.0.254nch SECUROCK Dekfast Hex(aka,Dekfast PLT-H-2-7/8)or Dekfast
Galvalume Steel 3"Round(aka,Dekfast PLT-R-3)or OMG
SC-33. Grade 40 steel ar One ormorelayers, Gypsum-Fiber Rauf Board #14 Roofgrip with OMG 3 in.Round Metal Plate,OMG 31n. 1 pe<2 SBS-SA None SBS-SA -45.0
min.2500 psi any combination,min. optionally primed with ff
structrual concrete 1-inch,loose laid P0LYBRITE74S or Trufast bed
ume Plate(Flat)it Arufast Flat Bottom Plate
or Trufast#14 HD Fasteners with Trufast 3'Metal
Insulation Plate
Min.22 ga.,type B. (Optional for recover) Polygrip 1114 with Polygrip Hex Plate or Dekfast#14 with
Min.0.25-inch Dens Deck Dekfast Hex(aka,Dekfast PLT-H-2-7/8)or OMG#14
SC-34. Grade 40 steel or One or more layers, Primeo tionall iper2
P VPrimed with Roafgrip with OM Metal Plate orAttutrac flat r SBS-SA None SILSSA -45.0
min.2,500 psi any combination,min. POLYBRITE 745 Bottom Plate or Trufast#24 HD Fasteners with Trufast 3" ft
structrml concrete 14nch,loose laid
Metal Insulation Plate
Polygrip#14 or Polygrip#15 with Polygrip Hex Plate or
Min.22 ga.,type 0, (Optional for recover) Min.0.2Sinch SECUROCK Dekfast DF-#14 or DF-#3S with Dekfast Hex(aka,Dekfast (Optional when SBS-SA,
Grade 40 steel or One or more layers, Gypsum-Fiber Roof Board PIT-H-2-7/8)or OMG#14 Roafgrip or#25 Roofgrip with 2per SBS-SA using torch-applied APP-SA, -45.0
SC-35, min.2,510 psi any combination,min. optionally primed with OMG 3In.Round Metal Plate or Accotmc Flat Bottom Plate 1.78 ft= Cap Ply)SBSTA, SBS-TA or
structrual concrete 1-inch,loose laid POLYBRITE 745 or Trufast914 HD arTrufast#15 EHD Fasteners with Trufast APP-TA APP-TA
3•Metal Imulation Plate `
Min.22 ga.,type 8, (Optional for recover) (Optional when SBS-SA,
Min.0.25-inch Dens Deck Oh1G#14 Roofgdp or#TS Roofgdp with OMG 3In.Round -
Grade 40steel or One or more layers, 1per using torch-applied APP-SA,
SC-36. Prime optionally Primed with Metal Plate or Trufast#14 HD arTrufast#15 EHD Fasteners 585-SA -45.0
min.structrual
pd any combination,min. POLYBRITE 745 with Truf ist 3"Metal Insulation Plate 1.78 ft, Cap Ply)505-TA SBS--T or
s[rucrrual concrete 1-inch,loose laid APP-TA APP-TA
Min.22 ga.,type B, (Optional)One or SBS-SA,
i
Min. S-inch H-Shield or
Grade 33 steel or more layers,any Dekfast Hex(aka,Dekfast PIT-H-2-7/8)with Dekfast#12 DP 1 per 2 (Optional)SBS-SA, APP-SA,
SC-37. min.2$00 psi combination,loose Polytherm optionally primed (steel only)or DekFast#14 Ito SBS-SA SBSTA,APPTA SESTA, -60.0
structrual concrete laid with POLYBRITE 745 APP-TA
Min.22 ga.,type 0, (Optional for recover) Min.0.25-inch Dens Deck CMG 3 I Galvalume Plate(non-ribbed)with 012 Roofgrip
Prime or SECUROCK (steel only)or OMG#14 Heavy Duty,Dekfast Hex(aka,
Grade 40 steel or One or more layers, 1 per (Optional)SBS-TA SESTA or
SC-38. Gypsum-Fiber Roof Board Dekfast PLT-H•2-7/8)with Dekfast#12 DP(steel only)or SBS-SA -60.0
min.2,S00psion any combination,
concrete te loose laid optionally primed with Dekfast#14,Trufast 3"Metal Insulation Plate with Trufast 3.6 fit orAPP-7A APP-TA
POLYBRfTE 745 912 UP(steel only)orTrufast#14 HD
MIn.L54nch ACFoam 11, Dekfast Hex(aka,Dekfast PLT-H-2-7/8)or Dekfast
ACFoam 111,EnergyGuard Galvalume Steel 3'Round Insulation Plate s,arty ENRGY3 CGF,Ff-Shield,H- (aka,Dekfast
Min.22 ga.,type B, (Optional)One or Polyiso Insulation,ENRGY 3, SBS-SA,
Grade 33 steel or more layers, PLT-R-3)with Dekfast#12(steel only)or Deklast#14,OMG 1per (Optional)SBS-SA, AP
SC-39. Z,SDD psi combination,loose Shield CG.ISD 95f GL,Multi-39. Sin.Galvalume Plate(non-ribbed)orOMGAcco133 itTrac Plate t SBS-SA -TAAPP TA SBS-TA,n1SA P-SA, .875,
,
structrual concrete laid Max FAT,Polytherm or Ultra- with 2 Roolgrip(steel only)or OMG#14 Heavy Duty or APP-TA
Max optionally primed with Mm 3'Metal insulation Plate with Trufast#12 DP(steel
POLYBRITE 745 only)or West#14 HD
NEMO ETC,LLC Evaluation Report P929D.02.DB-R21 for F1.1654-R23
Certificate of Authorization#32455 Gn'EDITION(2017)FBC NON-HVH2 EVAWATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 PDlyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 32 of 65
NNEMOjetc.
• a• a `a• c • o •o• a• . e
a P a :a � s•aa �
System Top Insulation layer Roof Cover(Note 15) - MDP
No. Ded[(Note i) Base lnwintlon layer-.
_ Type Farren tlttath 8asx 41y '461 CapPty (Psft
Min.22 go.,type B, (Optional for recover) Min.0.254nch Dens Deck 0 M 31n.Galvalume Plate(non-ribbed)with#12 Roofgrip
Prime or SECUROCK (steel only)or OMG#14 Heavy DuDekfart Hex(aka,
SC-40. Grade 40 steel or One or mare layers, Duty,
min.2,500 psi any combination, C/Psum-Fihper
1 er Roof Board Dekfast PLT-H•2.7/8)with Dekfast#12 DP(steel only)or 133111 SBS-SA APP TA APP TA(Optional)SBS-TA SBS-TATA or- -72'5
structrual concrete loose laid optionally primed with Dekfast#14,Trufast 3•Metal Insulation Plate with Trufast
FOLYBRITE 745 912 DP(gee]only)orTrufast#14 HD
Min.22 ga.,type B, (Optional)One or
SC-41. Grade 33 steel or more layers,any Mtn.WrWnch SECUROCK 014G 3-inch Galvalume Steel Plate with OMG 014 HD 1per SBSSA (OptionaQ SBS-TA SBS-TA -75.0
min.2,500 psi combination,loose Gypsum-Fiber Roof Board 1.78 it'
structrual concrete laid
Polygdp#14 or Po(ygrfp#15 with Polygdp Hex Plate or
Min.22 ga.,type B, (Optional for recover) Min.0.25-Inrh 5ECUROCK Dekfast OFLO14 or DF415 with Dekfmt Hex(aka,Dekfast
SC-42. Grade 40 steel or One or more layers, Gypsum-Fiber Roof Board PLT-H-2-7/8)or OMG#14 Roofgrip or#15 Roofgrip with 1 Per 1 (Optional)SBS-TA, SBS-TA,
min.2,500 psi any combination,min. optionally primed with OMG 3 in.Round Metal Plate or Accotrac Flat Bottom Plate it, SBS-SA APP-TA APP-TA -90.0
structrual concrete 1-Inch,loose laid POLYBRITE 745 or Trufast#14 HD orTrufast#15 EHD Fasteners with Trufast
3"Metal Insulation Plate
Min.22 ga.,type 0, (Optional for recover) Polygrip#14 or Polygrip#15 with Polygdp Hex Plate or
Min.0.25-Inch Dens Deck Dekfast DF414 or DF-019 with Dekfast Hex(aka,Dekfast
Grade 80 steel or One or more layers, 1 per 1 (Optional)SBS-TA, SBS-TA,
SC-03. min 2,SDO psi any combination,min. Prime optionally primed with PLT-H-2-7/8)or OMG#14 Roofgrip or#15 Roofgrip with f, SBS-SA APP-TA APP-TA -97.5
structrual concrete 1-inch,ooze laid POLYBRrrE 745 OMG 3in.Round Metal Plate or Trufast#14 HD orTrufast
#15 EHD Fasteners with Trufast 3"Metal Insulation Plate
.ASPHAL749P_IIEDBASE i.,. .•.;. - -
Min.22 ga.,type B, Min.0.75-Inch JM Fesco OMG AccuTrac Plate or OMG 3 in.Ribbed Galvalume Plate (Optional if (Optional if using
One or more layers, with 912 Roofgrip(steel only)or OMG#14 Heavy Duty, 5B5-AA,
Grade 33 steel or Board(homogeneous)or 1 per 2 using AA Ply) AA Base)BP-AA,
SC-44. any combination, De kfazt Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#12 DP SBSTA, -45.0'
min.2,500psi mtminated) JM fesco Board It, BP•AA,SBS SBS-AA,SBS-TA or
structrual Concrete loose laid (laminated) (steel only)or Dekfast#14,Trufast 3'Metal Insulation Plate AA APP-TA APP-TA
with Trufast 912 DP(steel only)or Trufast 414 HO
Min 22 OAIG AccuTrac Plate or OMG 3 in.Ribbed Galvalume Plate
ga.,type B, Min OS-loth Strucrodek (Optional 0 (Optional If using
One ar more layers, with#12 ex(aka,
(steel only)or OMG 014 Heavy Dury, SBS-AA
Grade 33 steel or Nigh Density FihePooard floo( 1 per using AA Ply) AA Base)BP-AA,
SC-45. min.2,500 psi any combination, Insulation or G-P FberBase Dekfast Ne:(aka,DekfaA PLT-H-2-7/8)with Dekfast#12 DP f7- BP-AA,SBS SBS-AA SBSTA or SBS-TA, -05.0•
structruaf concrete lowelatd HD-HDExoel (steel only)or Dekfast#14,Trufast 3'Metal insulation Plate AA APP-TA APP-TA
with Trufast#12 DP(steel only)or Waist 04 HD
Min.22o., a B, OMS AccuTrac Plate or OMG 31n.Ribbed Galvalume Plate
g NP (Optional H (Optional if using
Orta or morelayers, Min.0.25-inch Dens Deck with#12 Roofgdp(steel only)or OMG#14 Heavy Duty, 58.'-AA,
SC-06. Grade 33 steel or anycombinatlon, Primeor SECUROCK Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#12 DP iper4 using AA Ply) AA Base)BP-AA, SBS-TA, -45.0•
min.2,5M Pd (t' BP-AA,SBS SBS-AA,SBS
or
structrual concrete (ooze had Gypwm-Fiber Roof Board (steel only)or Dekfast#14,Trufast 3'Metal Insulation Plate AA APP-TA APP-TA
with Trufast 1112 DP(steel only)arTrufast 014 HO
NEty10 ETC,LLC Evaluation Report P9290A208-1121 for 7-1.1654-R23
Certificate of Authorization#32455 6"ED111ON(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Niemfnen,PE-59166 Polyglass Modified Bitumen Roof SyStemr,(954)233.1330 Appendix 1,Page 33 of 65
ONEMOjetc.
o• •s e, I o � •ae I o
I I•as e
System Deck(Nota lJ Base Insulation Layer Top Insulation Layer RoofCover(Note 15). MDP
Na Type Fasten Attach Base Pty Ply Cast Ply (Psfl
Min.22 ga.,type B, (Optioml)Onear OMG AccuTrac Plate or OMG 3In.Ribbed Galvalume Plate (Optional IF (Optional If using
Grede33 steel or more layers,any with#32 Roofgrip(steel only)or OMG#14 Heavy Duty, SRS-AA,
SC-07. Min.2-inch H-Shield WF Dekfast Hat(aka,Dekfast PLT-H-2-7/8)with Dekfast#12 OP 1 Pero using AA Ply) AA Base)BP-AA, SBSTA, -05.0•
min.2500 Uon,loose it'- BP-AA,SBS SBSAA,SBSTA or
rtreclruai concrete
laid laid (steel only)or Dekfart 1114,Tmfart 3'Metal Insulation Plate A� APP TA APP TA
with Trufast#12 OP(steel only)or Trufast#14 HD
Min.22 ga,type B, (Optional)One or (Optional if (Optional If using
SC-48. Grade 33 steel or more layers,any Min.054nrh SECUROCK 1per using AAPiy) AA Base)BP-AA, '
min.2,500 psi combination,loose Gypsumfber Roof Board OMG 3-inch Galvalume Steel Plate with OMG 1114 HD 1.78 TO BP-AA,SBS SBS-AA,SBS-TA or SESTA, -75.0
structrual concrete laid I AA I APP TA APP TA
Min.054ach Structodek
Min.22 ga.,type B, High Density Fiberboard Roof (Optional if (Optional if using
One or more layers, Dekfast Hem(aka,Dekfast PLT-H-2-7/8)with Dekfast#12 SBS-AA,
Grade in.2,5 steel or Insulation or min-015-inch (steel only) or Trufast 3'Metal lnsutation Plate with 1per win AAP SBS-TA,SC-49. any combination, 133H BP-AA,SBS) SBS-AA,SBS-TA or
min.2,5I psi loose laid De ns Deck,Dam Deck Prime Tmfast DP(steel only)or HD z APP-TA
a25
rtmctnnl concrete or SECUROCK Gypsum-Fiber AA APP-TA ,
Roof Board
..Coln-Awtim BASE -
Min.22ga.,typeB, (Optional for recover) Min.0.2Sinch Dens Dark Dekfart GaNatume5teel Hem with Dekfart gl4,OMG 3' SBS{AS,
Grade 33 steel or One or more layers, 1 per 2 SBSCA1,SBS (Optiona0 SBS-CAI,
SC Prime is SECUROCK Gahialume Ribbed Plates with OMG 1114 Re rip orTmfart f 2 CA2 SBSCA2 SBS-CQ,' F-4
min.2,500 con an se laid nation, Gypsum-Filer Roof Board 3'Metal Insulation Plates with Tiufast#14 HD Fasteners APP-CAI
rtructruai concrete loose laid
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL3654-1123
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HV1 tZ EVALUATION Revislon 21.10/08/2018
Prepared by:Robert Nfeminen,PE-59166 Polyglass Modified BHttmen Roof Systems;(954)233.1330 Append&1,Page 34 of 6S
ONEMoj'etc.
t / 1: :8 a 1 'e• 0e
0 0 0• 0 0. 0 .
System Deck Insulation Loyeds) Base Sheat Raaf Caa2t(tdote l5) MDP
No. (Notal) Type Attach Type Fasten Attach Base Ply rap Pty (Pat)
Min.22 ga.,type B,40 ksl One or more pre0m. Eiarioflex 56(film 1&inch o.c.within the flinch (Optional)585-
5[-51. steel ar min.2,500 psi layers,any Trufast 914 HD with Trufast 2"Barbed Seam Plates wide,torch-sealed or heat- SBSTA -30.0
stmarual concrete combination Attached surfaced] welded side laps TA
Trufast 915 END(steel only)or Trufast 914 HD
(concrete only)with Trufast 2.4'Barbed Metal Seam
Min.22 ga.•type B,Gra de One or more Plates,Trufast 2.4'Scoop Seam Plates or Trufast
Prelim. Polyglas M Base 2.7V Barbed Metal Seam Plates or Dekfast NIS with I&Inch o.c within the eat-
SC-52. 40 steel or min.2,500 psi layers,any wide,torchsealed or heat- (Optional]SBS SESTA -375
struarual concrete combination Attached 650 Dekfast Galvalume Steel 1-1/2'x2-3/4'Oval Barbed welded side haps TA
Plate(aka,Dekfast PLT-02-3/4-128)or Dekfast
Galvalume Steel 2-3/8'Round Barbed Plate(aka,
Dekfast PLT-R-2-3/8-6B)
Min.22 ga.,type B,Grade One or more Elastobase, Roofgrip 914 with OMG Flat Bottom Plates(square), (Optional)BP-
12-inch o.c.at min.4-Inch lap
Prelim. Dekfast 914 with Dekfast Hex(aka,Dekfazt PLT-H-2- AA,SBS-AA SBS-AA,SBS
SC-53. 33 steel l min.2,500 psi layers,any Elariobaze P or 1M and 19-Inch o.c at two,equagy 45.0-
spaced,concrete combination Attached perms-Ply 28 7/8)or Trufast 914 RD with Trufast 3'Metal spared,staggered center rows SBSTAcr APP- TA,APPTA
Insulation Plate TA
Min.22 ga.,type B,Grade One or more 12-Inch o.c.at min.flinch lap
p
SC-54. 33 steel or min.2,500 sl I y I—' ETariahase Trufast 912 DP(steel only),914 HD orN1S END with (Optional)SBS. SBS-CA7,SBS
averslaid Trufast 3"Metal Insulation Plate and 12-Inch o.c.at one CAI,S8S-CA2 CA2,APP-CAl -45.0•
rtmctrual concrete combination nsuon staggered renter row
MIn.22 ga.,type B,33 ksi One or more Prelim. West 915 END(steel onlyl or West 814 ND 12-Inch o.c.wtthm the S-inch
SC-5S. steel or min.2,500 psi layers,any Elastoflex S6 (concrete only)with 7rufast 2.4"Scoop Seam Plates wide,torch-sealed or heat- TAptional)SBS- SBS-TA X5.0
structrual concrete combination Attached or Trufast 2.75'Barbed Metal Seam Plates welded side laps
Elasiobase,
Eiastobase P,
Min.22 ga.,type 8,Grade One or more Polyglazs G2 Base, Roofgrip 914 with OMG Flat Bottom Plates(square), (Optional)BP-
]2-inch o.c.at min.4-inch lap
SC-56. 33 steel or min.2,500 psi layers,any Prelim. CertalnTeed Dekfast 914 with Dekfast Has(aka,Dekfazt PLT-H-2- AA,SBS-AA, SBS-AA,SBS
Attached Glasbase,Firestone 7/8)or Trufast$114 HD with Trufast 3'Metal and 12-loch o.c at two,equally 585-TA or APP- TA,APP-TA -525
rimctrual concrete combination M8 Base,1M Perma- Insulation Plate spaced,staggered center rows TA
Pty 28,Tamko Glen
Base or GAFGLAS N75
Min.22 ga.•type B,Grade One or more Elastobase or Roofgrip N14 with OMG Flat Bottom Plates(square), 124nch o.c.at min,flinch lap SBS-SA.APP-
Prelim. Dekfast 914 with Dekfast Hex(aka,Dekfast PLT-H-2- and 124nch o.c.at two,equally SBS-SA SA,585 TA or 325•
SC-57. 33 steel or min.2,500 psi layers,any ElastobasePwith
struarual concrete comhlnation Attached pofy top surface 7/8)or Trufast 914 HD with Wast 3•Metal spaced,staggered center rows APP TA
Insulation Plate
Min.22 ga,type 0,Grade One or more Elastobase or Roofgrip N14 with OMG Flat Bottom Plates(square), 12-inch o.c.at min.4-inrh lap
SC-58. 33 steel or min.2$00 si 1 Prelim' DeLiast 914 with Dekfast Hex(aka,Dekfast PLT-H-2- Polyllex SA
p ayers,any Attached Elastobase P with 7/8)or Tmfast 014 HD with Trufast 3'Metal and 12-Inch o.c.at two,equally Base
APP TA -525•
struaruai concrete combination poly top surface Insulation Plate spaced,staggered center news
NEMO ETC,LLC Evaluation Report P929D.02.08-R21 for FL3654-R23
Certificate of Authorization 932455 610 EDITION(2017)FBC rdON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by.,Robert Nieminen,PE-59166 Polyglass Modified Bltttmen Roof Systems;(954)233-1330 Appendix 1,Page 35 01`65
SMEMO eta.
e• a a• • • • •o• • a
• • e• a •o• • o- w
System Deck Insulation Layer(s) Base Sheat Roof Covet(Nate 1S1 MDP
No. (Notel) Type Attach Type Fasten Attach Bae Ply Cap Pty (psi)
Min.22 ga.,type B,33 ksl One or more Trufast 015 EHD(steel only)or Trufast 014 HD 6-Inch o.c within the 54nch
SC-59. steel or min.2,SDD Psi 1 Prelim. (Optional)SBS-
C-59. ,
p layers,arty Attached Elastoflex 56 (concrete only)withTrufast 2.75"Barbed Metal Seam Bride,torch-sealed or heat- TA SBSTA -60.0
structrual concrete combination Plates welded side laps
Min.22 ga.,type B,Grade One or more Trulart 015 EHD(steel only)or Trufast 014 HD 19-Inch o.c within the S•Nch (Optional)SBS SESTA
50-60. 40 steel or min.2,50D la Prelim.
psi vers,arty Elastoflex 56 Type 11 (concrete only)withTrulast 2.75'Barbed Metal Seam wide,torch-sealed or heat- TA (D6164 only) -60.0
sturctrual concrete combination Attached Plates welded side laps
Min.22 a., a B,Grade One or more (Optional)BR
B type 12-inch o.c at min.4dndtlap
Prelim. Elastobaze or Roofgrip 012(steel only)or 014 with OMG Fiat AA,SBS-AA, SBS-Aq,585-
SC-61. 33 steel or min.2,500 psi Payers,arty Attached El stabaseP Bottom Plates(square) and 124nch o.c at two,equally SESTA or APP- i0.APP-TA, -60.0
structural concrete combination spaced,staggered center mgrs
TA
Min.22 ga.,type B,Grade One or more Elastabase or 12-inch mc,at min.444 ch lap SBS-SA,APP�
Prelim. Bottom at(steelonly)or 014 with OMG flat
5462- 33 steel or min.2,500 psi layers,any Elastobaze P with and 12-Inch o.c at two,equally SBS-SA SA,SBS-7A or -60.0-
structrual concrete combination Attached o to surface Bottom Plates(square)
poly p spaced,staggered center rows APP TA
Min.22 go.,type B,Grade One or more Prelim. Roofgrip 012(steel only)or 014 with OMG Hat Palyflex SA
Elastobase or 12-inch o.c at min.4-inch lap
SC-63. 33 steel or min.2,500 psi layers,any Elartabaze P with and 12-inch o c at two,equally APP TA -60.0•
structrual concrete combination Attached poly top surface Bottom Plates(square) spaced,staggered center tours Base
Min.22 ga.,type B,Grade One or more 124nch a.cat min.44nch lap
SC-64. 33 steel or min.2$00 I Loose Trufast 012 DP(steel only),014 HD or 015 EHD with (Optional)SBS SBS-CA'SBS
psi avers,any Elartobase laid Trufast 3"Metal Insulation Plate and 12-Inch o.c.et two,equally CAI,SBS-CA2 CA2,APP-CA1 -67.5rturRural concrete combination spaced,staggered center rows
(Optional)
Min.22 ga.,type B,Grade One or more 64nch o.c,at min.4-inch lap FJastoflex 56
Loose- Trufast 012 DP(steel only)or Trufast 014 HD(steel or
SC-65. 40 steel or min.2,500 psi layers,arty Elartoflex 56 and 6-inrh o.c at one applied In 585{A1 -75.0'
structrual concrete combination laid concrete)with Trufast 3"Metal Insulation Plate staggered center row PG350 at 15-
2.0 gal/square
(Optional)
Min.22 ga.,type B,40 ksl One or more Trufast 015 EHD(steel only)or Trufast 014 HD 6-inch o.c.within the 5-Inch EJastoflex 56
SC-66. steel or min.2,5110 psi layers,any Attached
Attahhed Elastoflex S6 Type II (concrete only)with frufast 2.7V Barbed Metal Seam wide,torch-sealed or heat- applied In SBS-CAI -825•
structrual concrete - combination cPlates welded side laps PG350 at 15-
LOgaVsquare '
Min.22 ga.,type B,33 W One or mare Turlast 015 EHD(steel only)or Turfart 014 HD 12-inch o.c wRhin the S-Inch
Prelim (Optical)SBS• SESTA
SC-67. steel or min.2,500 psi layers,asry AHathed �°rtalld 56 Type 11 (mnaete only)withTurfast 2.75'Barbed Metal Seam wide,torch�sealed or heat- -825
TA
structrual concrete combination Plates welded side laps only)
NEMO ETC,LLC Evaluation Report P9290.0208-RA far FL3554-R23
Certificate of Authorization 032455 6-EDITION(2017)RBC 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 36 of 65
ONEmo'
etc.
• a •: :• s s•e• o
System Back Insulation Layer(s) Basesheet Roof Covet(Note 1% gADp
No. (Note 1) Type Attach Type Fasten Attach Base Pty Cap Ply (psi)
Trufast 915 END(steel only)or Trufast 914 HD
(concrete only)with Trufast 2.4'Barbed Metal Seam
Plates,Trufast 2.4'Stoop Seam Plates orTrufest
Min.22 ga.,type B,33 ksi One or more 12-inch o.c within the 5-inch
Prelim. Polyglass HT Base 2.75'Barbed Metal Seam Plates or Dekfast 915 with (Optional)585- SESTA
SC-68. stectrumdoncret psi layersi any wide,torch-sealed or heat- -825
structrual concrete combination Attached 650 DekfPlate It Galvae,De ume Steel 2-1/2'12-3/4'Oval Barbed welded side laps TA (D6164 only)
Plate(aka,Dekfast PLT-02-3/4-128)or Dekfast
Gahralume Steel 2-3/8'Round Barbed Plate lake,
Dekfast PLT-R-2-3/8-68)
O"or more
Min.22 ga.,type B.Grade y Prelim. Pol Dekfazt 91.5 HS with Dekfast Galvalume Steel2-3/8' 12-Inch o.c within the 5=mch (Optional)APP- SESTA,APP_
-825
80 steel combination Attached ex Round Barbed Plate(aka,Dekfast PLT-R•2-3/8-6B) wide,torch-sealed side lap TA TA
Min.22 ga.,type B,Grade One ormore Trufan 915 END(steel only)a Tmfast 914 HD
Prelim. 12-inch o.c within the 6-Inch (Optional)AFP- SBS-TA APP-
SC-70. 80 steel or min.2,500 psi layers,erry Attached Potybond or Polylle: (concrete only)with Trufast 2.4 in.Barbed Seam wide,mrchseated side lap TA TA -825
stmctrual concrete combination Plates
(Optional)
Min.22 ga.,type B,Grade One or more 12-inch o.c at min.4-Inch lap Elastoflex S6
Loose- Trufast 912 DP(steel only)or Trufast 914 HD(gee)or
SC-71. 40 steel or min.2,500 psi layers,any Elastoflex 56 and 12-inch o.e at two,equally applied In SBS-CAI -90.01
suuctrual concrete combination laid concrete)with Tmfast 3'Metal Insulation Plate spaced,staggered center rows PG350 at 1.5-
Z.0 gal/square _
Min.22 ga.,type B.40 ksi One or more Trufast 915 EHD(steel only)or Trufast 914 HD 64nch o.e within the Slnch
SC-72. steel or min.2,500 psi la Prelim. (Optional)SBS- SBS-TA�'am Attached Elaztoflex 56 Type Il (concrete only)svithTrufast 2.75'Barbed Metal Seam wide,torch-sealed or heat- TA (D6164 only) •97-5
structrual concrete combination Plates welded side laps
Trufast 915 EHD(steel only)or Trufast 914 HD
(concrete only)with Trufast 2A'Barbed Metal Seam
Min.22 ea.,type B,40 ksl One or more Plates,Trufast 2.4'Scoop Seam Plates or Trufast 64nrh o.c within the 5-Inch
SC-73. steel or min.2,500lay
si layers,an Prelim. Potyglass HTBase 2.75'Barbed Metal Seem Plates or Dekfast 415 with (Optional)SBS S85-TA - 975
p y Attached 650 Dekfast GalvalumeSteel 1-1/2'x2-3/4.Oval Barbed ode,torch�ealed or heat- TA (06164 only)
struRrual concrete combination Plate(aka,Dekfast PLT-02-3/4-128)or Dekfast welded side laps
Galvalume Steel 2-3/8'Round Barbed Plate lake,
Dekfast PLT-R-2-3/9-6B)
Min.22 ga.,type B,Grade One or more 12-Inch o.e at the min.44nch (Optional)BP-
Prelim Dekfast 914 with Dekfast Hex(aka,Dekfast PLT-H-2- tap and 184nch o.e at two, AA,SBS-AA, SBS-AA,585-
5[-74. 33steelor psi layers,any Polyhond,P°lyflex -1125
stmctrual cooncretencrete combination Attached 7/8)orOMG Roofgdp 914 OMG Flat Bottum Plates equally spaced,staggered SESTA or APP- TA,APP TA
center rows TA
Min-22 ga.,type B,Grade One or more tce:t 915 EHD(steel only)orTmfast 914 HD 6-inch o.e within the 5-Inch (Optional)SBS SESTA
Prelim.
SC-75. 40steel
ctrual min.2,5000psi cornbIarry Attached Elast°flex s6 Type 11 (concrete only)wilh Trufast 2.75'Barbed Metal Seam wide,torchsealed or heat- -135.0
structrual concrete combinaUon Plates welded side laps TA (D6164 only)
NEIJIO ETC,LLC Evaluation Report P9290.D2.D8-R21 for F11654423
Certificate of Authorization 932455 691 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by.Robert Nieminen,PE-59166 Polygiass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 37 of 65
I
�RNEMOjetc.
't o t11. o •oi e
14-90%t
System 0edr Base Insulation Layer Top Insulation Layer Roolcovet(Note'15) TROP
No. {Nora 1} primer
Type Attach Type Attach ease Ply Fly Cap Ply (Pstl
SELr-ADREAINGBAT_WIRI BASEINSuiATIONAtMDP OMUTOPiMULAt10N0FMSAMEriPE' - -
C-2 Structural (optional( Min.15-Inch H-Shield or Multi-Max FA3 PIS (Optional)additional layers(s)of D•15 SBS-SA (Optional)SBS-SA,SBS- 5BS-SA,APP-50. -67-5concrete PG100 baseinsulation TA,APP-TA 5854A,APP-TA
Structural {Opoonal) (Optional)additional layers(s)of Polyflex 5A
C-2 concrete PG100 Min.15-Inch H-Shield or Multi-Max FA3 PIS D•1S base Insulation Base
(Optional)APP-TA APP-TA -675
SBS-SA or
Structural (Optional)additional layers(s)of (Optional)S85-TA,
C•3 concrete None Min.25-inch Palyrhorm N,H-Shield 0-IS baseinsutation a ease APP-TA SBS-TA,APP,-TA -1225
C-4 Structural Iopumua0 Min.1.5-Inch Po (Optional)additional layers(s)of (Optilmal)SBS-SA,S8S SES-SA,APP-SA,
concrete PG100 lylherm,ACFoam Sor ENRGY3 Pis base insulation D•1S SOS-SA TA,APP-TA SBSTA,APp TA -135.0
C•5 Structural IOPoanan Min.IS-Inch Polytherm,ACFoam 11 or ENRGY 3 PLS (Optional)additional layers(s)of D-IS Polynex SA (Optional)APP-TA APPTA -135.0
concrete PG1oo base insulation Base
C-6 Structural None Min.1.5-Inch,min.15 pcf Insulf°am D45 (Optional)additional layers of base DIS SBS-SA
concrete insulation (Optional)SBSSA SBS-5A,APP-SA -157.5
(Optional)additional layers ofbase POWM SA
Structural Min.2-inch Paiytherm,ACFoam II,Polythemt G,
C-7 concrete None ACFoam Iii,PotythermHaramSd D-tS insulation D-IS Base primed None SBS-SA,APP-SA -170.0
PRIMER:PG1DO With PG100
Structural (Optional}additional layers of base
G$ concrete None Mue.13•tncb,man. pcf}nsutfoarn 08500 Insulation 08500 585-SA (Optional)SBS-SA SBS-SA,APP-SA -120.0
SBS-SA or
C-9 Structural None Mico 15-inch POlytherm,ACFoam II 08500 (Optional)additional layers(s)of 0&580 Polynex SA Adlj SBS-TA, SOS•TA,APP-TA -1225
concrete base Insulation Base APP-TA
Structured (Optional)additional layers(s)of (Optional)SESSA,SBS- SBS-SA,APP-SA,
G10 concrete None Min.25-Inch ENRGY3 OB500 base Insulation 08500 SBS-5ATA.APP-TA SBS-TA,APP-TA -227S
Structural (Optional)additional layers(s)of Will"SA C•11 concrete None Min.IS-Inch ENRGY3 OB500 baseinsutation OB500 Base (Optionat)APPTA APP-TA -127.5
Structural (Optional)additional layers(s)of (Optional)SBS•SA,SBS SBS-SA,APP•5A,
C-32 CmQam None Min.25•Indr PolythermHor H-Shiald 0&500 baseinsulation OB500 SBSSA TA,APP-TA SBS-TA,APP-TA ss0'0
Structural (Optional}additional layers(s)of PalynexSA
G13 concrete Norse MIn.25•Bult Palytherm Hoc H-Shtad OBSDO baseinsulation fl8500 Base
(Optionat}APP TA APP-TA -150,0
Structural Min.1-Inch Pohylhemt,ACFoam 0,PoFAhesm G, (Optional)additional layers of base PatyneK SA
08500 insulation OBSOD Ba
C•14 concrete None ACFoam BI,Polytherm H or fl-Shield
se primed None SBSSA,APP-SA -1)0.0
PRIMER:PG10D with PG100
Structural Min.15dnch PoWerm,ACFoam ll,Pol herrn M-OSFA SBSSA or
yt (Optional) layers(s)of M-OSFAor (Op6onal)SBSTA,
C-15 None Porynex SA 505-TA,APP-TA -1225
concrete G,ACFoam III,Polytherm H,WShtetd or M-PGS base insulation M•PGi Base APP-TA
MEMO EIC,LLC Evaluation Report PWM.02.034121 for F11654-1123
Certificate of Authorization#32455 60`EDITION(2017}FBC NON-HVH2 EVAIHATION Revision 22:10108/2018
Prepared by:Robert Merriam,PE-59166 Polygfass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 38 Qf 65
i
t
SNEMOjetc.
:• i • 7i :n • •'af n
System Deck primer Base Insulation layer Top Insulation Wyer Roof Cover(Note15) MBP
No. (Non,1) Type Attach Type Attach sue ply Ply Cap Pty (Psf)
Structural Min.1-inch Pn herm,ACFoam it,Pa (Optional)additional layemafbas PolyBex SA
lyt hptrerm G, M-OSFA M-OSFA or
C-16 concrete Nona q�am Ill,PolythemrHor H-Shield or At-PGI Insulation M•pGl Base primed Nacre SBSSA,APP-SA -170.0
PRIMER:PG100 with PG100
C-17 structuralNone Min.25-inch Potytherm,ACFoam 11,ENRGY3, M-OSFA (Optional)additional layers(s) M-OSFA SBS-SA (Optional)SBS-SA,SBS- SBS_SA,APP-SA, _2325
concrete N-Shield or Muld-Max FA3 base inmlation TA,APP-TA SBS•TA,APPTA
418 Structural None Min.15-inch Polythene,ACFoam ll,ENRGY3, M-OSFA (OpdorrolJ additional layers(s)of Aq,OSFA p0ly0ex SA (Opdonai}APP TA APP-TA -2325
concrete H-Shield or Multi•Max FA3 baseinsublion Base
Min.1-inth Polytherm,ACFoam ll,Polytherm G, (OptionaQ additional tayers(s)of
Structural ACFoam111.E°ergyGuard Polyiso insulation, M-OSFR "SFAor SBS-CA1,585-
C-19 concrete None ENRGY 3,Polytherm H,H-Shield,ISO 95+GL. orM-PGI base Insulation,optionally primed M-PGI SBS-SA None CA2 -290.0
Multi-Max FA3,RESiSTAar UltraNtax. with POLYBRIFE 745
Structural Min IS-inch Polythene,ACFoam A.Polytherm SRS-SA or
G20 None -20 (Optional) kyers(s}o( CR-20 Pot�it)ex SA (Opdana))SBSTA, 58S-TA,APP-TA -1225
concrete H,N-Shield base insulation Bore APP-TA
Structural Min.I-Inch Polytherm,ACFoam ll,Polytherm G, (Optional)additional layers oftese PolyRex SA
C-21 concrete None ACFoam III,Polythene H or H-Shield CR-20 insulation CR-20 Base primed None SBS-SA•APP-SA -170.0
PRIMER:P6300 with PGI00
C22 Structural None Min.25-tnch,min.2.0 pcfhoulleam CR-20 (Optional}addition.[layers of base Cg20 SBS-SA {Optional)SaS•SA 585-SA,APP-SA -240.0
concrete insulation
Structural Min.24nch Polytherm,ACFoam it Po)ytherm H OB Classic OB Classic
concrete NO°e
(full- foptional)additionallayersts)of ((u8- SBS-SA (OP donal)SBS-SA,565- 585-SA,APP-SA, _270.0
423 er H-Shield coverage) baseinsulation (fun.covega) TA,APP-TA SBS-TA,APP-TA
Structural Min,2-Inch Polythene,ACFoam II,Polytherrn ass
H OB Classic 08 Clic
(full (Optional)additional layers(s)of Polyflex SA
424 concrete None or H-Shield coverage) baseinsulation (full- (dpdona$APP-TA APPTA •270.tl
coverage) Bas°
structural G,ACF5-in ch Polytherm,ACFoam BH,H-ShermHot (Optional)additional layers(s)of Hot (Optional)SBS-SA,SBS- SBS-A,APP-SA,
425 concrete PG100 G,hieldC III,E Multi-Max
Palytherm H,H-Shield, asphalt base Insulation asphalt SMSA TA,APP-TA SBS-TA,APPTA "8a0
H-Shield CG or Mu1tFMax FA3
Structural Min.15-incb Polytherm,ACFoam ll,Polythene Hot (Optional)additional layers{s)of Hot PotyBex$A
C-26 concrete PG100 G,ACFoam III,ENRGY 3,Polythene H,H-Shield, asphalt (Optibaselonal)
ddiion asphalt base (Optional)APP-TA APP-TA -480.0
H-Shield CG or Muhl-Max FA3
SELF-AtixEaivtc Bnsst4lili8As8IRStruttlotfAni°.ta4taigoAAbi'. .;. ........ - ..: .., ... - - _ -
Structural Min.0.25-Inch Dens Deck Prime or (OPtI."q SaS•SA,SBS- SSS•SA,APPSA,
C-27 concrete None Min-1.5-inch Multi-Mas,FA3 0.i5 SECUROCK Gypsurn4lber Roof Board 0-15 585-SA TA,APPTA SBS-TA,APP-TA
Structural Min.0.25-Inch SECUROCK Gypsum- PolyRexSA
C•28 concrete None Min.25-Inch Muitt-Max FA3 0')S Fiber Roof Board �S Base IOPdonatj APP-TA APP TA -G7.8
MEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 6'EDITION(2017)FBC NON41VHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE 59166 Polyglass Modified Bitumen Roof Systems;(04)233433D Appendix I,Page 39 of 65
NNEM01jetc.
w"Ittafa.. s -: . a. • .
'NOR
System Deck Base Insulation layer Topinwiationlayer Roofcow(Nara2S) MOP
No. (Note 1) Primer Type Attach Type Attach Base Ply Ply Cep Ply (Psf)
C-29 Structural None Min.1-5-Inch,min.2.0 pcf Insulfaam,Po)ytherm, D-IS Min.0.25-Inch Dens Deck Prime D-IS SBS-SA (Optional)SBS-SA SBS-SA,APP-SA -725
concrete ACFoam 11,ENRGY 3,Polythene H or H-Shield
Structural Min.0.25-inch Dens Deck,Dens Deck (Optional)SBSTA,
C-30 concrete None Min.1.5-Inch,min.2.0 pd Inwlfoam 0-IS prime D-IS SBS-SA (Optional) SBS-TA,APP-TA -120.0
Structural Mm.0.25-Inch Dens Deck,Dens Deck Polyflex SA
G31 connote None MIn.lSinch,min.2.0 Pcf Inwlfoam 0.15 Prime D-IS Base (Optlonal)APP TA APP-TA -120.0
Min.0.25-Inch Dens Deck Prime, PolyRex SA
Structural Min.14nch Polytherm,ACFoam II,Polytherm G, DEXceil FA Glass Mat Roof Board or
C-32 None 0.15 D•IS wase primed None SBSSA,0.4P•SA -172.5
concrete ACFoam 111,Palydrerm Har H•Shfeld SECUROCK Gypsum-Fiber Roof Board
with PGS00
PRIMER:PG100
C-33 Structural None Min.2-Inch Polytherm,ACFoam ll,ENRGY-3, D-IS Min.025-inch SECUROCK Gyp-m- D-IS SBS-SA (Opti onal)5BS-SA,SBS- 585-SA,APP-SA, _247.5
concrete Polytherm H or H-Shield Fiber Roof Board TA,APP-TA SBS-TA,APP-TA
Structural Min.0.25-inch Dens Deck Prime
(Optional)Min. Polytherm,ACFoam II, (Optional)5B5-TA,
C-34 concrete None Polythene G,ACFoam III,Polythem7 H.H-Shield DDH 745ionally primed v4th POLYBRI7E D-IS SBS-SA APP-TA 5B5-TA,APP-TA -282.5
Min.0.25-Inch SECUROCK Gypsum- SBS-SA or
Structural (Optionalf Min.1.5-Inch Polytherm,ACFoam ll, Fiber Roof Board optionally primed (Optional)585-TA,
C-35 None 0.15 D4S Polyflm SA SBS-TA,APP-Tp -322.5
concrete Poiytherm G,ACFoam III,Polythene H,H-Shleld with POLYBRITE 745 or DEXcell FA Base APP-TA
Glass Mat Roof Board
Structural Min.lSinch Palytherm,ACFoam 11,ENRGY 3,H-
C-36 concrete None Shield or ISO 95+GL OB500 Min.0.25-inch Dens Deck Prime 08500 SBS-SA (Optional)SBSSA SBS-SA,APP-SA -725
C•37 Structural None Min.l54nch ENRGY 3 OB500 Min.0.25-Inch Dens Deck,Dens Deck OB500 SBS-SA (Optional)SBS-TA, SBS -TA -127.5
concrete Prime APP-TA
C-38 Structural None Min 15-Inch ENRGY3 085170 Min.025-Inch Dens Deck,Dens Deck 00500 Poiyfl-SA (Optioml)APP-TA APP-TA -1275
concrete Prime Base
Structural Min.LS-Inch Polytherm,ACFoam OB500(1,H-Shield or Min.0.25-Inch Dens Deck,Dens Deck (Optional)SBS-T0.
C-39 concrete None ISO 95+GL Prime OB500 SBS-SA (Optional) SBS-TA,APP-TA -150.0
C40 Structural None Min.1.5-Inch Polytherm,ACFoam 11,H-Shield or OB500 Min.0.25-Inch Dens Deck,Dens Deck OB500 PotyRex SA (Optional)APP-TA APP-TA -15D.0
concrete ISO 95+GL Prime Base
Min.0.25-inch Dens Deck Prime, Poly0e7t SA
concrete ACFoam 01,Pohitherm H or H-Shleld SECUROCK Gypwm4=,ber Roof Board
Structural Min.1-inch Polythene,ACFoam 11,Palythemn G, DEXcell FA Glass Mat Roof Board or
C-41 None OB500 08500 Base primed None SBSSA,APP-SA -172.5 PRIMER:PG100 with PG100
Structural None Polytherm,ACFoam II,ENRGY-3, Min.0.254-ch SECUROCK Gypwm- (Optional)SBS-SA,SBS SBS -SA,
C-02 concrete None polylherm H or H-Shleld OB500 Fiber Roof Board OB500 SBS-SA (Optional)
SBS -TA -2475
Structural (Optional)Min.1-5-inch Polytherm,ACFoam(6 (Optional)SBS-TA,
C-03 concrete None Potytherm G,ACFoam III,Polytherm H,H-Shleld OB500 Min.0.25-inch Dens Deck Prime 08500 SBS-SA APP-TA 585•TA,APPTA -2825
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate ofAuthoriration#32455 6m 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 40 of 65
ONEMOjetc.
:o a t o :• t a'f. e
a:
system Deck Primer Base lnsulatlon layer Top Insulation layer Root corm(Hote151 -MOP
No. (Nota 11 Type Attach Type Attach Base Ply Ply Cap Ply (Psf)
- SBS-SA
Structural (Optional)Min.15Polytherm,ACFoam II, Min.0.254nch SECUROCK Gypsumor (Optionl)SBS-TA,
C-44concreteNone polytherm G,ACFoamam 11 III,Polytherm H,H-Shield OB500 Fiber Roof Board or DIXcell FA Glass OB500 Polyflez SA APP-TA' 585-TA,APP-TA -322.5
Mat Roof Board Base
C-45 Structural None Min.1.5-inch PoWerm,ACFoam II,ENRGY 3,H- M-OSFA Min.0.25-Inch Dens Deck Prime M-O5FA SBS-SA (Optional)SBS-SA SBS-SA,APP-SA -725
concrete Shleld or Multi-Max FA3
Min.0354nch Dens Deck Prime, Polyflex SA
Structural Min.l-Inch Polytherm,ACFoam 11,Polytherm G, M-OSFA DE%cell FA Glass Mat Roof Board or M-OSFA or
C-06 concrete None ACFoam 111,Polytherm H or H-Shield w M-PG1 SECUROCK Gypsum-Aber Roof Board M•PG1 Base primed None SBS-SA,APP-SA -172.5
with PGIOD
PRIMER:PG300
Structural Min.15-inch Polytherm,ACFoam11,ENRGY3,H- Min.0.75-inchSECUROCK Gypsum- (Optional)SBS-SA,SBS SBS-SA,APP-SA.C•47 concrete None Shield or Multi-Max FA3 M-OSFA Fiber Roof Board M-0SFA SBSSA TA,APP-TA SBS -TA -232.5
CAB Structural None Min.2-Inch Polytherm,ACFoam 11,ENRGY-3, M-OSFA Min.0.25-Inch SECUROCK Gypsum- M-OSFA SBS-SA (Optional)56SSA,SBS SBS-SA,APP-SA, -2475
concrete Palytherm H or H-Shleld Rber Roof Board TA,APP-TA SESTA,APP-TA
5tmctural (Optional)Min.15-inch Polytherm,ACFoam SBSSA II, M-OSFA M-OSFAor (Optional)SBSTA,
C-09 concrete Inane Polytherm G,ACFoam III,Polytherm H,H-Shleld or M•PGi Min.0.25-inch Dens Deck Prime M PGl APP-TA
SBS-TA,APP-T/1 -2625
Min.0.254nch SECUROCK Gypsum- SBS-SA or
Structural (Optional)Mm.L5-Inch Polytherm,A[Foam II, M-0SFA M-OSFA or (Optional)SBS-TA,C-50 concrete Nona Polytherm G,ACFoam III,Polythemi H,H-Shield or M-PG1 Fiber Roof Board or DE%ce0 FA Glass M PG1 Polyllex SA APP-TA SESTA,APP-TA -3225
Mat Roof Board Base
Min.15-inch,mtn LO pcf Insulfoam,Min.24nch
Structural Polytherm,ACFoam 11,min.1.54nch Ultra-Max C-51 concrete None or Multi-Max FA-3,min.1.3-inch Polytherm G, CR•20 Prime Min.0.25-Inch Dens Deck,Dens Deck CR•20 SBS-SA (Optional)SBS-SA SBS-SA,APP-SA -725
ACFoam 111 or min.L04nch ISO 95+Gt,
Polytberm H,H-Shleld,H-Shleld CG or ENRGY 3
Min.0.25-Inch Dens Deck Prime,
Structural Min.14nch Polytherm,ACFoam 11,Polytherm G, DIXBcoe p
cOl FA Glass Mat Roof Board or z SA
C-52 concrete Inane ACFoam lytherm N or H-Shield
III,Po CR-20 CR-20 Base primed None SBS-SA.APP-SA -1n5
SECUROCK Gypsum-Rber Roof Board with PGS00
PRIMER:PG100
Min.LS-inch,min.2.D pcf lnsu)loam,Min IS-
Structural Inch Ultra•Max or Multi-Max FA-3,min.13-inch MIn.0.25•inch Dens Deck,Dens Deck (Optional)SBS-TA.
C-53 conte None Polythene G,ACFoam 111 or min L04nch ISO CR-20 Prime CR-20 SBS-SA APP-TA SBS --TA -240.0
95+GL,Polytherm H,14-Shield,H-Shield CG or
ENRGY3
Min.1S-Inch,min.2.0 pcf Imulfoam,Mim 15-
Inch Ulna-Max or Multi-Max FA-3.min.1.34nch
C-54 Structural None PollMin.0.25-Inch Dens Deck,Dens Deck Poly0ex SA
concrete y[henn G,ACFoam 111 or min Shleld o CR-20 Prime CR 20 Base (Optianal)APP TA APP-TA -240.0
95+GL,Polytherm H,H-Shlefd,H-Shleld CG or
ENRGY 3
NEMO ETC,LLC Evaluation Report P929D.02-08-R21 for FL16544123
Certificate of Authorization N32455 6-EDITION(2017)FBC NON-IIVHZ EVALUATION Revision 21:10/08/2018
Prepared by,Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233.1330 Appendix 1,Page 41065
�RNEMOjetc.
wo . _..r o e- •oo o
:o a o o :• . .•ea o
system Deck pdmer Base Insulation layer Top lnwn
latiatayer' Rooitvxv(Note15) ptpp
No. (Note 1) Type Attach Type Attach Base Ply Ply Cap Ply (Psf)
Min.1S-inch Ultra•Max or Multi-Max FA-3,min.
Structural L3-inch Polytherm G,ACFaam III or In.1.0- MIn.0.25-Inch SECUROCK Gypsum- (Optlonal)SBS-SA,SBS SBSSA,APP-SA,
G55 concrete None Inch ISO 95+GL.Potytherm H,H-Shield,H-Shleld CR-20 Fiber Roof Board CR-20 SBSSA TA,APP-TA SGS-TA,APP-TA •240.0
CG or ENRGY 3
Min.154nch Ultra-Max or Multl-Man FA-3,min.
Structural L34nch Polytherm G,ACFoam III or min.1.D• Mm.US-inch SECUROCK Gypsum- Polynex SA
C-56 concrete None Inch ISO 95+GL,Polytherm H,H-Shield,H-Shield CR-20 Fiber Roof Board CR-20 Base (Optlonal)APP TA APP TA -240.0
CG or ENRGY 3
Structural Min.2.-Inch Polytherm,ACFoam ll•ENRGY-3, Min 0.25-inch SECUROCK Gypsum- (Optional)SBSSA,58S. SBS-SA,APP-S0.
C-S7 concrete None Polytherm H or H-Shield CR-20 Fiber Roof Board CR-20 SBS-SA TA,APP-7A SBSTA,APP-TA -247.5 -
C-58 structural None (Optiona[)Mi..1S-Inch Polytherm,ACFoam II, CR-20 Min.0.25-inch Dens Deck Prime CR-20 SBS-SA (Optional)SBS-TA, sBSTA,APP-TA -2825
concrete Polytherm G,ACFoam Ill,Polytherrn H,H-Shield APP-TA
Structural (Optional)Min.15-Nch Polytherm,ACFoam II, Min 0.254 th SECUROCK Gypwm- SBSSA or (Optional)58S7A,
C59 None CR-20 Fiber Roof Board or DEXcell FA Glass CR-20 pow"SA SBSTA,APP-TA -3225
concrete Polytherm G,ACFoam 111,Polythemt H,H-Shield Mat Roof Board Base APP-TA
Structural None Min.2-Inch Po herrn,ACFoam 11,Po OB Classic
C-60 OR Classic
hrt IythermH (fell- Min.Roof
SECUROCK Gypsum- (Full- SBS-SA SBS SBS-SA,APP-SA. -350.0
concrete or H-Shield FiberRoaf Board TA,APP-TA SBS-TA,APP-TA
coverage) coverage)
OB Classic OB Classic
construcrete or
Polytherm,ACFoam 11,PolythermH (full- Min.0 oofB Board
Gypwm- Base xSA (Optional)APP TA APP TA -3580
C-61 concrete None or H•Shield Fiber Root Board (full- B�
coverage) coverage)
Min.15-inch Polytherm,ACFaam ll,Polytherm (Optional)SBS-SA,SBS SBS-SAAPP-SA,
Stmctural Hot MN.0.25-Inch SECUROCK Gypwm• Hot
C•62 concrete PGI00 G,A[faam III,ENRGY 3,Polytherm H,H-Shield, asphalt Fiber Roof Board asphalt SBS-SA TA,APP TA SBS-TA,APP-TA -350.0
H-Shield CG or Multi-Max FA3
MIn.15--inch Polytherm,ACFaam ll,Polytherm Gypsum. Hot PolyRex SA
C-63 Structural PG300 G,ACFoam III,ENRGY 3,Pol hem H,H-Shield, Hot Min.0.25-inch SECUROCK G
concrete N asphalt Fiber Roof Board asphalt Base (Optional)APP TA APP-TA -350.0
H-Shield CG or Muhi-Max FA3
AsP1=01TOROI A-WtlE6wk,., 4.
Structural None Min.2-irrh Polytherm,ACFoam Il,Polytherm H Min.0.25Inch SECUROCK Gypwm- (Optional)BP•AA,SBS
C-64 SBS-
concrete or H•Shield D-15 Fiber Roof Board D-IS BP-AA,SBS-AA AA SBS-AA -225.0
C65 5tmctunl None (Optional)Mim 15-Inch Polythene,ACFoam Il, D-B Min.0.25-inch Dens Deck Prime D45 SESTA,APP-TA (Optional)SBS-TA, 585-TA,APP TA -2825
concrete Polythene G,ACFoam 111,Polytherm H,H-Shield APP TA
StructuralMin.0.25-Inch SECUROCK Gypsum-
C-66 None (Optional)Min.LSinch Polylherm,ACFoam 11, DAS Fiber Roof Board or DMell FA Glass D-15SBSTA,APP TA (Optlonal)SBSTA, SBS-TA,APP-TA -322.5
concrete Polytherm G•ACFoam 111,Polytherm H,H-Shield APP-TAMat Roof Board
Structual Min.2-inch Polytherm,ACFoam ll,PolAherm H Min.0.25-Inch SECUROCK Gypsum- (Optional)BP-AA,SBS
C-67 concrete None or H-Shleld 08500 Fiber Roof Board OBSOO BP-AA,SBS-AA SBS-AA -225.0
AA
NEMO ETC,LLC Evaluation Report PSIM.O2.03-R21 for Ft1654-R23
Certificate of Authorization B32455 6"EDITION(2017)FBC NOW-HVH2 EVALUATION Revision 21:10(08/2018
Prepared by.Robert N(eminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-2330 Appendix 1,Page 42 of 65
ONEMo'jetc.
:o s s a :� a s•�o �
System Dad Base Insulation Layer •• Top Insulation layer RoofGovtt{Note 15) "MOP
Primer
No. prate l) Type Attach Type Attath Base Pty Ply Cap Pty (psf)
Structural (Dptional)Min.1.5-Inch Polythertn,ACFoam II, (Optional)SESTA,
C-68 �nvere None Polylherm G,ACFoam III,Polythene H,H-Shleld 08500 Min.0.2Slnch Dens Deck Prime OB500 SBS-7A,APP TA APP 7A SBSTA,APP-TA -2825
Structural (Optional)Min.L5-inch Polytherm,ACFoam 16 Min.0.25•Inch SECUROCK Gypsum-
(Optional)SBS-TA,
concrete None polythenn G,ACFoam 111,Polylhenn H,H-Shield 08500 Fiber Roof Board or DIXcell FA Glass OB500 SBS-TA,APP-TA APPTA SESTA,APP-TA •3225
Mat RaoF Board
Structural NoMin.2-inch Polytherm,ACFoam II,Polytherm H M-0SFA Min.0.25-Inch SECUROCK Gypsum- M-OSFAor (OptWnal)BP-AA,5BS
C-70 concrete None or H-Shleld or M-PGI Fiber Roof Board M-PG1 BP-AA,SBS-AAAA SBS-AA -225.0
Structural (Optional)Min.254ach Polythene,ACFoam SESTA
Il, M-0SFA M-OSFAor (Optional)SBS-TA,G71 cancrete None Palythemn G,ACFoam III,Polytherm H,H-Shield or M-PGi Min.0.25-inch Dens Deck Prime M-PG1 ,APP-TA APP-TA
SESTA,APP-TA -2825
Min.0.Roof
SECUROCK Gypsum-
Structural (Optional)Min.L5-Inch Polythene,ACFoam II, M-0SFA M-OSFA or (Optional)SBSTA,
C-72 concrete None Polythene G,ACFoam 111,Polytherm H,H-Shield or M-PGI Fiber Roof Board or OE7(ceB FA Glass M-PG1 SBSTA,APPTA APP-TASBS-TA,APP-TA -3225
Mat Roof Board
Min.1.5-inch Ultra-Max or Muld-Max FA-3,min.
C-73 Structural None 1.3-Inch Polytherm G,ACFoam 111 or min.10. CR 20 Min.D.25-inch SECUROCK Gypsum- CR-20 BP-AA,SBS-AA (Optional)BP-AA,SBS SBS-AA -225.0
concrete Inch 15095+GL,Polytherm H,H-Shield,H-Shield Fiber Roof Board AA
CG ar ENRGY 3
Min.1.5-inch Ultra-Max or Mufti-Max FA-3,min.
Structural 1.3-itch Polytherm G,ACFoam 111 or min.L0- Min.0.25•inchSECUROCKGypsum-
C-74 concrete None Inch ISO 95+GL,Polythenn H,H-Shield,H-Shield CR-20 Fiber Roof Board CR-20 APP-TA (Optional)APPTA APP-TA -2325
CG or ENRGY 3
Structural (Optional)Min.l.Sinch Polythene,ACFoam II, (Optional)SBS-TA,C-75 concrete None Polytherm G,ACFoam Ill,Polytherm H.H-Shield CR•20 Min.0.25-inch Dens Deck Prime CR-20 SBS-TA,APP-TA APP-TA SBSTAAPP-TA -2825
Structural (Optional)Min.15-Inch Pol Min.0.25-inchSECUROCKGypsum-
C-7fi None p ) yythern ACFoam II, CR-20 Fiber Roar Board or DEXcell FA Glass CR-20 SESTA,APP-TA (Optional)SESTA, SBS-TA,APP-TA -3225
concrete Polythene G.ACFoam 111,Polytherm H,H-Shield APP-TA
Mat Roof Board
Structural OB Classic MinOB Classic
G77 None (Optional)Min.2-Inch Polytherm,ACFoam II, pull gibe Roar Boa SECUROCK Gypsum- (fun- BP-AA,SBS-AA (Optional)OP-AA,SBS-
concrete
85 SB5-AA -225.0
concrete Polytherm H or H-Shield Fiber RooF Board AA
coverage) coverage)
OB Classic OB Classic -
C-76 Structural None (Optional)Min 2-Shi Polytherm,ACFoam II, - Min.RoofBchSECUROCKGypsum-
(lul4 "(Tali- APP-TA (Optional)APP TA APP-TA -2325
concrete Polytherm H or H-Shield Fiber Roof Board
coverage) coverage)
Min.1S4nch Polytherm,ACFoam 11,Polytherm (Optional)BP-AA,SBS
Structural Hot Min.0.25•btch SECUROCK Gypsum- Hot
G79 concrete PG700 G,ACF.amleldC 111,ENRGMuII 3,Polytherm H,H-Shleld, asphalt Fiber Roof Board asphalt BP-AA,SBS-AA AA SBS-AA -225.0
H-Shield CG or Mu1t1-Max FA3
MIn.15-inch Patytherm,ACFoam 11,Pofytherm
Structural Hot Min.0.25-inch SECUROCK Gypsum- Hot (Optional)APP-TA APP TA -2325
C-80 concrete PG10D G,ACFoam 111,ENRGY3,Polytherm H,H-Shield, asphalt Fiber Roof Board asphalt AP TA
H-Shield CG or Multi-Max FA3
NEMO ETC,LLC Evaluation Report P9290.D2.D8-R21 for 7-11654-R23
Certificate of Authorization#32455 6°'EDITION(20171 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 43 of 65
�RNEMOjetc.
•i a; e11 CID 0 •oo o .
•� :• a s a :o a a•oo 0
System Deck Base Insulation layer Topinsulationlayer Rmt Corer{Hote15) SA44
No. (Nmo 1) Primer -Type Attach Type Attach Base PIY Ply Cap Pty
(Optional if (Optional if using AA
Structural Hot 585-AA,SESTA,
C-81 concrete PGI00 Min.O.7S-Inch Fesco Board(homogeneous) asp None N/A using AA Ply) Base)BP-AA,SBS-AA APP-TA -2775
BP-AA,SBS-AA SBS-TA or APP-TA
Min.15-inch Polytherm,ACFoam 11,Polytherm (Optional if (Optional IF using AA
SWctural Hot Min.0.75-loth Fiasco Board Hot SBS-AA,SBS-TA.
C-82 concrete PG300 G,ACFoam 111,E Multi-RGY Max
x FA3 arm H,H-Shield, asphalt (homogeneous) asphalt using AA Ply) Base)BP-AA,50SAA, APP TA -290.0
H-Shield CG or Multl•Max FA3 BP-AA,SBS-AA SBS-TA.,APP-TA
(Optional if (Optional if using AA
Structural Mk>_boardR Stfuctof insulation
High Density Hot SBSAA,SESTA,
C-8.3 PG300 None N/A using AA Ply) Base)BP-AA,SBS-AA, •285.0
concrete Fiberboard Roof fnsulatlon asphalt APP-TA
BP-AA,SBS-AA SBSTAor APP-TA
Min.1.5-Inch Polytherm,ACFoam 11,Polytherm (Optional if (Optional if using AA
Structural Hot MIn-O.S-loth Structodek High Hot SBS-PA SESTA,
C-� concrete PGI00 G,Meld C III,Muhl-MENRGY ,Polytherm H,H-Shield, asphalt Density Fiberboard Roof Insulation asphalt using AA Ply) Base)BP-AA,STA APP TA -480.0
H-Shield CG or Muhl-Mx F/a BP-AASBS-AA SESTA or APP-TA
Structural Hot Hot SBS-AA,SBS-TA,
Min.154nch Polytherm,ACFoam 11,Polytherm (Optional If (Optional if using AA
C-85 concrete PG300 G,ACFoam III,ENRGY 3,Polytherm H,H-Shield, asphalt Min.0.2Sinch Dens Deck Prime asphalt using AA Ply) Base)BP-AA,SBSAA, APP TA -480.0
H-Shield CG or MDR[-Max FA3 BP-AA,SBS-AA SBS-TA or APP-TA
(Optional if (Optional if using AA
Structural Hot SBS-AA,SBS-TA,
C-86 concrete PG100 Min.D.25-Inch Dens Deck Prune asphalt None N/A using AA Ply) Base)BP-AA,SBSAA, APP-TA -510.0
BP-AA,SBS-AA SBS-TAOTAPP-TA
StructuralMin.0.2S4nch Dens Deck Prime,
Min.1-inch Polytherm,ACFoam II,Polytherrn G, S&SfA1,SBS (Optional)SBS•CAl, SBS-CA2,SBS-
C-87 concrete None ACFoam 111,ENRGY 3,Polytherm H or H-Shleld D4S OFXcell FA Glass Mat Roof Board or D-S CA2 SBS-CA2 CAZ APP-CAI -120.0
SECUROCK Gypsum-Fiber Roof Board
Strvuural Min.I-inch Polytherm,ACFoam 11,Poiytherm G, Min.0.25-fnch Dens Deck Prime or SBSCAI,SBS
C concrete None ACFoam Ill,Polytherin H or H-Shield 0-rt DEXceii FA Glass Mat Roof Board D-IS SBS-CA2 None CA2 APP-CAI -1275
C-89
Structural None Min.I•Inch Polytherm,ACFoam 11,Palytherm f)•IS G, Min.0.25-inch SECUROCK Gypsum- SBS-CA1,SBS SBSS
SBS-CAI,SB
concrete ACFoam Ill,Palytherrn Hor It-Shield Fiber her Roof Board CM
None CA2,APP-CA1 -1275
-90 Structural None Min 1-inch ENRGY 3,Polytherm H or H•Shield D-15
CMIn.0.25-titch Dens Deck Prime or DIS 5B5{AI,SBS None SBS-CAI,SBS 2325
concrete SECUROCK Gypsum-Fiber Roof Board CA2 CA2
Min.015-inch Dens Deck,Dens Deck -
Min.1-inch Polytherm,ACFoam 11,Polytherm G, Prime,DEXcell FA Glass Mat Hoof
M-OSFA,
ACFoam 111,EnergyGuard Polyiso Insulation, Board,SECUROCK Gypsum-Fiber
Structural M•OSFA or SBSG11,SBS. (Optional)S35-CM, CA2AS,SBS
C•91 concrete None ENRGY 3,P0lythetm H,N-Shield 150 95a G4 M-PGI Roof Board of SECUROCK Glass-Mat M-PGI CA2 SBSCA2,
CA2 Appy -120.0
Mu&Max FA3,RESISTA or UltraMax or min.2- Roof Board,min 7/164nch DEXcell
Inch DECKMATE Plus or DECKMATE Plus FA Cement Roof Board or min.DS-Inch
SECUROCK Cement Roof Board
NEMO ETC,LLC Evaluation Report P929D.02.09-R21 for F11654-R23
Certificate ofAuthodtation 832455 6"EDITION(2017)FBC NCN-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nleminen,PE-S9166 Polyglass Modified Bitumen Roof Systems;(954)233.1930 Appendix 1,Page 44 of 65
SNEMOjetc.
TABLEEI FIT CW,.
:e . o o :. sae•.� s
System Deck Base Insulation layer Top Insulation Wye, RoaS Etncr(Llotel5) MUP
No. Primer(Noted 'type Attach Type Attach Base Pty Ply Cap Ply (Pd)
Min.14nch Polytherm or ACFoam II,Palytherm Min.0.254nch Dens Deck Prime or
G,ACFoam III,EnergyGuard Polyiso Insulation, DEXcell FA Glass Mat Roof Board,
Structural M-0SFA, M-0SFA, SBS-CAI,SBS
C-92 Nona ENRGY 3.Polytherm H,H-Shield,150 95+GL, min.7/16-Inch DIXcell Cement Roof SBS-CAl None -127.5
concrete Multi-MaxFA3,RESISTA or UltraMax ormin.2- M-PG1 Board ar min.OStinrIt SECUROCK M-PG3 CA2,APP{Al
inch DECIMATE Plus or DECIMATE Plus FA Cement Roof Board
Min.1-Inch Polytherm or ACFoam 11,Polytherm
Structural G.ACFoam 111,EnergyGuard Polyho Insulation, M-05FA, MIn.OJS•inch SECUROCK Gypsum- M-0SFA, SBS[g1,5Bi SBS•CAl,SBS
C-93 concrete None ENRGY 3,PFA,,RESISTA
H, or Ultld,150 or G4 M-PGI Fiber Roof Board M.PG3 CA2 None CA2 APP-CAI
-127.5
Multi-Max FA3,RESISTA or UltraMax ormin.2-
inch DECIMATE Plus or DECIMATE Pius FA
Min.0.ZS4-h Dens Deck,Dens Deck
Min.l-inch Polytherm or ACFoam II,Polytherm Prime,DEXcell FA Glass Mat Roof
G,ACFoam III,EnergyGuard Polyiso Insulation, Beard,SECUROCKGypsum-Fiber
Structural Kt•OSFA, M-OSFA, SBS-CAI,SBS- SBSCAI,SRS.C-94 concrete None ENRGY 3,Polytherm H,H-Shield,ISO 95+G1, M-PG3 Roof Board or SECUROCK Glass-Mat M-PGI CA2 None CA2 -2325
Multi-Max FA3,RESISTA or U1traMax or min.2- Roof Board,min.7/16-Inch DEX.11
Inch DECIMATE Plus or DECIMATE Plus FA Cement Roof Board or min.OS-Inch
SECUROCK Cement Roof Board
Min 14nch Polytherm,ACFoam 11,Polytherm G, Min.O25dnch Dens Deck Prime,
Structural S85-CAS,SBS (OptSBSI- ai)SBSCAl, SBS-CCA-),A P-CA1
C-95 None A[Foam 111,ENRGY 3,Polythene H,HShieW or OBSOD DEXcell FA Glass Mat Roof Board or OBSOD -120.0
SBS-
concrete Multi-Max FA3 SECUROCK Gypsum-Fiber Roof Board CA2 SBSCA2 CA2,APP-CAI
Structural Min.1-inch Polythene,ACFoam 11,Polythene G, Min.0.25-inch Dens Deck Prime or SBS•CAS,SBS-
C-96
concrete None ACFoam III,ENRGY3,Polythemi H,H-Shleld or OBS00 DEXcell FA Glass Mat Roof Board 085 00 SBS-CA3 None CA2,APP{A1, -127.5
Multi-Max FA3
Min.14nch Polythene,ACFoam 11,Polythene G,
Structural Min.0.25-Inch SECUROCK Gypsum- SBSCAl,SBS SBS{A1,585
C-97 concrete None ACFoam III,ENRGY 3,Polytherm H.H-Shield or OB500 Fiber Roof Board OB500 CA2 None Cpl APP-CA1 -127.5
MuI1FMax FA3
Min.0.75-inch Dens Deck Prime,
Structural Min.1-inch Polytherm,ACFoam 11,ENRGY 3 or SBS-CAl,SBS SBS-CAL SBS.
C-98 concrete None Mu1B-Max FA3 OB500 DIXcell FA Glass Mat Roof Board or 08500 CA2 None CA2 -2325
SECUROCK Gypsum-Flber Roof Board
Min.1-inch Polytherm,ACfaam 11,Polytherm G,
Structural Min.015-inch Dens Deck Prime or SBS[Al,58i (Optional)SBS-CAI, SBS-M,SBS-
C-99
concrete None ACFoam III,ENRGY 3,Polytherm H,H-Shield or CR-20 SECUROCK Gypsum-Flber Roof Board CR-20 CA2 SBS-CA2 CA2,APP-CA1 -120.0
Muhl-Max FA3
Structural Min.1-inch Polytherm,ACFoam 11,Pelytherm G, Min.0.25-inch Dens Deck Prime or 585-CAI,SBS-
None
C-100 concrete None ACFoam 111,ENRGY3,Polythene H,H-Shield or CR-20 DEXcell FA Glass Mat RaaF Board CR-20 SRS-CAI No- -� -1275
MuRI-Max FA3
CA2,APIP
Min.1-Inch Polythene,ACFoam 11,Polytherm G,
StructuralMin.0.25-inch SECUROCK Gypsum- 585-CAI,SBS SB${Al,SBi
C-101 concrete None ACFoam III,ENRGY3,Polytherm H,H-Shield or CR-20 Fiber Roof Board CR-20 CA2 None CA]APP{0.1 -1275
Multi-Max FA3
MEMO ETC,LLC Evaluation Report P9290.D2.08-R21 forF11654-1123
Certificate of Authorization 032455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2L•10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendbt 1,Page 45 of 65
NNEM61etc.
a
:a s . e :• a s•.. •
System Deck Primer Base insulation Layer Top Insulation layer Roof Cam(Note IS) MDP
No. INat.11 _Type Type Attach Base Pty Ply Cap Ply (Prt)Structural Min.1-inch ENRGY 3,Polytherm H,H-Shield, Min.0.2-inch Dens Dedc Prime or SBS•CAS,SSS- SBS-CA3,SBSC-102concrete None Multi-Mas FA3 tAlloch
R-20 SECUROCK Gypsum-Fiber Roof Board CR-20 CA2 None CA2 -2325
_ a s :o a e: :e a s•.. • r
system Deck - - RoofCover(flateIS)
No, (Note 1) Prim"Prim" Base Ply Ply Cap Ply MDP(PSO
C-103 Structural concrete None SBS-CA1 None SBS-CAI,SBS•CA2,APP-CA3 -105.0
C-104 Structural concrete PG100 PolyRex SA Base primed with PG300 None SBS-SA,APP-SA -1175
C-105 Structural concrete PG100 SBS-SA (Optional)SBSSA,SBS-TA,APP-TA SBS-SA,APP-SA,SBS-TA,APP-TA -315.0
C-106 Structural concrete P6100 Polyflex SA Base (Optional)APP-TA APP TA -315.0
C-107 Structural concrete PG100 (Optional)SB--;-TA (Optional)SBS-TA SOS-TA -495.0
(Optional If using asphalt applied Base)BP-AA,SBS-
C-;08
Structural concrete PG100 BP-AA(Optional if using asphalt applied Ply) AAS SBS-TA or APP-TA SBS-AA,SBSTA,APP-TA -6225
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 46 of 65
ONEMOjetc.
e s e � •ee e
:� a s a :� s a •oo �
System Deck Lightwelght Concrete(Note Baselnwlation Layer COverboard Roof Cover(Note 15) MDP
No. (Note l) 14) Type ACadl Type Attach Sase44f Pty Cap Ply (Pdl
CELCORE FI2037):
SEtFADHEmNa BASE PLT
LWC1 Structural Min.200 psi,min. MinMIn.LStindt,min.2.0 pcf lnsulfoam CR-20 (Optional)Additional CR-20 SSS-SA SBS 585-SA,APP- 222.5
concrete Celcore Cellular Concrete layers of base insulation SA SA
Structural Min.200 psi,min.24nch Min.LS-Inch PDlytltenn,ACFoam II,Polytherm G, (Optional)Additional (Optional)585- SBS-SA,APP-
concrete concrete Celmre Cellular Concrete ACFoam III,ENRGY 3,150 95+GL,Polytherm H,H- CH-20 I CR-20 SOS-SA SA,SOS-TA,APP- SA,SBS-TA, -222.5
Shield,H-Shield CG,Multi-Max FA3 layers of base Insulation TA APP-TA
Structural Min.200 sl,min. Min.LS-Inch Polythene,ACFoam II,Polytherm G,
1WCd p ACFoam RI,ENRGY3,ISO 95+GL Polytherm H,H. CR-20 (Optional)AdditionalCR 20 Base SA (Optional)APP- APP-TA •2225
concrete Cefcore CeRufar Concrete Shield,H-Shleld CG,MuIU-Max FA3 layersofbase insulation Base TA
Min.Lunch Polytherm,ACFoam 11,Polytherm G, Min.Q25-loch (Optional)SBS- SBS-SA,APP
LWC-4 Structural Min 200 psi,min.2-Inch A[Foam lil,ENRGY 3,ISO 95+GL,Polytherm H•N- CR-20 SECUROCK Gypsum. CR•20 SBS-SA SA,SBSTA,APP- SA,SBS•TA, -2225
concrete Celmre Cellular Concrete Shield,H•Shleld CG,Multi-Max FA3 or min.2.0 pcf Fater Roof Board TA APP-TA
lnsulfoam
Min.15-Inch Polythene,ACFoam It,Polytherm G,
Min.0.25-inch
Structural Min.200 psi,min.24nch ACFoam III,ENRGY 3,I50 95+GL Polytherm H,H- PolyRex SA (Optional)APP-
LWC-5 concrete Celcore Cellular Concrete Shield,H-Shield CG,Multi-Max FA3 or min.2.0 pcf CR-20 SECUROGHGypzum- CR-20 Base TA APP TA -2225
lnsulfoam Fiber Roof Board
'ASFII4T0RT0RCi APPiDDBASEPLF
- MIn.L54nch Polythene,ACFoam 11,Polytherm G, Min.0,2S-inch (Optional)BP -
LWC-6 Structural Min.200 psi,min.2-inch ACFoam III,ENRGY 3,ISO 95.GL,Potytherm H,H. BP-AA,SBS- SBS-AA,SBS-
concrete Celmre Cellular Concrete Shield,H-Shield CG,Multi-Max FA3 or min.2.0 pd CR-20 SECUROCK Gypsum- CR-20 A0.APP TA AA,SBS-AA,SBS- TA,APP-TA -2225
Ie�w lnsulfoam Fiber Roof Board TA or APP-TA
DAsTaui(FL4994):
SEifrADHeR10eBASEPLr.
Structural Min.2DO psi,min 2-inch _ (Optional)Additional
LWC-7 Range 11 Elastizell Lightweight Min.L54nch,min.ZO pd Insuffoam OB500 ) 08500 SBS•SA (Optional)SBS SBS-SA,APP-; _120.0
concrete Insulating Concrete. layers of base insulation SA SA
Structural MIn.20O psi,min 24nch Min.0.25-Inch (Optional)SRS. SHSSA,APP-
LWC8 concrete Na ng.11 Elastfzel Lightweight Min.LS-inch,min.2.0 pd lnsulfoam OB500 SECUROCKGypsum• OB500 SBS-SA SA,SBS-TA,APP- SA,SBS-TA, -120.0
Insulaling Contxete. Fiber Roof Board TA APP-TA
5tructural Min.2GO psi,min 24nch Min.0.25-Inch polynex SA (Optional)APP-
LWC-9 concrete Range 11 Elastlzell Lightweight Min.L54nch,min.2.0 pd lnsulfoam OB50D SECUROCKGypsum- OB500 Base TA APP-TA -120.0
Insulating Concrete, Fiber Roof Board
Min.2DD psi,min 2tinch (Optional)SBS- SBS-SA.APP-
Structural Min.L5-Inch Polytherm,ACFoam 11,ENRGY 3,ISO (Optional)Additional
LWC-30 concrete Range IIg Concreellte.
Lfghivreight 95+GL Polytherm H or H-Shield OB500 layers of base insulation 09500 SBSSA SA,SBS-TA,APP- Sq,SBS-TA, -225,0
Insulating Concrete. TA APPTA
NEMO ETC LLC Evaluation Report P9290.02 08-R21 for fL1654-R23
Certificate of Autharization#32455 6"EDITION(2017)FBC NON-HVIf2 EVALUATION Revision 21:10/08/2018
Prepared by.Robert N(eminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 47 of 65
ONEIVIO'letc.
:D . D-DD 0
system Deck Lightweight lanaete(Note Base Insulation Layer [overboard Root Cover(Note 15) MDP
No. (Note1) 14) Type Attach Type Attach Base Ply Pty Cap Pty (pst)
Min.200 psi,min 24nch Strutt—1 MIn.35•(nrh Polytherm,ACFoam 11,ENRGY 3,I50 (Optional)Additional Base
SA (Optional)APP-
LWC-li conuete Range tl Eiasthell Lightweight g5+G4 Polytherm H or H-Shield 08500 layers of base Insulation 08500 Base 7A APP TA -225.0
Insulating Concrete.
Min.200 psi,min 2-Inch Min.025-inch (Optional)SBS- SBS-SA,APP-
Structural Min.LS-Inch Polytherm,ACFoam Ii,ENRGY 3,I50
LWC-12 concrete Rsulatig Concrete.
Lightweight 95+GL,Palvtherm H or H-Shleld OBS00 SECURoofOCK Gypsum- OB500 SBSSA 5A,585-TA,APP- SA,SBS-TA, -225.0
Insulating Concrete. Fiber Roof Board TA APP TA
Min.200 psi,min 2-inch Min.025-Inch
Structural MIn.1.5-inch Polytherm,ACFoam II,ENRGY 3,ISO Polyflex SA (Optional)APP-
LWC-13 concrete Rangel)g astizeilllghtweight 95+GL,Polytherm H or H-Shleld OB500 SEer Roof loard - 00500 Base TA APP-TA -225.0
Insulating
Concrete. Flber Roof Board
Structural Min.200 psi,min 2-inch (Optional)Additional (Optional)SBS- SBS-SA,APP-
LWC•14 concrete Range II Elastize8 Lightweight Min.1.5-Inch,min.2.0 pcf Insulfoam CR-20 layers of base insulation CR-20 SBS-SA SA SA -280.0
Insulating Concrete.
Min.200 psi,min 24nch Min.1.5-Inch Polytherm,ACFoam II,Polytherm G, (Optional)SB5- SBS-SA,APP-
SV
Structural (Optional)Additional
LWC-35 concrete Rage II g Concrete.
Lightweight ACFoam III,ENRGY 3,Iso-95+Max F Polytherm H,H• CR-20 layers of haze insulation CR-20 SBS-SA 5A,SESTA,APP- SA,SESTA, -180.0
Insulating Concrete Shield,H-Shield CG,Multi-Max FA3 TA APP-TA
Structural Min.200 psi,min 24nch Min.1.5-inch Polytherm,ACFoam 11,Polytherm G, (Optional)Additional Pol
LWC-16 Range 11 Elasthell Lightweight ACFoam III,ENRGY 3,ISO 95+GL,Polytherm H,H- CR-20 CR-20 YRex SA (Optional)APP- APP-TA -180.0
concrete Insulating Concrete. Shield,H-Shield CG,MUIU-Max FA3 layers of base insulationBnse TA
Min.1.5-Inch Polytherm,ACFoam II,Polytherm G.Structural Ran e11 lasthen 2-inch ACFoam 111,ENRGY 3,ISO 95+GL,Polytherm H.H- Mia 025-inch (Optional)SBS SBSSA,APP-;
LWC-17 concrete Range it Hastlzell Lightweight Shield,H-Shield CG,Multi-Max FA3 or min.2.0 pcf CR-20 SECUROCK Gypsum- CR-20 SBS-SA SA,Soy-TA,APP. SA,SBS-TA, -180.0
Insulating Concrete. Insulfoam Fiber Roof Board TA APP-TA
Min.1.5-Inch Polytherm,ACFoam II,Polytherm G,
Min.200 psi,min 2-inch Min.0.25-inch
LWC.18 Structural Range II Elastlze0 Lightweight ACFoam III,ENRGY 3,I50 95+GL,Polytherm H,H- CR-20 SECUROCKGypsum- CR-20 Polyflex SA (Optional)APP- APP-TA -180.0
concrete Insulating Concrete. Shield,H-Shleld CG,Multi-Max FA3 or mim 2.0 pd Fiber Roof Board Base TA
Insulfoam
.`. .. ...•,, _ _Min.200 psi,min 2-inch - Min.025-inch _ - (Optional)BP-
Stmcrural Min.15-inch PolyHherm,ACFoam 11,ENRGY3,150 BP-AA,58S SBSAA,SBS
LWC-19 concrete Range 11g astizellConcrete.
Lightweight g5r 64 Polytherm H or H-Shield 00500 SECURoof Gypsum- OB500 AA, AA.orAPP-A TA,APP-TA
-225.0
Insulating[oncrete. Fiber Roof Board TAorAPP-TA
Mi..15-Inch Polytherm,ACFoam 11,Polytherm G,
Min.200 psi,min 2-inch Min.0.25-inch (Optianan BP-
Siructural ACFoam 111,ENRGY 3,ISO 9S+GL,Polytherm H,H- BP-AA,5BS SBS-AA,58S
!WC-20 concrete Range 11 Elastncreizell Lightweight Shield,H-51ueld CG,Multi-Max FA3 or helm 2.0 pcf SE Fiber
RoofOCK Gypsum- CR-20 AA APP TA AA,SBS-AA,SBS TA,APP TA -180.0
Insulating Concrete. Insulfoam Fiber Roof Board TA or APP-TA
MFaaahz t9M(FL13492) -
SEIFADRFRmhO
LWC21 Structural Min.200ps1,min.2-Inch MIn.15-Inch,mm.2.O pcf Insulfoam CR-20 (Optional)Additional X20 SBSSA (Optional)SBS SBSSA,APP-' 2225
concrete Mearlcrete layers of base in'wlation SA SA
MEMO ETC,LLC Evaluation Report P929D.02.DB-R21 for F716544123
Certificate of Authorization#32455 Go'EDITION(2017)FBC NOW-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by Robert Nieminen,PE-59166 Polygtass Modified Bitumen Roof Systems•,(954)233-1330 Appendix 1,Page 48 of 65
ONEMOjetc.
:0 • r 0 :• 0 r'00 0
System Deck lightweight Concrete(Note Bose Insulation Layer Coverboard Roof Cover 15) - MDP
No. (Note 2) 14) Type Attach Typo Anath Base Ply Ply Cap Pb! (psi)
Min.154nrh Polytherm,ACFoam It,Polytherm G, (Optional)SBS- SBS-SA,APP-
LWC 22 Structural Min.200 psi,min.24nch ACFoam III,ENRGY 3,150 95+G Polytherm (Optional)Additional
concrete Mearlcrete L. ytherm H,H- CR-20 layers of base Insulation -20 SBS-SA SA,SESTA,APP- SA,SBS-TA, -2225
Shield,H-Shield CG,Multi-Max FA3 TA APP TA
Min.1.54nch Polytherm,ACFoam II,Polytherm G,
Structural Min.20D psi,min 2-inch (Optional)Additional PpiyBex SA (OptionaRAPP-
LWC-23 concrete Meadcrete ACFoam III,ENRGY 3,BO 95.GL,Polytherm H,H- CR-20 layers of base insulation CR 20 Base TA APP-TA -2225
Shield,H-Shield CG,Multi-Max FA3
Min.154nrh Pohtherm,ACFoam II,Polytherm G. Min,015-inch (Optional)SBS SBSSA,APP-
LWC 24 Structural Min.200 psi.min.2-Inch ACFoam 111,ENRGY 3,ISO 95+GL,Polytherm H,H- CR-20 SECUROCKGypsum- CR-20 SBS-SA SA,SBS-TA,APP- SA,SBS-TA, -2225
concrete Meadcrete Shield,H-Shield CG,Multi-Max FA3 or min.2.0 pd Fiber Roof Board TA APP TA
Insuifoam
Min.154nrh Polytherm,ACFoam II,Polytherm G, Min,0.Sf
2nch
Structural Min.200 psi,min.2-inch ACFoam III,ENRGY 3,ISO 95.GL.Palytherm H,H- ol�Bex SA (Optional)APP-
LWC-25 concrete Mearicrete Shield,H-Shleld CG,Multi-Max FA3 or min.2.0 pd CR-20 SE Gypsum- CR-20 Bow TA APP-TA -222.5
Insulfoam Fibeerr Roof
Board
.. _. -
. AsoNacToaTaxOfAPpv®BAie PLW.':
Min.lSdnch PoIythe—,ACFoam 11,Polytherm G, Min.015-inch (Oplionafi BP-
Structural Min.200 psi,min.24nch ACFoam ill,ENRGY 3,ISO 95+GL,Polytherm H,H- BP-AA,SBS 5B5-AA,S8S
LWC-26 concrete Meadcrete Shield,WShWd CG,Multi-Max FA3 or min.2.0 pd -20 SECURO[K Gypsum CR-20 pp pDP-TA SB-AA,SBS- TA,APP TA -2225
Insulfoam Fiber Roof Board TA or APP-TA
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for F1.1654-1123
Certificate of Authorization 032455 6'a EDITION(2017)FBC NON-HVHZ EVALUATION Revisfon 21:10/08/2018
Prepared by.Robert Nieminen,PE-59166 Polygiass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 49 of 55
ONEMajetc.
:a e m m :m m e•me 7;;� (Optional)
System Base insolation Layer Top Insulation LayerRoofCover(Note15) MDP
No. Deck(Notesl&12) Type Attadr Type Attar4tl CaPPIy (PSR
Existing,sound Mn.14nchPon",ACFoam 0, Min.0.254nch Dens Deck Prime,DEXceB FA SBS-CAI,SBS SBS-CA1,SBSG-21 poured gypsum or Polythene G,ACFoam 111,ENRGY3, 011500 Glass Mat Roof Board mr SECUROCK OB500A2 CA2 APP.CA1 s -1125
gypsum plank deck Palythenn N,H-Shield or Multi-Max FAB Gypsum-Fiber Roof Board
Existing,sound Min.,.Pmlytherm,ACFoam O, Min.0.25-Inch Dens Deck Prime or 585-CAI,SBS (Optional)SBS-CAI,SBS SBSCA1,SBS
G-22 poured gypsum or Palytherm G,ACFoam III,ENRGY3, CR-20 SECUROCK Gypsum-Fiber Roof Board CR-20 CA2 CA2 CA2.APP-CA1 -120.0
gypsum plankdeck Polythene H,H-Shield or Multi-Max FA3
Existing,sound Min.1-inch Polytheirn,ACFoam R, Min.0IS-inch Dens Deck Prime or DEXcell SBSCAI,SBS-
G-23 poured gypsum or Polythene G.ACFoam BI,ENRGY3, CR-20 FA Glass Mat Roof Board CR-20 SBS-CA1 None CA2.APP-M -1275
gypsum plank deck Polythene H,H-Shield or Multi-Max FA3
Existing,sound Min.Nrrch Polytherm,ACFoam R, Min.0.25-inch SECUROCK Gypsum-fiber {A
585l,SBS SBSCA1,SBS-
G-24 poured gypsum or Polytherm G,ACF...ill,ENRGY3, CR-20 Roof Board CR-20 CA2 None CA2,APP-CAI -1275
gypsum plank deck Polytherm H,H-Shleld or Multi-Max FA3
Existing,sound Min.1-Inch ENRGY3,Polytherm H,H- Min.0.25-inch Dens Deck Prime or SBSCAI,SBS SBS-CAS,SBS
G-25 poured gypsum or Shield,Multl-Max FA3 CR-20 SECUROCK Gypsum-Fiber Roof Board CR-20 CA2 None CA2 -2325
SBS-
gypsum vlank deck
e •mm •a
_ r m m• :m t m o :o s m•mo m
System Deck AnchorSheet Base Insulation Top insulation Root Cover(Iyete l5) MDP
No. (Notal) Type Fasten Attach Type Attach Type Attach Base Ply Ply Cap Ply. (P�
9-Inch o.c.at Min.15-inch Potytherm, Min.0.25-Inch Dens Deck,Dens Deck
min.44nch lap
Existing,sound Elastobase, A[Foam II,Polytherm G. Prime,SECUROCKGypsum-Fiber Roof (Optional)
poured Tn'�FM-75 and 18-inch o.c SBSAA,
G-2fi gypsum P,stobase ACFoam III,15O95tG4 Hot Board,Min.0.75-Inch Fescm Board Not BP-AA, BP-AA,SBS
or gypsum P,Po ass or FM-90 or attwo,ekryalty Pol herrn H,H-Shield, asphalt SBSTA, -05.0•
Twin Lec-Nails spaced, (homogeneous(or min.054nch asphalt SBS-AA AA,SBS-TA
pPP TA
plank deck G2 Base staggered center ENRGY 3,Polytherm or Roof
ion Density Fiberboard or APP-TA
mws
Mu10-Max FA3 Roof Insuhtlon
NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FI1654-R23
Certificate ofkuthotizatlon 932455 6"'EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/08/2018
Prepared by.Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 59 of 65
L
ONEMO.Jetc.
r o; o
r :1 B r•o• a
System Deck Top Insulation Layer. - = RaofCaver(Note 15)' _
No. - Basetnsulation Layer' _ - MDP(pz♦)
(Note 1) Type Fasten _ AM& Baseply pty Cap Ply _
Existing sound (Optionah One or more Min.025-inch Dens Deck,Dens Deck Prim a., Tmfast 7lvin Loo- (Optional if j'=,n;,1'1'1Z'ng AA Base) SBSAA,
G-27 poured gypsum or layers,any combination, SECUROCK Gypsum-Flber Roof Board or min.05-inch Nails(mM.l-indr 1p�_zugy ,SBSTAor SBS-TA, X5.0'
gypsum plank deck loose laid Structodek High Density Fiberboard Roof Insulation embedment) ft BP-AA,SBS-AA APP-TA APP TA
,D � •0 9 0
7rE4sdng
:0 r 9'a�Base Sheet RoafCover(Note15) MDP(psf)1) Type Fasten - Attach - BasePty Cap Plyured gypsum Elastobase,Elastobase P, Tmfast FM-75 or FM-90 dnfi o.c.at min.4-inch lap and 18-Inch o-In t two,equally spaced,staggered (Optianal)BP-AA,SBSAA,SBS-TA or SBS-AA,SBS-TA, -q5.0•eck Polyglass G2 Base or Twin Lot-Nails APP TA APP-TA
center rows
NEMO ETC,LLC Evaluation Report P9290.02.D8-R21 for FL1654R23
Certificate of Authorization 632455 61"EDITION 12017)FBC NON-HVHZ EVALUATION Revision 21:10/06/2(118
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)2.93-1330 Appendix 1,Page 60 of 65
ONEMojetc.
i P
:a P e a ca t o iia e
system Substrate Bese Insulation Layer Top Insulation Layer Roof Cover(Note 15) MOP
No. [Notes I&12) Type .Attach Type littach " base Ply 4b _ CapPiy
SLIFrAatte@IG BASE .,.. :., •'. . .:.;.: '._ -: .: .- .,,.
(Optional)additional layen(s)of base insulation (Optional)SBS-SA,SBS- 51154A,APP-SA,
R-1 Existing asphaltic roof Min.LS-inch Mufti-Max FA3 D-IS and/or min.0.254xh SECUROCK Gypsum-Fiber D4S SBS-SA TA,APP-TA SESTA,AFP-TA -67.5
Roof Board or Dons Deck Prime
(Optional)additional layer*)o€baseb"llation Potyflex SA
R-2 Existing asphaltic roof Min.15-inch Multi-Max FA3 D-IS and/or min.0.25-inch SECUROCK Gypsum-Fiber D-IS Base (Optional)APP-TA APP-TA .675
Roof Board or Dens Deck Prime
Min.15i-Inch Polytherm,ACFoam II, (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
R-3 Existing asphahtc root £NRGY 3 or Mufti-Max W or role.2.0pcf D-15 Min.1125-Inch Dens Deck Prime D-IS SBS-SA T0.APP-TA SBS-TA,APPTA.. -72.5
Insultaam
R-4 Existing asphaltic roof Mlm 1S4nch min.2.0 pcfinsulfoam D-I5 tOptional)additional layers(s)of base insulation D-15 SBS-SA (Optional)SBS-SA SBS-SA -BDA
Min.015-Inch SECUROCK Gypsum-Fiber Roof (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
RS Existing asphaltic roof Min.25-inch men.2.0 pd Insulfoam D-IS 0aatd 0.O SBS-SA TA,APP TA SBS-TA,AFP TA' '90.O
A-6 Existing asphaltic rant Min.154-h min.2.0 pcf Insulfoam D-IS Min.0.254ach SECUROCK Gypsum-Fiber Hoof 0.i5 PolyBax$A (Optional)APP TA APA-TA .90A
Board Base
(Optional)additional layers{s)of base insulation
R-7 Existing asphaltic roof Min'153nch Polyftrm,ACFoam 11 or 0-I5 and/or min.0.25-inch SECUROCK Gypsum•Fiber 0.15 SBS-SR (Optional)SBSSA,585- SBS-5A,APP-SA, -90.0
ENRGY3 Roof Board TA,APP-TA
APP-TA;
(Optional)additional layers(s)of base Insulation
R-8 Existing asphaltic roof EUR 15-tech Polytherm,ACFoam II ar (-G and/or mut.Q2Sinch SECUROCK Gypsum S
-liber D-IS afyilex SA (Optional}APP-TA APP TA -90.0
NRGY3 Roof Board Base
Eristatgsmoath•or
granule-surfaced asphalt Min.Mat Inch Dens Deck Prime,DIXcell FA
Wit-upmofar58s ACF(Opts ai}Mm.themnch ,ACFbamolytherm, goes Mat Raaf Board or SECUROCK Gypsum- Base
5A
RA modified bitumen or ACFoam It,Patytherm G,ACFbam iEi, D-15 fiber Roof Board 0.15 Rasa Primed None SBS-SA,APP-SA -93.8
exisunggranule,surfaced Polytherm H or H-Shield PR}MER:PG100 with PGI00
APP madifiedbibtmcn
Min.LS-inch Polytherm,ACFoam 11, (Optional)SBS-SA,SBS- SBS-Sk APF SA,.
R-10 Existing asphaltic roof ENRGY3,Polytherm H or H-Shield or min. OB500 Min.0.25-Inch Dons Deck Prime OB500 SBS-SA TA,APP-TA SSS-TA,APP-TA `725
2.0 pcf InsuHoam
Existing smooth-or '
granule-surfaced asphalt (Optional)Min.14nch Polytherm, n-025-inch Dans OeckPrime,DIXce11 FA PolyRac SA
built-up roof wSSS Glass Mat Roof Board or SECUROCK Gypsum-
R-11 modifiedbimmm or PolACFoam 1i,Polytherm P'Shied G,ACFoam III, OB500 Fiber PG100
ber Roof Board OBS00 Bash Primed None 585-SA,APP-SA -93.8
existinggranulesurfated ytherm H or it-S
PRIMER:Pti100
APmodnd himmen
R-12 FxLPstbg&wphaftic roof Min.15-Inch,min.2.0 pot Ensuffoam OB500 {Optional)additional layers of base insulation OBS00 SBS-SA (Optional)5%5-SA SBS-SA -120.0
R-13 Existing asphaltic roof Min.1.5-hsd4 I.24pcf tnsuffoam OB500 Min.0.25-(n ch SECUROCKGypsum-Hber Roof OB500 SBS-SA (DPGanaj}SBS-SA,SBS 585-SA,APFSA,' ,,(p00
Board TA,APP TA SBSTA,APP TA
NEMO ETC,LLC Evaluation Report 1`9290.02.DB-A21 for F116511-R23
Certificate of Authodzatlon#32455 6-EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/06/2018
Prepared by:Robert Nieminen,PE 59166 Polygless Modified Bitumen Roof Systems,(954)233.1330 Appendix 1,Page 61 of 65
ONEMOletc.
:. e s o :. s a•a o .
System Substrate Base Insulation lever Top Insulation Layer Roof Cover(Note IS) MDP
No. (Nato I&12) Type Attach Type - Attach Basepty. Pty Cap Pw (Ird)
R-14 Existing asphakicroof Min.15-inch,min.2.0 pd iruulfoam 08500 Min.0.254nch SECUROCK Gypsum-Fiber Roof OB500 Polpflex SA (Optional)APP-TA APP-TA -120.0
Board Base
Min.l5inch Polytherm,ACFoam 11, (Optional)addki.nal layers(s)of base insulation (Optional)SBS-SA,SOS- SBS-SA,APP-50.
R-15 Existing asphaltic roof ENRGY3,Polytherm H or H-Shield OBSOO and/or min.0.254nch SECUROCK Gypsum-Fiber 08500 SBS-SA TA,APPTA SBS-TA,APP-TA -1275
Roof Board
Min.1.5-Inch Palytherm,ACFoam 11, (Optional)additional layers(s)ofbase Insulation Polyflex SA
R-16 Existing asphaltic roof ENRGY 3,PolythermHar H-Shield 08500 and/or min.025-Inch SECUROCK Gypsum-Fiber OBS00 Gaze (Optional)APPTA APP-TA -1275
Roof Board
R-17 Existing asphaltic roof Min.15-Inch Polviberm,ACFoam 0, M-OSFA M(n.0.25-Inch Dens Deck Prime M-OSFA SBS-SA SBS-SA,SBS- SBS-SA,APP-SA, -725
ENRGY 3,H-Shield or Multi-Max FA3 TA,APP-TA SBS-TA,APP-TA
Existing smooth-or -
limmile-surfaced asphalt Min.025-inch Dens Deck Prime,DEXcell FA
built-u (Optional)Min,therm ,ACFelm, Base primed
proofar585 M-OSFA Glass Mat Roof Board or SECUROCK Gypsum- M-0SFA
R-18 modified bitumen or ACFoam 11,Polythene G,ACFoam III, or M-PGI Fiber Roof Board or M-PGI Base primed None 585-SA,APP-SA -93.8
existinggranule-surfaced PolythermHor H-Shield PRIMER:PG100 with PG100
APP—Iffled bitumen
Min.15-inch Polytherm,ACFoam 11, (Optional)additional layers(s)of base insulation (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
R-19 Existing asphaltic roof ENRGY 3,H-Shield or Multi-Max FA3 M-OSFA and/or min.0.25-Inch SECUROCK Gypsum-Fiber M-0SFA SBS-SA TA,APP-TA SBS-TA,APP-TA -3575
Roof Board
Min.15inch P.lytherm,ACFoam 11, (Optional)additional layersts)of base insulation poltin SA
R-20 Existing aspha'IUc roof ENRGY 3,H-Shield ar Multi-Max FA3 M-OSFA and/or min.0.254nch SECUROCK Gypsum-Fiber M-OSFABase (Optional)APP-TA APP-TA -1575
Roof Board
Min.15-inch min.2.0 pcf Insulfoam,
Min.2-Inch Polytherm,ACFoam 11,min.
1.5-Inch Ultra-Max or Multi-Max FA-3, (Optional)SBS-SA,SRS- SBS-SA,APP-SA,
R-21 Existing asphaltic roof min.1.3-Inch Polytherm G,ACFoam 111 or CR-20 Min.0.25-inch Dens Deck Prime CR-20 585-SA TA APP-TA SBS-TA,APP-TA -725
min.1.0-inch ISO 95sGL,Polytherm H,H-
Shield,H-Shield CG or ENRGY 3
Exanngsmooth-or
granule-surfaced asphalt (Optional)Min.1-inch Palytherm, Min.0.75-Inch Dens Deck Prime,DEXcell FA P.Wex SA
R22 bulit-.proof.,SB5 ACFoam 11,Pal Glass Mat Roof Board or SECUROCKGypsum-
ylhermG,ACFoamlll, CR-20 CR-20 Base primed None S85-SA,APP-SA -93.8
modfiedbitumen or Fiber Roof Board
existing granule-surfaced Polytherm H or H-Shield with PG100
PRIMER:PG100
APP modiRed bitumen
R-23 Existing asphaltic roof Min.1.54nchmin.2.Opetlnsulfoam CR-20 (Optional)additional layersis)of base insulation CR-20 SBS-SA (Optional)SBS-SA SBS-5A -240.0
R-24 Existing asphaltic roof Min.15-inch min.2.0 pd tnsulfoam CR-20 Min.0-25-inch SECUROCK Gypsum-Fiber Roof CR-20 SBS-SA (Optional)585-SA.SBS- SBS-SA,APP-SA. -240.0
Board TA,APP-TA SBS-TAAPP-TA
NEMO ETC,LLC Evaluation Report P9290.02 084M for FL3654-R23
Certificate of Authorization 832455 6-EDITION(2017)FBC NON-HVHZ EVAWATION Revision 21:10/08/2018
Prepared by:Robert Nieminen,PE-59166 Polyglas Modified Bitumen Roof Systems;(9S4)233.1330 Appendix 1,Page 62 of 65
ONEMOletc.
• •
:• • � • B B t '0 0
System Substrate easeInsulation toyer Top Insulation Laver rCover15) 724aO
.No.. (Notesl&12) Type Attach Type Attach Base Ply Cap Pty Max or Multi-Max FA-
(optional)additional layers(s)of base Insulation, . herm GACFBam 111 (Optlpnai)SBS50.SBS SBSSIS,APP-S0.R-25 Exlrting asphaltic roof 95+6L,Polytherm H, CR-20 and/or min.0.2Sinch SECUROCK Gypsum-Fiber CR-20 SBS-SA TA,APP-TA SESTA,APP-7A
H-Shield,H-Shield CGor ENRGY3 Roof Board
Min.IS•inch Ultra-Max or MAI FA-
(Optional)additional layers(s)of base insulation
R-26 Existing asphaltic roof 3,min.L-Inch ISOPol95erm G,ACFoam 01 CR-20 and/or min.0.25-Inch SECUROCK Gypsum-Fiber CR-20 Base x (Optional)APP-TA APP-TA -240.0
or min.LO-Inch ISO 95+134 Poly[herm H, Base
H-Shield,H-Shield CG or ENRGY3 Roof Board
Min.2-Inch Poiytherm,ACFoam 11, (Optional)additional layers(s)ofbase insulation (Optlonal)SBSSA,SBS SBS-SAAPP-SA,R-27 Existing asphaltic roof ENRGY-3,PBlytherm H or III Roof
and/Br min.0.25-inch SECUROCK Gypsum-fiber CR-20 505-SA TA,APP-TA SBS-TA,APP-TA
-2475
Roof Board
(Optional)additional layers(s)of base insulation
R-20 Existing ro halth:roof Min.2-Inch Polytherm,ACFoam II, CR-20 and/or min.0.2Sinch SECUROCK G PotyRex SA
p ENRGY-3,Polytherm H or H-Shield / YPsum-Fiber CR-20 Base (Optional)APP-TA APP TA -2475
..
Roof Board
-AwifALroxTora APPnIDBnse'.> '. - -•: :.- ,.., -.-.". .:�:. -`, -
R-29 ExistingMin.0.25-inch Dens Deck,Dens Deck Prime or BP-AA,SBS- `
asphaltic roof Min.15-inch MultiI FA3 D-IS D-IS (Optional)or AA,SBS SBS-AA,SESTA
SECUROCK Gypsum-Fiber Roof Board A0.5BSTA, AA,SESTA or APP-TA or APP-TA •67'5
APP-TA
Min.154nch Poi herm,ACFoam 11 or Min.0.25-Inch Dens Deck,Dens Deck Prime or BP•A0.SBS-
R-30
BS
R•30 Existing asphaltic roof D-IS D-IS AA,SESTA, (Optional)orA0.SBS orSBS-AkAPP-SBS7A, 900
ENRGY3 ormin.2.0 polnsuiFoam SECUROCK Gypsum-Fiber Hoof Board APP-TA
AA,58STA or APP TA or APP-TA
Min.15-inch Polytherm,ACFoam II, Min.11.25-inch DensDeck,Dens Deck Prime or BP-A0.SBS (Optional)BP-AA,SBS SBS-AASBS-TA,R-31 Existing asphaltic roof ENRGY 3,H•Shield or IS095+GL OBSGD SECUROCK Gypsum-fiber Roof Board OB500 AA, PA,SRSTA w APP-TA or APP-TA -127.5-127.5APP-TA-TA
Min.15-inch Pol herm,ACFoam il, Min.025-inch SECUROCKG sum-Fiber Roof BP-AA,SBS
R-32 Existing asphaltic roof K M-OSFA yp M-OSFA AA,SB TA (Optional)BP-AA,SBS SBS-AA,SBS7A, -1575
ENRGY 3,N-Shield or Multi-Max FA3 Boats �P 1 AA,SBSTA or APP-TA or APP-TA
Min.154nch Ultra-Mair or Multi-Max FA-
3,min.13-inch Polytherm G,ACFoam ill
Existing asphaltic roof or min.LG-Inch ISO 95+GL.Polytherm H, CR-20 Min.025-inch SECUROCK Gypsum-Fiber Hoof CR 20 BP-AA, (Optional)BP-AA,SBS-
R-33 SBS-AA 225.0
H-Shield,H-Shleld CG or ENRGY 3 or min. Board AA AA
2.0 pd Insu0oam
Min.15-Inch Ultra-Max or MUttl-Max FA-
3,min.13-Inch Polytherm G,ACFoam 111 Min.02S4nch SECUROCKGypsum-Fiher Roof
R-34 Existing asphaltic roof or min.L04.ch ISO 95+GL,Polytherm H. CR-20 Board CR-20 APP-TA (Optimal)APP-TA APP-TA -2325
H-Shield,H-Shield CG or ENRGY 3 or min.
2.0 pd Insulfoam
}COLD APPtIFD BAS$. .• � ::,-' +.: �- .: '. .-'... . .. -._ `' ':-,....._. - - - -
MEMO ETC,LLC Evaluation Report P9290.02-08-R21 for FL1654-R23
Certificate of Authorization#32455 60'EDITION(2017)FDC NON-fiVH2 EVALUATION Revision 21.10/08/2018
Prepared by:Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 63 of 65
ONEMcfjetc.
a o
:t a s a :t a s•to a
System Substrata Base Insulation Layer Top Insulation Layer Roof Goner(Note 15) Map
No. {Notes 7 a 12} Type Attach Type Attach Base Ply, ply Cap Ply hast}
(Optional)Min.24nch Polythene, Min.0.25-Inch Dens Deck Prime,DEXcell FA SBSCAL (Optional)SSSCA3, SBS-CAI,SBS-
R-3S Existing asphaltic real ACFoam 0,Polythene G,ACFoam IR, D-15 Glass Mat Roof Soard or SECUROCK Gypsum- D-IS SBS CA2 5B5-CA2 CA2,ppp.Cpl -90.0
ENRGY 3,Polytherm H or H-Shield Fiber Roof Board
{Optional)Min.14nch Polytherm, Min.0.25-inch Dens Deck,Dens Deck Prime,
ACFoam 11,Polytherm G,ACFoam IB, DEXceff FAGlass Mat Roof Board,SECUROCK
EnergyGuard Po)14so Insulation,ENRGY 3, M-0SFA, G
R-36 Existing asphaltic roof Polytherm H,H-Shleld 150 95+GL,MultF Gypsum-Fiber Hoof Board orS£CUROCK Glass- M-0SFA SBS C'Al, (Optional)5B5-CAI, SBS CAI,SBS -120.0
Max FA3,RESISTA or U)traMax or min.2- M-PG1 Mat Roof Board,min.7/16-inch DEXcell Cement or M-PGS SB54ZQ S85-CA2 CA2,APP-CAI
Inch DECKMATE Plus or DECKMATE Plus Roof Board or min.OS-inch SECUROCK Cement
FA Roof Board
(Optional)Min.1-inch Potytherm or
ACFoam 11,Polythene G,ACFoam III, Min.0.254nch Dens Deck Prime or DEXcell FA
EnergyGuard Polyiso Insulation,ENRGY 3, M-0SFA, Glass Mat Roof Board,min.7/164nch DEXceil M-OSFA SBS-CA1,SBS
R-37 Existing asphaltic roof Poiytherm H,H-Shiald,ISO 95+Gt,Multi- SBS{Al None -1275
Max FA3,RESISTA or UltraMax or min.2- M-PG1 Cement Roof Board or min.DS-inch SECUROCK M-PGl CA2,APP-CAI
inch DECKMATE Plus or DECKMATE Pius Cement Roof Board
FA
(Optioned)Min.144th Polythene or
ACFoam 11,Polythenot G,ACFoam 111,
EnergyGuard PoMw Insulation,ENRGY 3, 0S S -127
Mtn. SECUROCK Gyps
fA, umbar Roof Md5FA, S85•C43, SBfrCA1,
R-38 Existing asphaltic roof Polytherm H,H-Shleld,15095+GL Multi- M-OSM-PGi Board M-PGI SBSCA2 None CA2ABS- 5
Max FA3,RESISTA or URraMax or role,2-
inch DECKMATE Pius or DECKMATE Plus
FA
(Optional)Mtn.1-inch Polythene or Min.0254ach Dens Deck,Dens Deck Prime,
ACFoam 11,Polythene G,ACFoam Ili, DEXcell FA Glass Mat Roof Board,SECUROCK
EnergyGuard Polyrso insulation,ENRGY 3, NFOSFA, Gypsum-FiberRaof Board orSECUROCKGlass- M-0SFA, SBS-CAi, SBS-CA2 SBS
R-39 Existing asphaltic roof Polytherm H,H-Shield,15495+Gt.Multi- M-PG7 Mat Roof Board,min.7/16-Inch DIXcall Cement M-PGF SBSCA2 None - -1575
Max DECIMATE
REATE P or or DECKMATE
or min.2- Roof Board or rule.OS-inch SECUROCK Cement
Inch DECKMATT:Plus or DECKMATE plus Roof Board
FA
(Optional)Min.binch Polytherm, Min.0.25-Inch Dans Deck Prime,DEXcell FA
ACFoam I1,Polythene G,ACFoam 111, SBSCAl, (Optional)SBS-CALSBSdAI,SSS
R-40 Existing asphaltic roof ENRGY 3,Potytherm H,H-Shield or Multi- OB500 Glass Mat Roof Hoarder SECUROCKGypsum- 08500 S&S-CA2 SBS{A2 CA2,APP
Max FA3 {Al -120.0
Fiber Roof Board
(Option,"Min.1-Inch Polytherm,
R-41 Exist ACFoam Il,Polythene G,ACFoam Ili 69n.OZS-inch Gens Deck Prime or DEX-11 FA SBS•CAI,SBS
I:+g asphaltic roof ENRGY 3,Polytherm H,H-Shield or Multl- OBS DD Glass Mat Roof Hoard 08500 SBS-CA' None CA2,APF CAI -12TS
Max FA3
NEry10 ETC,LLC Evaluation Report P9290.02.0&R2I for FL1654•R23
Certificate of Authorization 032455 6u'EDITION(2017)FOC NON-HVt11 EVALUATION Revision 21:10/08/2018
Prepared by:Robert Niemfnen,PE-59166 Pofyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 64 of 65
i
ONEMOjeft.
e e
:o Pjp4qffCOVER
System Substrate Base Trunla0in Layer Top Insulation layer Roof Cover(Note 15) MOP
No. (No ted&12) Type Attach Type Attach Base Ply Pty Cap Ply (P.,
(Optional)Min.2-Inch Polythene,
R-02 Existing asphaltic roof ACFoam ll,Potytherm -in
G,ACFoam fit, OB500 Min.0.75ch SECUROCKGypsum-Fiber Roof OB500 SBS-CA1, None SBS-M.SBS-
ENRGY 3,Polytherm H,H-Shield or Multi. OB500 SRS-CA2 CA2,APP-CA2' -127.5
Max FA3
(Optional)Min.1-inch Polytherm,
R-03 Existing asphaltic roof ACFoam II,Polytherm G,ACFoam 111, CR 20 Min.0.254nch Dens Deck Prime or SECUROCK CR 20 SBS-CAL (Optional)SBS-CAI, SBS-CA1.5B5-
ENRGY3,Polytherm H,H-Shield or Multi- Gypsum-Fiber Roof Board SB&CA2 5BS-CA2 CA2,APP-CAI: -120.0
Max FA3
(Optional)Min.1-inch Polythene,
R-44 ExistingACFoam II,Polytherm G,ACFoam III, Min.0.754nch Dens Deck Rime or DfXcefl FA SBS-M,SBS
-
EN asphaltic roof ENRGY 3,Polytherm H,H-Shleld or Muhl- -20 Glass Mat Roof Board CR-20 5B5-CA3 None CA2,APP{A3 -127.5
Mork FA3
(Optional)Min.1-Inch Polytherm,
R-05 Existing asphaltic roof ACFoam ll,Polytherm G,ACFoam Ili, CR 20 Min.0.25-inch SECUROCKGypsum-Fiber Roof CR-20 SBS{A1, None SBS-M,SBS -1275
ENRGY 3,Polylherm H,H-Shield or Multi- Board SBS-CA2 CA2 APP.CA1
Max FA3
(Optwnal)Min.14nch ENRGY 3, MIn.0.25-inch Dens Deck Prime or SECUROCK SBS-CAI, 585-CAI,SBS
R46 Existing asphaltic roof Polythene H.H-Shield,Multi-Max FA3 CR-20 Gypsum•FRrer Roof Board CR-20 SBSCA2 None CA2 -232.5
w p i
o n :o s n: :ons•ea o
system No. Substrate Primer Roafcover(Note is) MDP(psQ
(Notes i&12) Base Ply Ply Cap Ply
R-07 .off g axphaltic PG100 BP-AA(Optional If using asphalt applied P (Optional If using asphalt applied Base)BP-AA,SBS
.of ( P g P PP tVl pA,SBSTAar APP-TA SBS-AA,SBS-TA,APP-TA
NEMO ETC,LLC Evaluation Report P9290.02.084UI for FL1654•R23
Certificate of Authorization 932455 6a'EDITION(2017)FCC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by:Robert Niemfnen,PE-59166 Potygiass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 65 of 65
9/16/2019 Florida Building Code Online
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USER:Public User
Product Approval Menu>Product or Application Search>Application list>Application Detail
i s FL# FL16048-R6
��T4a.°.-<3�...�.--':___sem,:_=:c•_
Application Type Revision
Code Version 2017 REVIEWED FOR
Application status Approved CODE C®MPLIANCE
Comments ST. LUCiE CO
pNTY
Archived ,ggoo �6d�tl ll
®�dd
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com IVIR
Authorized Signature David Ruiz copy
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
(201)842-2449
david.rulz@tiibuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.od�
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL1897 2012
Equivalence of Product Standards
Certified By
httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdY!NDWrwipmtAnRBjv9FYHTk4FLCxcgVtRhfvMw%3d%3d 1/2
79116/2019 Florida Building Code Online
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summa ry of Products
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVH7—No FLI6048 R6 11 2017 09 FINAL ER TRI-
Approved for use outside HVHZ-Yes BUILT UNDERLAYMENTS FL16048-R6.pd
Impact Resistant-N/A Verified By:Robert Kleminen PE-59166
Design Pressure:+N/A/-150 Created by Independent Third Party:Yes
Cther:1.)The design pressure noted herein pertains to use of Evaluation Reports
foam-on the systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI-
for one particular application.See ER Section 5.6.4 for details. BUILT UNDERLA,Y M
ENTS FL16048-R6.p SLf
2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Flood,Tallahassee Fl.32399 Phone*850-487-1824
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mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact OSCA87.1395.*Pursuant to Section 4S5.275(1),
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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
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EXTERIOR RESEARCH&DESIGN,I.I.C.
�
Certificate ofAuthorization wg503
�SCHR|S �NS[REE[UNIT#
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``�` R1" IUT`ERD OXFORD,CT OG47AUWU
' (203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-�i(i
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2617
SCOpc:
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 d o'cumentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building [ode, Residential Volume. The
products deschbed herein have been evaluated for compliance with the I�* Edition (2017) Florida Wilding Code
sections noted herein.
DEsCmpnom: TRI-BUILT Rmmfgmdwrlaymwo1s
KAaeumm; Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report isvalid 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. if the product
changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
&owsnnSsMsmr The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed,in
advertising literature. ifany portion ofthe Evaluation Report isdisplayed,then it shall bodone inits entirety.
Vnopccnom:Uponnequest,acopyoftbbenboeEva|uadonReportshaUbeprovidedtotheuserbythemonufactuneror
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists afpages 1through G'
Prepared by: fill
Robert J'M'Nienmbmen'P.E' n=m=���a°,=°�g=~°�~u�/���*m=*='
F���R^gbm,�mNo5�6�F���o�\4KE1gox -` --'`�' pc�mv�udocument
um*��=*,""~�=°u��=w��u
Comnomowo,INDEPENDENCE:
z. Trinity|ERo does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing!n,
distributing products itevaluates.
2. Tnnuv|ERnionot owned,operated p,controlled by any company manufacturing mdistributing products itevaluates.
y. Robert Nleminen,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 mieminen,pE.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This isa building code evaluation. Neither Trinity I ERD nor Robert Nieminen,P.E.are, in any way,the Designer of Record for any
project onwhich this Evaluation Report,o,previous versions thereof,i,/was used for permitting v,design guidance unless retained
specifically for that purpose.
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ROOFING COMpOmEmvEvwuwunoW:
2. SCOPE:
|
Product Category: Roofing
Sub-Category: Undedayment
Compliance Statement: TRI-BUILT Roof UnderlaVmemts^ as produced byTRNBUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the e Edition(2017)Florida Building Code through testing
inaccordance with the following Standards. Compliance issubject tothe Installation Requirements and Umitotiovs/
Conditions ofUse set forth herein.
2. STANDARDS:
�
Section property Standard Year
1504.3'1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 xuzz
1504.6 Accelerated Weathering ASTM(33-55zons
1507�.4/1507.1'1,1507.2.9.2 Physical Properties ASTM D1970 zuzs
15073.3 Physical Properties rnSx/TV|April 2oz2(041z) D]zu
3. REFERENCES:
Entity Examination� Reference Date
� EnD(TsTnwm) Physical Properties s40e40o2.13'1 02/19/2013
Enn(T5r 049) Physical Properties s40540.11.13 11/19/2013
' } em ��>�� 03/26/2014cno[o;n�w� phvmcapmp es . .
! coo(TSTan4y) Physical Properties 544870�4.14-2 04/02/2014
sno(nSTwn4y\ Physical Properties s44870�4.14-3 04V02/2014
sno(7sTamm) Physical Properties 544870.04.1+1 04/10/2014
sno(TsToow9) Physical Properties s44970.04.1+4 04V10/2014
| EuopsTan4y> Physical Properties S43530.02.1+1.xz 0$14/2014
cno(TST604y) Physical Properties m3530.05.14 05/28/2014
Exo(TSToV4y) Physical Properties 540540.10.14 10/31/2014
FRD(TST6049) Physical Properties a7645.02.15 02/13/201s
Eno(Tsn6o49) Accelerated Weathering sc8520u4.15 os/zr/znzs
snopSr 049> Wind Resistance sc14045.05.17-nz 06/07/2017
ui,ULC.(Q|m9625) Quality lim Control Mv|upluustiog R16814 12/10/2015zs
UL,LLC.(QVm*625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Trii-$oOt Sand'R SA Shingle Underlaymertba self-adhering, glass-mat reinforced, send-sudaced, SBS
modified bitumen roof underlayment,m6th a 36-inch sheet width;meets ASTM D1970.
4.2 Td-Built S/V\HTTU Underaymentisaself-adhehng, non-wovenpo|yemerfabhcsurfaced,SB5mudhied
bitumen roof underlayment meets ASTM D197Oand FR8A/TR\April%U12'
4.3 Tri-Built Smooth HT S/A Underlaymmamt is a self-adhering, glass-mat reinforced, film-surfaced, S86
modified bitumen roof undedayment meets ASTM Q197O.
S. LIMITATIONS:
�.1 This is m building code exa|vmdun. meitherninity}ERD 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 p.urpose.
5.2 This Evaluation Report isnot for use|nFBCHVUZjurisdictions.
5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Maten�b
Directory for fire ratings ofthis product.
Evaluation -
c»*V7corepy^°thpri2atwnv9e03 o=EDITION(2om)Fncmom-xxxZEVALUATION r1.1608f6
TRI-BUILT Roof uuurnaymmnts,pmms1s-1ms Revision 6:09/25/2017
Page up,s
' TRNMEkD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1 ROOF COVER;OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-11 SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives J underlayment combinations.
TABLE 9 A:'ALLOwABLE TILE ADHESIVE/;UNQERt AYMENT COMBINA710N51
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset°AH-160 FL6332 Tri-Built S/A HT TU Underlayment
DOW TileBond' FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tei-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authoriradon#'9503 6'EDITION(2017)FSC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underfayments;(800)516-1485 Revision 6:09125/2017
Page 3 of 6
"si J L'7
ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM 0226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A'or
FBC 2609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up)to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.20.12-R6
Certificate of Authorization#9503 6-EDITION(2017)FEC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
TRINITY iERD
5.6.4.1 For mechanically.attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April-2012(04-12),Appendix A,Table.1A.
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1.29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations-
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABi.E SitPPAGE tij DIRECT=EIEGi{TiLtE INSTALLATIONS
i
"j
Underlayment Tile Profile Staging Method Maximum
.Slope
Flat Max.10-tile stack 6-12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack I
shall-be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment
Lugged Vh
w6M",z;
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
cerdflcare of Authorization#9503 e EDMON(7017)FOC NON-HVHZ EVALUATION FL16048-RQ
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/2512017
Page 5 of 6
RINITTERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri Built Sand-R SA Shingle Underlayment.Tri-Built SIA HT TU Underlayment or Tri-Built Smooth HT SIA
Underlavment•
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-rile applications:
While priming is optional,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll,broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be'6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge'.in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built SIA HT TU Underlayment onl
Reference is made to FRSA/TR1 April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications,reference is made to Section S.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2022(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.22-R6
Certiftcate olAuthorkation#9503 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6.09/25/2017
Page 6 of 6
9/16/2019 Florida Building Code Online
�- :-,
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Bas Home I Log In ; User Registration I Hot Topics j Submit Surcharge Stats&Facts ? Publications Contact Usearch Site Map ; Links, Search j
�I ilCa
/ }Product Approval
`- USER:Public User
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Product Approval Menu>Product or Application Search>Application Ust>Application Detail
F REVIEWED FOR
Application Type Revision R7
CODE COMPLIANCE
Code Version2017
Application Status Approved ST. L U C I E COUNTY®UNT
B®CC
Comments 08/18/2017v.date reapply 08/21/17
Archived (/ `
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
fivalidation@yahoo.com
Authorized Signature Richard McKuhen File Copy
flvalidaUon@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R.Priest,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
httpsJ/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeBOkCHzEgvOQveeg°/a3dp/pad 1/3
9/1612019 Florida Building Code Online
.Product Approval Method Method 1 Option 0
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
Summary of Products
FL*
I Model,Number or Name Description
17022.1 A 1-"SV Crimp"(R6)- 26 Gauge steel,3/8"rib height,24"wide lapped roof panel
mechanically attached to 15132"plywood or Wood Deck with
fasteners
Limits of Use i Installation Instructions
Approved for use In HVHZ:No FL17022 R7 IT FL 17022A 5 V CRIMP ssrp_df
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact
t Resistant:No Created by.Independent Third Party-Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pAf
assembly in compliance with the Installation method listed In Created by Independent Third Party:Yes
this report and applicable code sections of FBC.Refer to
manufacturer's Installation Instructions.
17022.2 2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel,
mechanically attached to 15/32"plywood or Wood Deck with
exposed fasteners
Limits of Use installation Instructions
Approved for use In HVHZ:No FL17022 R7 II FL 17()22.7 5 V CRIMP 0.032 ALUM ssr.p f
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pSLf
assembly In compliance with the installation method Ilsted In Created by Independent Third Party:Yes
this report and applicable code sections of FBC.Refer to
manufacturer's Installation Instructions.
17022.3 3-"1.5' Mechanical Seam"(115) 1.5"rib height,16"wide,24 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with clips and fasteners.
Limits Of Use Installation Instructions
Approved for use In HVHZ:No F"7022 R7 11 Fl-17022.3 1.5 MECHANICAL
Approved for use outside HVHZ-.Yes seam 24ga ssr.pd
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and limitations Evaluation Reports
of use.Install the assembly in compliance with the Installation FL17Q22 R7 AE-EL 17022.3 1.5 MECHANICAL
method listed in this report and applicable code sections of seam 24g&—ssGpdf
FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes
17022.4 4-"1.5"Mechanical Seam"(115) 1.5"rib height,16"wide,0.032"aluminum,standing seam roof
panel mechanically attached to 15/32"plywood or Wood Deck
with clips and fasteners.
Limits of Use Installation Instructions
Approved for use In HVHZ-No FL17022 R7 11 FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ:Yes ALUMINUM ssrpdf
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure-+N/A/-Table A Created by Independent Third Party:Yes
Other.,Refer to evaluation report for conditions and limitations Evaluation Reports
of use.Install the assembly In compliance with the Installation FL17022 R7 AF FL 17022.4 MjE(;HANCJAL SEAM
method listed In this report and applicable code sections of ALUMINUM ssrgdf
FBC.Refer to manufacturer's Installation instructions. Created by Independent Third Party:Yes
17022.5 F5-1-11 In.Nall Strip"(RS) 1"rib height,16"wide,26 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17022 R7 11 TL 17022.5 1.0 NAILSTRIP ssrpd
Approved for use outside HVHZ-Yes Verified By.,Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure-+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations EL17022 R7 AE-FL 17022.5 1.0 NAILS—TRIP--ssr.pAf
of use.Install the assembly in compliance with the Installation Created by Independent Third Party:Yes
https.,//www.floddebuilding.org/prlpr..app_fiti.aspx?param--wGEVXQmdDqv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeSOkCHzEqVOQveeg%3d%3d 213
911612019 Florida Building Code Online
method listed In this report and applicable code sections of
FBC.Refer to manufacturer's Installation Instructions.
17022.6- 6-'11 In.Nall Strip"(115) 1"rib height,16"wide,0.032"aluminum,standing seam roof
panel mechanically attached to attached to 15/32"plywood or
Wood Deck with fasteners,
---77j
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 11 FL 17022.6 1.0 NAIL STRIP 0.032
Approved for use outside HVHZ:Yes AURL-s—suff
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and limitations Evaluation Reports
of use.Install the assembly In compliance with the Installation FL17022 R7 AE Fl-17022.6 1.0 NAIL STRIP-0,032
method listed In this report and applicable code sections of ALUM ssrgd
FBC.Refer to manufacturer's Installation instructions. Created by Independent Third Party:Yes
17022.7 7-111.5 In.Nall Strip"(115) 1.5"rib height,19"wide,26 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ,No EL17022 R7 II FL 17022.7 1.5 Nall Strip 26GA ssr.p-'d
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE-FL 17022.7 1.5 Nall Strip 26GA ssrpAf
of use.Install the assembly In compliance with the installation Created by Independent Third Party:Yes
method listed In this report and applicable code sections of
FBC.Refer to manufacturer's installation instructions.
17022.8 8-"EMAX Rib"(115) 29 gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 11 EL 177022.8 EMAX Rib ssrpd
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant.No Created by Independent Third Party:Yes
Design Pressure-+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rlb ssr.pdf
of use.Install the assembly In compliance with the Installation Created by Independent Third Party:Yes
method listed In this report and applicable code sections of
FBC.Refer to manufacturer's installation Instructions.
- 1
17022.9 9--PBR MAX'(115) 26 gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 11 EL 17022.9 PBR RIB ssrpdf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssrp f
glf
of use.Install the assembly In compliance with the Installation Created by Independent Third Party:Yes
method listed In this report and applicable code sections of
FBC.Refer to manufacturer's Installation instructions.
E� E9
Contact Us::2601 Blair Stone Road,Tallahassee Fl.323"Phone.-@SO.48"-824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,:t PrivacyStatement:;Accessibility Statement::RefundStatement
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 malt.R you have any queiftlons,please contact 850.487.2395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish bD 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 435,F.S.,please dick here
Product Approval Accepts:
W]W— R9 M
Credit Card
Safe
hftW./Iwww.floddabuilding.orgipr/prpppjfl.aspx?param--wGEVXQwtDqv2aBQpHpQQe6rMZMkUEoR�/�2bGxHGxFe5QkCHzEqvOQveeg�/�3d�/�3d 313
ROMEDdle
Palm City,,FL 34990
maim
Compliant liant with Florida Building Code 2017(61 ell.)
I� �
Compliant with Florada Product Approval Rule 0 61620-3
p ppro
Compliant. Keystone Certifications
Product.5 V Crimp 266A Steel Roof Panel FOC Sec. 1507A.2 .
Yield strength:50 ksi min.;Attached to min.15/32"plywood or Wood
Deck w/mien.0.42 specific gravity With screws. 24" Coverage
Rib Height 3/8'
Corrosion Resistant Compliant: FBC See. 1507.4.3
Fastener 1(Method 1 Attachment):69 x 1-1/2" Hex-Washer Head wood screw* to penetrate
3/1V min.thru deck or Sir embedment into good plank.(*or sufficient length to meet
requirement sl
Fastener 2(Method 2,,3,&4 Attachment):#10 x 1-1/2"Hex-Washer Head wood screw*to
penetrate 3/16"min.thru deck or Sir embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant Wath FOC Sets Chart 51507.1.1
Slope:Shall be in compliance with FBC Seca 1507.
See Fastener atftchment specrfcations above
install Details: Table A Allowable Leads METHOD I METHOD 1 METHOD 3 METHOO 4
DESIGN PRESSURE'S -86 PSF -91.5 PSF -101 PSF -228 PSF
ROW SPACING 16"e.c. 16"e.c. 8"O.C. 6"O.C.
FASTENER SPACING(ALONG Panel width) 12"®.c. 12"c.c. 12"O.C. 12"o.c.
FASTENER SIZE 49 010 1 #10 1 #10
Reference Data: ARCHITECTURAL TESTING,INC.TSiT ID#e 1527
I
UL 5910.06&1897-041 Fest Report I5E93.01-450-18 05/02/14
'fest Report F3366.01-450-18 12/10/15 I
TAS 125-03 'rest Report D05093.02-450-18 07/22/14
*EqU ZVALENrC4-UL 1897-04 is equivalent tm testz1andard UL 8#j!K-1s3t141i1Dg
Vesign pressure margin of safety 2.1
Locke Bowden,P.E.does not have,not will acquire a financial in 4Nqc+q 4,4%wfattuiing or distributing products
under this evaluation.
Locke Bowden,p.l_.Is not owned,operated,or controlled by ak con+pa+ti pt4%JatsttuA,orIstributing products under this
p � a l 4
re ort. a
r ) �S fd +[
NAL
t
FI-17022.1 5V Crimp (26GA Steel), 24"Wide Roof Panel -Details
Limitations:
1.Underlayment to be compliance with current Florida Building Code(FBC)2017 6t'ed.
2.Minimum slope to be compliant with Florida Building Code 2017 6"'ed.,and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7.This report does not imply warranty,installation,recommended product use outside of this report.
Fasteners-
#9x1-10Min.or
#10x 1-V2'Min.parTable A'forRoly 5-V crimp Roof Panel
Spacing and Design pressures
Hex Washer Head Wood Screws
`yv
:vS
_
Deck
15!32°or greater Plywood,or
Wood plank
77! 24"
3fs3°
�NI—(JFT10tviLSIRLASi0NO
Panel Profile
Nominal 12" Nominal 12"
o.c. O.C.
Fasten
9 x -1/2"Min. or #10 x 1-1/2"Min.per
Table"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank
MIAMI_D:AD2E M[1AM[1-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REP, 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175=2474
�q 786)315-2590 F(786)315-�2599
NOTICE OF ACCEPTANCE (NOA) REVIEWED FOlk iv,."v.miamidade ov/economv
Sun-Tek Manufacturing,Inc.
10303 General Drive COCOMPLIANCh
DE
Orlando,Florida 32824 ST. LUCIE COUNTY
BOCC
SCOPE: W
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
(Al-IJ). other Section to be used in Miami Dade County and areas where allowed by the
111tert. HavioJurisdiction
hpy
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION. Sun-Tek Tubular Skylight
APPROVAL DOCUMENT: Drawing No.22001,titled"21", 14"& 10"Tube Light/Tubular Skylights",
sheets I through 7 of 7,prepared by Sun-Tek Manufacturing,Inc.,dated 10/14/2011,signed and sealed by James
D. Wells,Jr.,P.E.,on 10/16/2017,bearing the Miami-Dade County Product Control renewal stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sates,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County;Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shall be done in its entirety.
INSPECTION:A copy of this entire NOA 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 NOA renews NOA#17-1025.10 and consists of this page I and evidence submitted pages E-1,E-2&E-3
as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
NOA No 18-0418.02
MIAMI-DA E COUNW Expiration Date. 05/26/2,023
osr)l, Approval Date: 05/10/2,018
Page 1
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0422.01
A. DRAWINGS
1. Drawing No. TL-22001, titled "21", 14" & 10" Tube Light/Ticbular Skylights
sheets I through 7 of 7,prepared by Sun-Tek Industries, Inc., dated 02/12/09, signed
and sealed by James D. Wells, Jr., P.E.
B. TESTS
1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water-Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
S) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
along with marked-up drawings and installation diagram of 21" Tube Aluminum ,
Skylights,prepared by National Certified Testing Laboratories, Test Report No. 210-
3520-01, dated 03/04/09, signed and sealed by Gerard J. Ferrara, P.E.
C. CALCULATIONS
L Anchor calculations prepared by J&L Wells Consulting, LLC, dated 0411-4109, signed
and sealed by James D. Wells, Jr., P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17113.
2. NOA No. 05-0907.03, issued to Palram Americas, Inc.,for their Corrugated and Flat
Polycarbonate Panels, approved on 08/31/06, expires on 01/22/2011.
F. STATEMENTS
1. Code compliance statement issued by J&L Wells Consulting, LLC, dated 04114109,
signed and sealed by James D. Wells, Jr., P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-0601.05
A. DRAWINGS
1. Drawing No. 22001, titled "21", 14" & 10" Tube Light/Ticbular Skylights", sheets 1
through 7 of 7,prepared by Sun-Tek lLlanufacturing, Inc., dated 10/14/2011, signed
and sealed by James D. Wells, Jr., P.E., on 10/14/2011.
B. TESTS
1. None. J
Hefmy A.Makar,P.E.,M S.
Product Control Section Supervisor
NOA No 18-0418.02
Expiration Date: 05/26/2023
Approval Date: 05/10/2018
E-j
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
-1. By Miami-Dade County Department of Regulatoty and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 15-0513.06
A. DRAWINGS
1. Drawing No. 22001, titled "21") 14" & 10" Tube Light/Tubular Mylights", sheets I
through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 10/14/2011, signed
and sealed by James D. Wells, Jr., P.E., on 05/04/2015.
B. TESTS
1. Alone.
C. CALCULATIONS
1. Mone.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. Mone.
F. STATEMENTS
1. FBC,2014 Edition Code compliance statement issued by J&L Wells Consulting,
LLC, dated 0510512015, signed and sealed by James D. Wells, Jr., P.E.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 17-1025.10
A. DRAWINGS
1. Drawing No. 22001, titled "21") 14"& 10" Tube LightMtbular Skylights", sheets I
through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 10/1412011, signed
and sealed by James D. Wells, Jr., P.E., on 10/1612017.
B. TESTS
1. None.
C. CALCULATIONS
1. Mone.
Z'�elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No 18-0418.02
Expiration Date: 05/26/2023
Approval Date: 05/10/2018
E-t
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. By Miami-Dade County Department ofRegulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC,2017 Edition Code compliance statement issued by J&L Wells Consulting,
LLC, dated 10/16/2017, signed and sealed by James D. Wells, Jr., P.E.
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
L None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC,2017 Edition Code compliance statement issued by J&L Wells Consulting,
LLC, dated 04/11/2018, signed and sealed by James D. Wells, Jr., P.E,
(Helmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No 18-0418.02
Expiration Date: 05/26/2023
Approval Date: 05110/2018
E-3
--------------
�jy�Lt:ea:T,F
&L Wells Consulting LLC
1453 ArUitus Circle d No. 53616 G
Fngineer of Record: Oviedo,FL 32765
James I),Wells,Jr.,P.E. (407)496.5489
Professional En
gineer No.53616 Certificate of Authorization No.27162 r�; STATE1F f �
PART E: EXT R! R DOME METROA PLAN ! [SHEET 1 OF DWG.q 22001
-- 25.625 Y: REEp �.
j�ddlil{ti>>
a
a
0
.080 POLYCARBONATE DOME
N
C>
LO21" SUN-SEK TUBLAR SKYLIGHT
� (12) - #10 X 2 PAN HEAD SCREW
�j (12) - 1/8" X 3/16 - 1/4" GRIP
ALL ALUMINUM LARGE FLANGE RIVET
• DOME RISE
1
.0 44e .030 POLYCARBONATE INNER
CR
D _
O NOTE: CURS TO DECK MOUNTING REOUIREMENTS
0 {I} ALL ROOFING DETAILS #10 x 2-1/2- DECK SCREWS -
21' (3) PER SIDE f2 TOTAL
SHALL COMPLY WITH CHAPTER 15,2017 EDITION
1. �.
OF THE FLORIDA BUILDING CODE POSITIVE DESIGN LOAD 65 PST' y
(2) a" MINIMUM DISTANCE FROM ANOLE LIP NEGATIVE DESIGN LOAD 65 PSF
TO ROOF SURFACE IS FOR SHINGLE OR BUILT - UP ROOF WATER TEST PRESSURE 15 PSF
WITH OUT INSULATION. FOR INSULATION AND TILE ADD THE � POLYCARBONATE DOME ; ,r, )%, •�,! ,�
TILE HEIGHT .030 POLYCARBONATE INNER f `. `
(3) ANCHOR TO 8E MADE of NDN-CORRISIVE MATERIAL PALRAM PALSUN
COMPATABLE WITH ALUMINUM SHEFFIELD MAKROLON GP OR
SABIC LEXAN 9034
V V PRODUCT NAME, fl
2'1 TUBE- -LIGHT SUN-TEK MANUFACTURING, INC,
,.. JURI
AT,:Io ++ ++ I SCALr; IG303 GENERAL DRIVE ORLANDO, FL 32824
ID WA"" fro
I&L WdIs Consulting LLC
1,63 Arbitus Circle o. 53616 k 0.
ig—
Rngincer of Record: Oviedo,F1,32765 I
;; k
W
)times DWells,Jr.,P.L. (407)496-5489 0\ 0 16 jf�
-XTE
Professional Engineer No.53616 Certificate of Authorization IND.27!•62 OF /*-Z7
PART O-DAQE I PLAN VIEW—, LSHEET 3 OF DMWN BY: L DWGX22001
14.625
.080 POLYCAR80NATE DOME
10 10*SUN-TEK TUBLAR SOUGHT
(12)- £10 X 2 PAN HEAD SCREW
(12)- I/11- X 3/10-- 114-CRLP
ALL ALUMNUM LARGE FLANGE RIVET
030 POLYCARBONATE INNER
NOTE: CURB TO DECK MOUNTING REOUIREMENTs
(1)ALL ROOFING DETAILS
folp X 2-1/2' DECK SCREWS
SHALL COMPLY WITH CHAPTER 15, 2017 EDITION (3) PER SIDE 12 TOTAL
Or THE FLORIDA BUILDING CODE
POSITIVC DESIGN LOAD 65 PSF
(2)4- MINIMUM DISTANCE FROM ANGLE LIP NEGATIVE DESIGN LOAD 55 PSF
TO ROOF SURFACE 15 FOR SHINGLE OR BUILT - UP ROOF WATER TEST PRESSURE 16 PSF -7
.
W TH OUT INSULATION. FOR INSULATION AND TILE ADD THE
I'
7ILE HEIGHT MID P00CAR80NATE DOME
.
(3)ANCHOR TO BE MADE Or NON-CORRISIVE MATERIAL PALRAM 030 POLYCARBONATE INNER PALSUN
COMPATAULE WITH ALUMINUMSHEFFIELD MAKROLON CP OR
SABIC LEXAN 9034
REVISER! PRODUCT NAME, 10" TUBE LIGHT. SUN--rEK MANUFACTURING.INC.
I QW6 -Nc ffo—Ck 10303 GENERAL DRIVE ORLANDO. P.
IA oy ip 2w 32024
J&1,Wells Consulting LLC ti`,`����r'�4+���H a�•,'� �''r
1,153 Arbilus Circle
Engineer of Record: o 1536
Oviedo,FL 327(35 ��1 `{6 �ta�
James D.Wells,Jr.,111. (407)496-5489
Professional Engineer Iwo.53616 Certificate of Authorization No.37162
�
ST�,61��
.o s'
PA
RT t H 4 OF
DR BY: 5 RYA DWG.tE'22001
0.060
11 —
2.250±.024 -
((,�''�� REF. (GX)
1 .OD0 POLYCARGONATE DOME .031 R. X .031 HIGH REF. '-, 100 DIA.
.030 POLYCAR8ONTE INNER 0.500 REF.
ALUMINUM LIGHTING SHEET "' l;t�C•F REF.
S11-275 OECD 26 (2)
RK
RIY SILICONE
EEAALLNNtt ! (t:� REF.
PIAT 110WONTAL020TCMAELV —. j
suN-TI! Sf 1000 r j
SEAWii l L j �•--
pox z�1/z GEa ,.J. . r .�s-J �^ � C4 REF.
sCREt♦! ci
ROOM FELT p
FLASHING BY OTNERs 0 I'`•
IN ACCORDANCE 117tH NRDA +2}01
o Ee
2xs Met)MINMIUM
4'HEIGHT
R'1. 1. 1 EMEMGMENT N � r \,W.
�—' 1.50
4'MINIMu
SWNGLES(1) HEIGHT (2) n ttyW
�.- -- !D!
- REF. REF, (2)
R00F OECM IN. 5/8 EMBEDMENT �' (2X)
6/D MINMwN .010 R. X
010 HIGH
suN-trn st 1000 (I.D. MARK)
sEA1A117
_.. •2.425
Q PALRAM PALSUN
� MATERIAL:s0UALUM
UM.ALUUM.6063 16 GRADE
C:E.. L'G/ •t f SHEFFIELD MAKROLON GP OR sE{YR/n
SASIC LEXAN 9034
REVtSIUM PRODUCT NAME. » n tt
21 , 14 & 10 TUBE LIGi-1T SUN-TEK MANUFACTURING, INC.
' ' 1DaTEqn/14/;TajI - 10303 GENERAL DRIVE ORLANDO, FL 3282A
I&L Wells Consulting LLC
1.153 Arbitus Circle ~*i 53616
Engineer of Record:
Oviedo,1-1,32765
James D.Wells,Jr.,P.E. (407)496-5489 "0�+ 0 tw117'
Professional Engineer No.53616 Certificate of Authorization No.27162 , �OF
PART E: I TA ATI ?IPTION ISHEET 6 OF
lutifflYN
((�� SCR
;L. R DWG.k: 22001 I
�..'.J.050 POLYCARBONATE DOME 11 DE {�j�rl}��j�,l0 X2 1/2 DECK 8
SCREWS
@.030 POLYCARBONATE INNER RIVET"
9 DOME FASTENERS ROOF DECK & ROOF MUST
ITE PART NAME DISCRIPTION VENDOR COMPLY WITH S.F.B.C. &
N.R.C.A.
1 EXTERIOR DOME .080 POLYCARBONATE DOME SEE DOME MATERIAL
2 SEALING TAPE DUCT TAPE 2" VENTURE TAPE
3 ELBOWS MIRO 4 ALANOO
RAFTERS
4 CONNECTOR MIRO 4 ALANOD
5 LENS RING ASSEMBLY INTERIOR DOME
6 #10 PHS X 2" FASTENERS EXTERIOR DOME MERIT FASTENER HIGH REFLECTIVE
' 7 N6 xt 2"HEX TEK TUBE FASTS ALVMINUM ELBOW
RS MERIT FASTENER o-
8 #10 x2-1/2" DECK SCREWS CURB ANCHORS MERIT FASTENER HIGH REFLECTIVE
ALUMINUM EXTENSION
9 1/8 X3/16" GRIP ALUM. DECO RING FASTENER Mc MASTER—CARR o
LARGE FLANGE RIVET
10 .020 GALV. UB RETAINER
J�6XI j2 HEX HEAD TEK Q
11 D'CO RING FXTguSiON
12 INNER PANE .030 POLYCARBONATE INNER JOINT SEALING TAPE 2
• THIS APPROVAL IS LIMITED TO THE DOME AND THE ATTACHMENT TO THE JOINT SEALING TAPE
STRUCTURE AND THE ROOF. ALL OTHERS ARE NOT PART OF THIS APPROVAL,
HIGH REFLECTIVE CEILING JOIST
QALUMINUM ELBOW
DOME SPECIFICATIONS LENS RING ASSEMBLY
21" DOME HEIGHT 9., ri
DOME MATERIAL. "
14" DOME HEIGHT 7-1/8"
PALRAM PALSUN
10" DOME HEIGHT 5-1 j8" SHEFFIELD MAKROLON GP OR
SABIC LEXAN 9034
R V R VISI" PRODUCT NAHC,
TUBULAR SKYLIGHTvr�»'r'>:►< ntANUF'AC'ruRryc, INC,
' IMP 10303 GENERAL DRIVE ORLANDO, FL 32024
l`Ne��ie�atre�U
&L Wells Consulting LLC "% 1;s
1453 Arbitus Circle
Engineer of Record: Oviedo,FL 32765 "I�l rf 53616
James L).Wells,)r.,P.E. (407)496-5489
E rol-essiona l En sneer No.53616 Certificate of Authorisation No.27162
J STATE OF
PART
-kAME- T1 I SHEET 7 F 7 _IV DWG.a:22001
JUNAWN Y: LIE R
�7.soo
I �
+ 24.500 14" TUBULAR
!` ( a SKYLIGHT
t~ m 14.250"`
� 4 f
O
5
f—*-----13.500 1
21" TUBULAR
SKYLIGHT
a 10" TUBULAR
0 SKYLIGHT
' f ,
� 1/�_ .
V S '/ IRUDUCT NAMES TUBLAR SKYLIGHTS SUN=1 ire. MANUI-'AC'1'URING, MC..
10303 GENERAL DRIVE ORLANDO, FL 32824