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•: ^+ e FL# FL14207-R21
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Versico Roofing Systems
Address/Phone/Email P.O. Box 1289
Carlisle, PA 17013
(800) 992-7663
malpezzi@syntec.carlisle.com
Authorized Signature Joe Malpezzi
malpezzi@syntec.carlisle.com
Technical Representative Robert Patton
Address/Phone/Email 1555 Ritner Highway
Carlisle, PA 17013
(717) 245-7264
Robert.PATrON@syntec.carlisle.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
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 J. M. Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/14/2021
Validated By John W. Knezevich, PE
fit'' Validation Checklist- Hardcopy Received
Certificate of Independence FL14207 R21 COI 2019 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6878
2011
FM 4470 2012
FM 4474 2011
TAS 131 1995
UL1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/17/2019
Date Validated 06/18/2019
Date Pending FBC Approval 06/23/2019
Date Approved 08/13/2019
Date Revised 12/13/2019
Summary of Products
FL# Model, Number or Name Description
14207.1 VersiWeld TPO Single Ply Roof Thermoplastic Olefin Roofing Membranes
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14207 R21 II 2019 06 FINAL Al ER FL14207-R21.pdf
Approved for use outside HVHZ:Yes Verified By: Robert 3. M. Nieminen PE-59166
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-722.5 Evaluation Reports
Other: 1.)The design pressure in this application relates to FL14207 R21 AE 2019 06 FINAL ER FL14207-1121.0f
one particular assembly over light weight concrete. Refer to the Created by Independent Third Party: Yes
ER Appendix for other systems and deck types. 2.) Refer to ER,
Section 5 for other Limits of Use. 3.)This Product Approval is
for Nan-HVHZ jurisdictions. Refer to FL16443 for HVHZ.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
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 emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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NEMO I etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
Versico Roofing Systems Evaluation Report C35230.11.10-1121
P.O. Box 1289 FL14207-R21
Carlisle, PA 17013 Date of Issuance:11/02/2010
(717)245-7264 Revision 21:06/10/2019
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition(2017) Florida Building Code sections noted herein.
DESCRIPTION: VersiWeld TPO Single PIy Roof Systemsl
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.of any changes to the
product(s),the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "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 5, plus a 73-page Appendix.
Prepared by:
{SIILIlII„
Robert J.M.Nieminen P.E. "=-`;'=-`Y_?g ;<
� _ r�.;' The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 �''FS�Jy-';� .;� Nieminen,P.E.on 06/10/2019.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEW ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO I etc.nor Robert Nieminen,P.E.are,in anyway,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.
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Single Ply Roof Systems
Compliance Statement: VersiWeld TPO Single Ply Roof Systems, as produced by Versico Roofing Systems, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through
testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Prope Standard Year
1504.3.1 Wind FM 4474 2011
1504.3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507.13.2 Physical Properties ASTM D6878 2011
TAS 110 Physical Properties TAS 131 1995
3. REFERENCES:
Enti Exam Reference Date Enti Exam Reference Date
ACRC(TST4671) Wind 07-051 08/29/2007 FM App(TST1867) FM 4474 3031350 09/27/2007
ACRC(TST4671) Wind 07-059 10/15/2007 FM App(TST1867) FM 4474 3030536 10/09/2007
ACRC(TST4671) Wind 10-009 05/19/2010 FM App(TST1867) FM 4474 3028655 11/09/2007
ACRC(TST4671) Wind 10-018 08/25/2010 FM App(TST1867) FM 4474 3026951 01/21/2008
ACRC(TST4671) Wind 10-019 08/25/2010 FM App(TST1867) FM 4474 3031349 05/13/2008
ACRC(TST4671) Wind 11-034 06/28/2011 FM App(TST1867) FM 4474 3031765 07/21/2008
ACRC(TST4671) Wind 11-035 06/28/2011 FM App(TST1867) FM 4474 3029840 09/08/2008
ACRC(TST4671) Wind 11-036 06/29/2011 FM App(TST1867) FM 4474 3033217 12/08/2008
ACRC(TST4671) Wind 11-037 06/29/2011 FM App(TST1867) FM 4474 3034985 12/15/2008
ACRC(TST4671) Wind 15-002 03/30/2015 FM App(TST1867) FM 4474 3034066 04/14/2009
ACRC(TST4671) Wind 1S-008 04/02/2015 FM App(TST1867) FM 4474 3034776 08/07/2009
ACRC(TST4671) Wind 15-009 04/06/2015 FM App(TST1867) FM 4474 3037400 09/02/2009
ACRC(TST4671) Wind 15-011 07/07/2015 FM App(TST1867) FM 4474 3033356 10/09/2009
ACRC(TST4671) Wind 15-012 07/07/2015 FM App(TST1867) FM 4474 3034297 11/13/2009
ACRC(TST4671) Wind 15-015 07/09/2015 FM App(TST1867) FM 4474 3040639 08/11/2010
ACRC(TST4671) Wind 15-016 07/09/2015 FM App(TST1867) FM 4474 3036762 03/08/2011
ACRC(TST4671) Wind 15-018 07/10/2015 FM App(TST1867) FM 4474 3041535 06/08/2011
ACRC(TST4671) Wind 15-019 07/14/2015 FM App(TST1867) FM 4474 3039340 06/24/2011
ACRC(TST4671) Wind 15-020 07/14/2015 FM App(TST1867) FM 4474 3043858 08/25/2011
ACRC(TST4671) Wind 15-021 07/15/2015 FM App(TST1867) FM 4474 3041797 10/13/2011
ACRC(TST4671) Wind 15-037 12/28/2015 FM App(TST1867) FM 4474 3039073 11/22/2011
ACRC(TST4671) Wind 15-038 12/28/2015 FM App(TST1867) FM 4470 1X9A4.AM 12/06/2011
ACRC(TST4671) Wind 15-041 12/30/2015 FM App(TST1867) FM 4470 3000919 12/06/2011
ACRC(TST4671) Wind 15-043 01/04/2016 FM App(TST1867) FM 4470 3041535 12/06/2011
ACRC(TST4671) Wind 15-045 01/11/2016 FM App(TST1867) FM 4470 3044748 12/06/2011
ACRC(TST4671) Wind 15-046 01/11/2016 FM App(TST1867) FM 4474 3040260 02/27/2012
ACRC(TST4671) Wind 15-047 01/12/2016 FM App(TST1867) FM 4474 3041799 03/29/2012
ATI(TST1588) FM 4470 01-37050.01 03/13/2000 FM App(TST1867) FM 4474 3043824 04/06/2012
ATI(TST1588) FM 4470 01-39152.01 03/28/2001 FM App(TST1867) FM 4474 3039762 09/07/2012
ATI(TST1588) Physicals 01-37490.01 05/26/2004 FM App(TST1867) FM 4474 3047327 09/13/2012
ATI(TST1588) FM 4470 63524.01-111-47 03/16/2006 FM App(TST1867) FM 4474 3040639 09/18/2012
ATI(TST1588) FM 4470 76506.01-111-47 09/06/2007 FM App(TST1867) FM 4474 3043858 09/25/2012
ATI(TST1588) FM 4470 77891.01-111-47 10/26/2007 FM App(TST1867) FM 4474 3042075 10/23/2012
ATI(TST1588) FM 4474 C1141.01-109-18 09/13/2012 FM App(TST1867) FM 4474 3045953 02/13/2013
ATI(TST1588) TAS 114 D7772.01-109-18 07/09/2014 FM App(TST1867) FM 4474 797(ribbon HP-NB) 04/25/2013
ATI(TST1588) TAS 114 D7772.02-109-18 07/14/2014 FM App(TST1867) FM 4451 3049232 09/11/2013
ATI(TST1588) TAS 114 E4981.01-109-18 02/26/2015 FM App(TST1867) FM 4474 3049189 03/11/2014
CTL(TST1577) FM 4474 MA-10511 10/13/2008 FM App(TST1867) FM 4474 3048753 09/16/2014
CTL(TST1577) FM 4474 CTLA-10511-1 10/13/2008 FM App(TST1867) FM 4474 3051392(data) 10/15/2014
CTL(TST1577) FM 4474 CTLA-10SR-2 10/13/2008 FM App(TST1867) FM 4474 3054838 02/13/2015
CTL(TST1577) FM 4474 CTLA-106R 10/16/2008 FM App(TST1867) FM 4474 3055462 04/01/2015
CTL(TST1577) FM 4474 CTLA-306R-1 10/16/2008 FM App(TST1867) FM 4474 3053933 06/30/2015
CTL(TST1577) FM 4474 CTLA-30611-2 10/16/2008 FM App(TST1867) FM 4451 3054498 11/30/2015
CTL(TST1577) FM 4474 CTLA-30611-3 10/16/2008 FM App(TST1867) FM 4474 3050229 01/25/2016
CTL(TST1577) FM 4474 CTLA-306R-4 10/16/2008 FM App(TST1867) FM 4474 3058125 02/04/2016
NEMO ETC,LLC Evaluation Report C35230.11.10-1121
Certificate of Authorization 1132455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-1121
VersiWeld TPO Single Ply Roof Systems Revision 21:06/10/2019
Page 2 of 5
ONEMOjetc.
Enti Exam Reference Date tniLty Exam Reference Date
CTL(TST1577) TAS 117 CTLA 111R 01/13/2009 FM App(TST1867) FM 4474 3055167 02/10/2016
ERD(TST 6049) Physicals U0215.05.06-1 05/30/2006 FM App(TST1867) FM 4474 3055824 05/31/2016
ERD(TST 6049) FM 4470 E9490.03.08 03/25/2008 FM App(TST1867) FM 4474 3058058 11/04/2016
ERD(TST 6049) Physicals 032760.01.11 01/19/2011 FM App(TST1867) FM 4474 RR206411 09/26/2018
ERD(TST 6049) Physicals A35880.04.12-111 10/26/2012 FM App(TST1867) FM 4474 3056745 09/28/2016
ERD(TST 6049) Physicals C46470.07.14-3A 07/16/2014 FM App(TST1867) FM 4474 3058125 12/06/2016
ERD(TST 6049) Physicals 046470.07.14-iB 07/16/2014 FM App(TST1867) FM 4474 3060914(data) 02/06/2017
ERD(TST 6049) Physicals 046470.07.14-4-R1 07/21/2014 FM App(TST1867) FM 4474 3062422(data) 05/25/2017
ERD(TST 6049) Physicals 046470.07.14-2A 07/30/2014 FM App(TST1867) FM 4470 3063373(data) 10/10/2017
ERD(TST 6049) Physicals C46470.07.14-2B 07/30/2014 FM App(TST1867) FM 4474 3063373(data) 11/07/2017
ERD(TST 6049) FM 4474 SC10010.02.16 02/29/2016 FM App(TST1867) FM 4474 3062422(data) 01/05/2018
ERD(TST 11294) FM 4474 13380.01.17 01/27/2017 FM App(TST1867) FM 4474 PR449852(data) 03/29/2018
ERD(TST 6049) FM 4474 CRL-SC13450.01.17 01/31/2017 FM App(TST1867) FM 4474 3058463 05/22/2018
ERD(TST 6049) Physicals CRL-SC14240.17 03/21/2017 FM App(TST1867) FM 4474 PR451012(data) 09/11/2018
ERD(TST 11294) FM 4474 CLT16160.08.17-1 08/28/2017 FM App(TST1867) FM 4474 PR449651 09/25/2018
ERD(TST 11294) FM 4474 CLT16160.08.17-2 08/28/2017 FM App(TST1867) FM 4474 3063085 10/05/2018
FM App(TST1867) FM 4470 329ALAM 10/15/1997 FM App(TST1867) FM 4474 PR451012(data) 10/11/2018
FM App(TST1867) FM 4470 3001580 11/16/1998 FM App(TST1867) FM 4474 PR452297(data) 12/05/2018
FM App(TST1867) FM 4470 3001522 03/26/1999 FM App(TST1867) FM 4474 PR452297(data) 12/06/2018
FM App(TST1867) FM 4470 3003393 03/30/1999 FM App(TST1867) FM 4474 PR451012(data) 12/13/2018
FM App(TST1867) FM 4470 3003337 06/11/1999 FM App(TST1867) FM 4474 PR451812(data) 01/04/2019
FM App(TST1867) FM 4470 3006110 06/13/2001 FM App(TST1867) FM 4474 PR452773(data) 01/30/2019
FM App(TST1867) FM 4470 3011329 06/10/2002 FM App(TST1867) FM 4474 PR452773(data) 02/01/2019
FM App(TST1867) FM 4470 3012879 04/04/2003 FM App(TST1867) FM 4474 PR451012(data) 02/01/2019
FM App(TST1867) FM 4470 3013584 06/27/2003 M-D(CER1592) Wind Uplift 12-0216.01 03/08/2012
FM App(TST1867) FM 4470 3014692 08/05/2003 M-D(CER1592) Wind Uplift 13-0617.20 09/05/2013
FM App(TST1867) FM 4470 3016355 09/15/2003 M-D(CER1592) Wind Uplift 13-0307.02 09/26/2013
FM App(TST1867) FM 4470 3019890 12/16/2004 NEMO(TST 6049) Physicals 4-CRL-18-002.04.18-1 04/03/2018
FM App(TST1867) FM 4474 3017662 06/07/2005 NEMO(TST 6049) Physicals 4-CRL-18-002.04.18-2 04/03/2018
FM App(TST1867) FM 4474 3023032 07/20/2005 NEMO(TST 6049) Physicals 4-CRL-18-002.04.18-2A 04/03/2018
FM App(TST1867) FM 4474 3018631 11/03/2005 NEMO(TST 6049) FM 4474 4-CRL-18-003.05.18 05/15/2018
FM App(TST1867) FM 4474 3023999 11/08/2005 NEMO(TST 6049) FM 4474 CRL-SC36815.06.18 06/07/2018
FM App(TST1867) FM 4474 3020845 01/25/2006 NEMO(TST 6049) FM 4474 4L-CRL-18-003.12.18 12/01/2018
FM App(TST1867) FM 4474 3021941 03/20/2006 NEMO(TST 6049) FM 4474 4L-CEL-18-001.12.18 12/14/2018
FM App(TST1867) FM 4474 3023340 03/20/2006 NEMO(TST 11294) FM 4474 2-CRL-18-002.04.18 05/15/2018
FM App(TST1867) FM 4474 3023458 07/18/2006 NEMO(TST 6049) Criticality 4S-CRL-18-005.11.18-R1 01/17/2019
FM App(TST1867) FM 4474 3024593 07/27/2006 NEMO(TST 6049) FM 4474 2a-CRL-I9-LWWUS-01.A 05/13/2019
FM App(TST1867) FM 4474 3022174 09/25/2006 PRICMT(TST5878) FM 4474 CST-016-02-01 05/04/2011
FM App(TST1867) FM 4474 3021235 06/01/2007 PRICMT(TST5878) FM 4474 CST-016-02-01 05/05/2011
FM App(TST1867) FM 4474 3026964 07/25/2007 UL,LLC.(TST9628) UL1897 08CA15815 10/22/2008
FM App(TST1867) FM 4474 3028438 08/22/2007 UL,I.I.C.(QUA9625) QA Service Confirmation 12/14/2018
4. PRODUCT DESCRIPTION:
The following roof covers are mechanically attached or adhered to Approved substrates using fasteners, stress
plates and adhesives,as outlined in the Limitations/Conditions of Use herein.
4.1 VersiWeld Reinforced TPO Membrane are nominal 45-mil (1.1-mm) or 60-mil (1.5-mm) thick, polyester-scrim
reinforced,thermoplastic olefin(TPC)single-ply roof membranes;meets ASTM D6878-11&TAS 131.
4.2 VersiWeld Plus Reinforced TPO Membrane are nominal 72-mil(1.8-mm)or 80-mil(2.0-mm)thick,polyester-scrim
reinforced,thermoplastic olefin(TPO),single-ply roof membranes; meets ASTM D6878-11&TAS 131.
4.3 VersiWeld HS/ES Reinforced TPO Membrane are nominal 60-mil (1.5-mm) thick, polyester-scrim reinforced,
thermoplastic olefin(TPO)single-ply roof membranes;meets TAS 131.
4.4 VersiFleece FR TPO membrane is a variation of VersiWeld Reinforced TPO Membrane 60-mil (1.5 mm), but with a
carbon-fiber fleece on the back side for fire-rating considerations over wood deck; meets ASTM D6878-11 &TAS
131.
4.5 VersiFleece TPO 100,TPO 115 orTPO 135 membranes are nominal 45-mil(1.1-mm),60-mil(1.5-mm)or 80-mil(2.0-
mm)thick, respectively, polyester-scrim reinforced, thermoplastic olefin (TPO) single-ply roof membranes with a
polyester fleece backing;meets ASTM D6878-11&TAS 131.
4.6 VersiFleece AC TPO 120,AC TPO 135 or AC TPO 155 membranes are nominal 45-mil (1.1-mm),60-mil (1.5-mm)or
80-mil (2.0-mm) thick, respectively, polyester-scrim reinforced, thermoplastic olefin (TPC) single-ply roof
membranes with a polyester fleece backing formulated for hot asphalt application; meets ASTM D6878-11&TAS
131.
NEMO ETC,LLC Evaluation Report C35230.11.10-1121
Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVH2 EVALUATION FL14207-1121
VersiWeld TPO Single Ply Roof Systems Revision 21:06/10/2019
Page 3 of 5
ONEMOletc.
4.7 VersiWeld CIA TPO membrane is a nominal 60-mil(1.5-mm)thick,polyester-scrim reinforced,thermoplastic olefin
(TPO)single-ply roof membrane laminated to an elastomeric pressure-sensitive adhesive;meets TAS 131.
4.8 VersiFleece RL"' with RapidLock Technology membranes are a variation of VersiWeld membranes, but with
VELCRO® Brand Securable Solutions fleece on the back side for use with VersiCore RL or SecurShield HD RL
substrates;meets ASTM D6878-11&TAS 131.
5. •
5.1 This is a building code evaluation. Neither NEW I etc. nor Robert Nieminen, P.E.are,in any way,the Designer of
Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in HVHZ jurisdictions.
5.3 Refer to a current LIL 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.
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members
shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load
resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for
the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter
16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the
elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29,
Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an
asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)
for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis
is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing
Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any
surface conditions exist that bring system performance into question, field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall
be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(l),1609.3(2)or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. For non-
Versico components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the
component manufacturer.
NEMO ETC,LLC Evaluation Report 035230.11.10-1121
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION F1.14207-1121
VersiWeld TPO Single Ply Roof Systems Revision 21:06/10/2019
Page 4 of 5
ONEMOletc.
6. INSTALLATION:
6.1 VersiWeld TPO Single Ply Roof Systems shall be installed in accordance with Versico Roofing Systems published
installation instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP"=Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC
1609 for determination of design wind loads.
6.2 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed
running perpendicular to steel deck flutes.
REQUIREMENTS:7. BUILDING PERMIT
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered by QA procedures in accordance with
FAC Rule 61G20-3.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625; (414)248-6409; karen.buchmann@ul.com
-THE 73-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report C35230.11.30-R21
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVH2 EVALUATION FL14207-R21
VersiWeld TPO Single Ply Roof Systems Revision 21:06/10/2019
Page 5 of 5
ONEMOjetc.
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 5
1B Wood New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 6
1C Wood New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 7
1D Wood New,Reroof(Tear-Off),Recover D-3 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 7
1E Wood New,Reroof(Tear-Off),Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 8
1F Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 8
1G Wood New,Reroof(Tear-Off),Recover G Optional Insulation,Loose-Laid Roof Cover,Pressure Equalizing Vent 8
2A Steel New or Reroof(Tear-Off) A-IA Bonded Insulation,Bonded Roof Cover 9-10
2B Steel or Structural Concrete New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 11-15
2C Steel or Structural Concrete New,Reroof(Tear-Off),Recover B-1 Mech,Attached Base Insulation,Bonded Top Insulation,Bonded Base Ply,Bonded Roof Cover 16
21) Steel New,Reroof(Tear-Off),Recover B-2 Mech.Attached Thermal Barrier,Bonded Vapor Barrier,Bonded Insulation,Bonded Roof Cover 17
2E Steel or Structural Concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 18-24
2F Steel or Structural Concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Base Ply,Bonded Roof Cover 25
2G Steel New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 26-28
2H Steel or Structural Concrete New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover(Stress Plates) 29-34
21 Steel or Structural Concrete New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 35
3A Structural Concrete New,Reroof(Tear-Off) A-1A Bonded Insulation,Bonded Roof Cover 36-45
3B Structural Concrete New,Reroof(Tear-Off) A-1A Bonded Insulation,Bonded Base Ply,Bonded Roof Cover 46
3C Structural Concrete New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 47-48
3D Structural Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 49
3E Structural Concrete New,Reroof(Tear-Off),Recover G Optional Insulation,Loose-Laid Roof Cover,Pressure Equalizing Vent 49
4A Lightweight concrete New,Reroof(Tear-Off) A-1A Bonded Insulation,Bonded Roof Cover 50
4B Lightweight concrete New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50
4C Lightweight concrete/steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 51-53
41) Lightweight concrete/concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 54-55
5A Cementitious wood fiber New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-57
5B Cementitious wood fiber New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 58
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59-61
6B Gypsum Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 61
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 62-64
713 Various Recover A-1 Bonded Insulation,Bonded Base Ply,Bonded Roof Cover 65
7C Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 66
7D Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 67
7E Steel Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 68
7F Various Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 69
7G Various Recover F-1 Non-Insulated,Bonded Roof Cover 70
7H Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 71-72
NEMO ETC,LLC Evaluation Report C35230.11.10-1121 for FL14207-1121
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/10/2019
Prepared by: Robert Nieminen,PE-59166 VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 1 of 72
ONEMOjetc.
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Appendix 2 provides guidance/limitations associated with use of fasteners from Hilti,Inc.to secure
steel decking to structural members.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: HPV Fastener with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate). Minimum 1-inch wood penetration.
➢ Steel Deck: HPV Fastener with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate). Minimum%-inch steel penetration,engage the top flute of the steel deck.
➢ Concrete Deck: MP 14-10 Concrete Fastener,CD-10 Concrete Fastener or MP Concrete Spike with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate).Minimum 1-inch embedment.
Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyan u rate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the CIA requirements of F.A.C.Rule
61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type C-2(plate bonded roof cover)or Type D(mechanically attached membrane),
whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structura I deck shall be of equal or greater type,thickness and strength to the steel and concrete
deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through
proper codified and/or FBC Approval documentation.
5. Preliminary insulation attachment for System Type D: Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016)using fasteners&plates from Note 2. Versico Insultite
Fastener may be used in place of HPV Fastener for preliminary attachment purposes over wood and steel deck.
6. Unless otherwise noted,insulation adhesive application rates are as follows. RIBBON or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions:
➢ Hot asphalt: FULL-coverage at 25 lbs/square.
➢ DASH 100-LV(FULL): FULL-coverage at 1 gal./square.
➢ DASH 100-LV(RIBBON): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ DASH 5-Gallon Jug Adhesive(DASH 5-GJA): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ DASH Dual Cartridge(DASH DC): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ DASH Dual Tank(DASH DT)(FULL): Continuous 0.5-inch wide,wet-beads,4-inch o.c.
➢ DASH Dual Tank(DASH DT)(RIBBON): Continuous 0.5-inch wide,wet-beads,12-inch o.c. Note: When installing multiple layers of insulation,DASH Dual Tank beads shall be placed perpendicular
to those placed for attachment of the previous layer.
➢ Flexible DASH(FULL): FULL-coverage at 1 gal./square.
➢ Flexible DASH(RIBBON): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Flexible DASH Dual-Tank(Flexible DASH DT)(RIBBON): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ OlyBond 500 BA(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot. Note:OlyBond 500 Green may be used where OlyBond 500 is referenced.
➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boards shall be staggered from layer-to-layer.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the
thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ DASH 100-LV or Flexible DASH: MDP -157.5 psf (Min.0.5-inch thick)
➢ OlyBond 500 BA(OB500): MDP -187.5 psf (Min.0.5-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention
NEMO ETC,LLC Evaluation Report 035230.11.10-1121 for FL34207-1121
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/10/2019
Prepared by: Robert Nieminen,PE-59166 VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 2 of 72
ONEMOletc.
Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29(January 2016)for Zone 2/3 enhancements.
30. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes.
14. For Structural Concrete Deck or Recover Applications using System Type C-2(Plate Bonded Roof Cover)or Type D(Mechanically Attached Roof Cover),the insulation is optional. Alternatively,min.0.5-inch Versico
Recovery Board,SecurShield HD or H-Shield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Tech
EPS or Fan-Fold may be used as a separator board,preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,
when installed with the roof cover in Recover applications.
15. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches.
For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast using only foaming
agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER3592). Unless otherwise noted,use of these listings
in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction
16. For adhered membrane systems,side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted,membrane adhesive application rates are as follows:
VERSICO MEMBRANE/ADHESIVE COMBINATIONS
MEMBRANE ADHESIVE METHOD RATE
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane VersiWeld Bonding Adhesive Contact(both sides) 60 ft2/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane Aqua Base 120 Bonding Adhesive(Aqua Base 120) Contact(both sides) 120 ftZ/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane Low VOC Bonding Adhesive(LVOC BA) Contact(both sides) 60 ftZ/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane G200SAYellow Substrate Adhesive Contact(both sides) 60 ftZ/gal
VersiWeld Reinforced TPO Membrane CAV-GRIP 3V Low-VOC Adhesive/Primer(CAV-GRIP 3V) Contact(both sides) 110 ftZ/gal
VersiFleece TPO Aqua Base 120 Bonding Adhesive Wet lay(substrate) 120 ftz/gal
VersiFleece TPO HydroBond Water-Based Adhesive(HydroBond W-B) Wet lay(substrate) 100 to 133 ft2/gal
DASH 100-LV,DASH Dual-Cartridge(DASH DC),DASH RIBBON spaced as noted herein or
VersiFleece TPO Dual-Tank(DASH DT),Flexible DASH or Flexible DASH Wet lay(substrate) FULL Coverage=1 gal/square or continuous ribbons,
Dual-Tank(Flexible DASH DT) maximum 4-inch o.c.
VersiFleece TPO Flexible DASH Dual-Tank(Flexible DASH DT) Wet lay(substrate) SPATTER at 3.5-4.0 lbs/square
VersiFleece AC TPO Versico Cold Applied Adhesive(V-CAA) Wet lay(substrate) 1.5 gal/square
VersiFleece AC TPO Hot asphalt Wet lay(substrate) 25 lbs/square
VersiFleece RU"TPO VELCRO®Brand Securable Solutions Only for use over VersiCore RL or SecurShield HD RL substrates. Roof cover is broomed
into place and rolled with 150 Ib roller to establish contact.
17.
NEMO ETC,LLC Evaluation Report C35230.11.10-1121 for FL14207-R21
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/10/2019
Prepared by: Robert Nieminen,PE-59166 VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 3 of 72
ON EMO etc.
18. For adhered membrane systems,unless otherwise noted:
➢ Reference to"VersiWeld"(VersiWeld Reinforced TPO Membrane)below also includes VersiWeld Plus Reinforced TPO Membrane or VersiWeld HS/ES Reinforced TPO Membrane.;
➢ Reference to"VersiFleece"(VersiFleece TPO)includes TPO 100,TPO 115 and TPO 135;
➢ Reference to"VersiFleece AC"(VersiFleece AC TPO)includes AC TPO 120,AC TPO 135 and AC TPO 155.
19. Vapor barrier options for use over structural concrete deck followed by adhesive-applied insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in
Table 3A or 3B applies.
VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED By ADHESIVE-APPLIED INSULATION PER TABLE 3A-1 OR 3A-2:
Option Primer Vapor Barrier Insulation Adhesive MDP(psf)
# Type Application
VB-1. 702 Primer VapAirSeal 725TR Self-adhering DASH 100-LV,DASH 5-Gallon Jug Adhesive(DASH 5-GJA)or DASH DC(RIBBON,12-inch o.c.) -67.5
VB-2. 702 LV Primer VapAirSeal 725TR Self-adhering DASH 100-LV,DASH 5-Gallon Jug Adhesive(DASH 5-GJA)or DASH DC(RIBBON,12-inch o.c.) -97.5
VB-3. CAV-GRIP Primer VapAirSeal 725TR Self-adhering DASH 100-LV,DASH 5-Gallon Jug Adhesive(DASH 5-GJA)or DASH DC(RIBBON,12-inch o.c.) -127.5
VB-4. 702 Primer,702 LV Primer,CAV- VapAir Seal 725TR Self-adhering Flexible DASH(RIBBONS,12-inch o.c.) -157.5
GRIP Primer or CAV-GRIP 3V
VB-5. 702 Primer,702 LV Primer,CAV- VapAir Seal 725TR Self-adhering Flexible DASH Dual Tank Adhesive(RIBBONS,12-inch o.c.) -172.5
GRIP Primer or CAV-GRIP 3V
VB-6. 702 Primer,702 LV Primer or VapAir Seal 725TR Self-adhering DASH 100 LV,FULL-coverage at 1 gal/square. -210.0
CAV-GRIP Primer
702 Primer,702 LV Primer,CAV-
VB-7. GRIP Primer or CAV-GRIP 3V VapAir Sea 1725TR Self-adhering Flexible DASH or Flexible DASH Dual Tank Adhesive(RIBBONS,6-inch o.c.) 270.0
VB-8. CAV-GRIP Primer or CAWGRIP 3V VapAir Sea 725TR Self-adhering Flexible DASH(FULL COVERAGE,1 gal/square) -427.5
VB-9. ASTM D41 SureMB 90TG or 120TG Base Torch-applied DASH 100-LV or DASH DC(RIBBON,12-inch o.c.) -165.0
VB-30. ASTM D41 SureMB 90 Base Hot-asphalt Hot asphalt at 25 lbs/square -172.5
VB-11. ASTM D41 SureMB 90TG or 120TG Base Torch-applied Hot asphalt at 25 lbs/square -180.0
VB-12. ASTM D41 SureMB 90TG or 120TG Base Torch-applied Flexible DASH or Flexible DASH Dual Tank Adhesive(RIBBON,12-inch o.c.) -307.5
V13-13. ASTM D41 SureMB 90TG or 120TG Base Torch-applied Flexible DASH or Flexible DASH Dual Tank Adhesive(RIBBON,6-inch o.c.) -495.0
20. An optional air/vapor barrier of VapAir Seal MD,self-adhered to the deck or to a loose-laid FBC Approved gypsum-based thermal barrier,may be installed atop steel roof decks,may be installed atop steel roof decks
for System Types B-1,B-2,C-1,C-2,D-1 and D-2 prior to installation of the roof assembly noted herein.
21. The following insulations are interchangeable within the scope of this Evaluation Report:
➢ H-Shield b H-Shield NH;
➢ VersiCore MP-H b VersiCore MP-H NH;
➢ H-Shield CG* H-Shield CG NH;
➢ SecurShield b SecurShield NH;
➢ H-Shield HD b H-Shield HD NH;
➢ SecurShield HD b SecurShield HD NH;
➢ H-Shield HD90 b H-Shield HD90 NH;
➢ SecurShield HD Plus b SecurShield HD Plus NH.
22. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
NEMO ETC,LLC Evaluation Report C35230.11.10-R21 for FL34207-R21
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/10/2019
Prepared by: Robert Nieminen,PE-59166 VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 4 of 72
ONEM01letc.
TABLE 2H: STEEL OR STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)..RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
Insulation Layer(Note 14) Roof Cover
System MDP
Deck(Note 1) Attach Fastener Lap Lap Seam
No. Type Membrane Fasteners (psf)
(Note 5) Spacing Width Spacing Weld
Min.22 ga.,type B,Grade Min.1.5-inch,one Prelim. VersiWeld or 12-inch 1.5-inch
SC-201 33 steel or more layers, attach VersiWeld Plus HPV-X Fastener and HPV-X Plates O.C. 5-inch 91-inch o.c. outside -37.5
any combination
Min.22 ga.,type B,Grade 33
steel,6 ft span,5/8"diameter VersiWeld(min.
Min.1-inch,one
puddle welds 6"o.c.,side laps or more laPrelim. nominal 60-mil) HPV-XL Fasteners and HPV-XL Plates 12-inch 5.5- 90.5-inch 1.5-inch 37.5
SC-202 secured 24"o.c.w/Y<"-14x1" Attach Attach or VersiWeld O.C. inch O.C. outside
long self-tapping hex-head any combination Plus
screw
one
Min.22 ga.,type B,Grade Min.1.5-inch, Prelim. VersiWeld or Trufast#15 EHD Fastener with Trufast 2.4"Barbed Metal 12-inch 5.5- 66.5-inch 1.5-inch
SC-203 33 steel or more layers, attach VersiWeld Plus Seam Plates O.C. inch O.C. outside -37.5
any combination
Min.22 ga.,type B,Grade 33
steel,6 ft span,5/8"diameter Min.1-inch,one or more layers
puddle welds 6"o.c.,side laps Prelim. VersiWeld or HPV-X Fasteners and HPV-X Plates or#15 Roofgrip with 2- 6-inch 5.5- 138.5-inch 1.5-inch
SC-204 secured 24"o.c.w/%"-14x1" , attach VersiWeld Plus 3/8"Eyehook Seam Plates(AccuSeam) O.C. inch O.C. outside 45.0
long self-tapping hex-head any combination
screw
Min.22 ga.,type B,Grade Min.1.5-inch,one HPV-XL Fasteners and HPV-XL Plates(steel only)or MP 14-10
Prelim. VersiWeld or 12-inch 5.5- 114.5-inch 1.5-inch
SC-205 80 steel or min.2,500 psi or more layers, attach VersiWeld Plus (concrete only)or CD-10(concrete only)Fasteners and HPV-X O.C. inch O.C. outside -45.0
structural concrete any combination Plates
Min.18 ga.,type B,Grade Min.1.5-inch,one HPV-X Fasteners(steel only),MP 14-10(concrete only)or CD-
Prelim. VersiWeld or 10(concrete only)Fasteners and HPV-X Plates or#15 12-inch 5.5- 114.5-inch 1.5-inch
SC-206 t steelorl min.2,500 psi or more layers,concrete any combination attach VersiWeld Plus Roofgrip(steel only)with 2-3/8"Eyehook Seam Plates O.C. inch O.C. outside 45.0
structural
(AccuSeam)
Min.22 ga.,type B,Grade Min.1.5-inch,one Prelim. VersiWeld or Trufast#15 EHD Fastener with Trufast 2.4"Barbed Metal 6-inch 5.5- 114.5-inch 1.5-inch
SC-207 33 steel or min.2,500 psi or more layers, attach VersiWeld Plus Seam Plates O.C. inch O.C. outside -45.0
structural concrete any combination
Min.22 ga.,type B,Grade 33
steel,6ft span,5/8"diameter Min.1-inch,one VersiWeld(min.
puddle welds 6"o.c.,side laps or more laPrelim. nominal 60-mil) HPV-X Fasteners and HPV-X Plates or#15 Roofgrip with 2- 6-inch 5.5- 114.5-inch 1.5-inch
SC-208 secured 24"o.c.w/%"-14x1" yers, attach or VersiWeld 3/8"Eyehook Seam Plates(AccuSeam) O.C. inch O.C. outside 45.0
long self-tapping hex-head any combination Plus
screw
(Mm 22 g_.,f pe B;Gradei tlNin.1.546EK,_on _. HPV-XFastener(steel only) MP 14 10(concrete only)or CD,
-- .� __ _= Prelim- +VersiWeld or _ -- ,� _ 214 5 mcfii t15 mcti
SC 209, 80 steel or mm 2 500"sn or more la ers,`> _-._ -- 10 concrete onl Fasteners and HPV X Plate or#15 Roof�i - _. ...:a {49:01
(attach. NersiWeld'PIi7s (a Y) -- -- _ _g.p track io c s 40- ide,
_ _ __ __ _
1`structur_al_concrete any comtimation` _ - (steelyonly):with 2 3/8'�Eyehook_Seam Plates(AccuSeam))
Min.1.5-inch,one
Min.22 ga.,type B,Grade Prelim. VersiWeld or HPV-XL Fasteners and HPV-XL Plates or Trufast#15 EHD 12-inch 5.5- 90.5-inch 1.5-inch
SC-210 33 steel or more layers, attach VersiWeld Plus Fastener with Trufast 2.4"Barbed Metal Seam Plates O.C. inch O.C. outside -45.0
any combination
NEMO ETC,LLC Evaluation Report C35230.11.10-R21 for FL14207-R21
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/10/2019
Prepared by: Robert Nieminen,PE-59166 VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 30 of 72