HomeMy WebLinkAboutEVALUATION REPORT0
SCANNED
BY
St. Lucie County
ENGINEER EVALUATE TEST
1I IIATInN RFPOF
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CONSULT CERTIFY
Versico Roofing Systems Evaluation Report C35230.11.30-R16
P.O. Box 1289 FL14207-1117
Carlisle, PA 17013 Date of Issuance: 11/02/2010
(717) 245-7264 Revision 16: 04/16/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: VersiWeld TPO Single Ply Roof Systems
LABELING: Labeling shall be in accordance with the requirements of the Accredited. Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEMO Ietc. 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 "NEMOIetc. 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 6, plus a 64-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
iP-:`duo-aataf 'i'•
'a'•'R:--" T�>+
The Facsimile seal appearing was authorized by Robert
c.q:e
^+•^E?,q;
Nleminen,P.E. on 04/16/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOI 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.
ONEM01eft.
ROOFING SYSTEMS EVALUATION:
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 6" Edition (2017) Florida Building Code
through testing
in accordance
with the following
Standards.
Compliance
is subject to the
Installation
Requirements and
Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.13.2
Physical Properties
ASTM D6878
2011
TAS 110
Physical Properties
TAS 131
1995
3. REFERENCES:
Entity
Exam
Reference
Date
Eftfiv
Exam
Reference
Date
ACRC(TST4671)
Wind
07-051
08/29/2007
FM Apo (TST1867)
FM 4474
3017662
06/07/2005
ACRC(TST4671)
Wind
07-059
10/15/2007
FM App(TST1867)
FM 4474
3023032
07/20/2005
ACRC(TST4671)
Wind
10-009
05/19/2010
FM App (TST1867)
FM 4474
3018631
11/03/2005
ACRC(TST4671)
Wind
10-018
08/25/2010
FM App (TST1867)
FM 4474
3023999
11/08/2005
ACRC(TST4671)
Wind
10-019
08/25/2010
FM Apo PST1867)
FM 4474
3020845
01/25/2006
ACRC(TST4671)
Wind
11-034
06/28/2011
FM Apo CM1867)
FM 4474
3021941
03/20/2006
ACRC(TST4671)
Wind
11-035
06/29/2011
FM App (TST1867)
FM 4474
3023340
03/20/2006
ACRC(TST4671)
Wind
11-036
06/29/2011
FM App (TST1867)
FM 4474
3023458
07/18/2006
ACRC(TST4671)
Wind
11-037
06/29/2011
FM Apo (TST1867)
FM 4474
3024593
07/27/2006
ACRC(TST4671)
Wind
15-002
03/30/2015
FM Apo 0ST1867)
FM 4474
3022174
09/25/2006
ACRC(TST4671)
Wind
15-008
04/02/2015
FM App (TST1867)
FM 4474
3021235
06/01/2007
ACRC(TST4671)
Wind
15-009
04/06/2015
FM App (TST1867)
FM 4474
3026964
07/25/2007
ACRC(TST4671)
Wind
15-011
07/07/2015
FM App M1867)
FM 4474
3029438
08/22/2007
ACRC(TST4671)
Wind
15-012
07/07/2015
FM Apo (TST1867)
FM 4474
3031350
09/27/2007
ACRC(TST4671)
Wind
15-015
07/09/2015
FM App(TST3867)
FM 4474
3030536
10/09/2007
ACRC(TST4671)
Wind
15-016
07/09/2015
FM Apo (TST1867)
FM 4474
3028655
11/09/2007
ACRC(TST4671)
Wind
15-018
07/10/2015
FM App (TST1867)
FM 4474
3026951
01/21/2008
ACRC(TST4671)
Wind
15-019
07/14/2015
FM App (TST1867)
FM 4474
3031349
OS/13/2008
ACRC(TST4671)
Wind
15-020
07/14/2015
FM App (TST1867)
FM 4474
3031765
07/21/2008
ACRC(TST4671)
Wind
15-021
07/15/2015
FM App (TST1867)
FM 4474
3029840
09/08/20D8
ACRC(TSr4671)
Wind
15-037
12/28/2015
FM Apo (TST1867)
FM 4474
3033217
12/08/2008
ACRC(TST4671)
Wind
15-038
12/28/2015
FM App (TST1867)
FM 4474
3034985
12/15/2008
ACRC(TST4671)
Wind
15-041
12/30/2015
FM App (TST1867)
FM 4474
3034066
04/14/2009
ACRC(TST4671)
Wind
15-043
01/04/2016
FM App (TST1867)
FM 4474
3034776
08/07/2009
ACRC(TST4671)
Wind
15-045
01/11/2016
FM Ara(TSr1867)
FM 4474
3037400
09/02/2009
ACRC(TST4671)
Wind
15-046
01/11/2016
FM App (TST1867)
FM 4474
3033356
10/09/2009
ACRC(TST4671)
Wind
15-047
01/12/2016
FM App (TST1867)
FM 4474
3034297
11/13/2009
AT (TST1588)
FM 4470
01-37050.01
03/13/2000
FM App (TST1867)
FM 4474
3040639
08/11/2010
An (TST1588)
FM 4470
01-39152.01
03/28/2001
FM App (TST1867)
FM 4474
3036762
03/08/2011
An(T5T1588)
Physicals
01-37490.01
OS/26/2004
FM App(TST3867)
FM 4474
3041535
06/08/2011
An (TSr1588)
FM 4470
63524.01-111-47
03/1612D06
FM App (TST1867)
FM 4474
3039340
06/24/2011
An (TST1588)
FM 4470
76506.01-111.47
09/06/2007
FM App (TST1867)
FM 4474
3043858
08/25/2011
An (TSr1588)
FM 4470
77891.01-111-47
10/26/2007
FM App (TST1867)
FM 4474
3041797
10/13/2011
An (TST1588)
FM 4474
C1141.01-309-18
09/13/2012
FM App (TST1867)
FM 4474
3039073
11/22/2011
An (TST3588)
TAS 114
D7772.01-109-18
07/09/2014
FM App 0 ST1867)
FM 4470
1%9A4.AM
12/06/2011
AM (TST1588)
TAS 114
D7772.02-109-18
07/14/2014
FM App (TST1867)
FM 4470
3000919
12/06/2011
An (TST1588)
TAS 114
E4981.01-10948
02/26/2015
FM App (TST1867)
FM 4470
3041535
12/06/2011
CrL (TST3577)
FM 4474
CrLA-10511
10/13/2008
FM App (TST1867)
FM 4470
3044748
12/06/2011
CrL (TST1577)
FM 4474
CTLA-105R.1
10/13/2008
FM App (TST1867)
FM 4474
3040260
02/27/2012
Cn(TST1577)
FM 4474
CTLA-305R-2
10/13/2008
FM App(TST1867)
FM 4474
3041799
03/29/2012
CTL(TSTI577)
FM 4474
ULA-106R
10/16/2008
FM App(TST1867)
FM 4474
3043824
04/06/2012
CTL'(TST1577)
FM 4474
CTLA-106R-1
10/16/2008
FM App (TST1867)
FM 4474
3039762
09/07/2012
CrL(TST1577)
FM 4474
CTLA-106R-2
30/16%2008
FM App (TST1867)
FM 4474
3047327
09/13/2012
CTL(TST1577)
FM 4474
CrLA-106R-3
30/16/2008
FM App (TST1867)
FM 4474
3040639
09/18/2012
CrL(TST1577)
FM 4474
CTLA-106R-4
10/16/2008
FM App (TST1867)
FM 4474
3043858
09/25/2012
NEMO ETC, LLC Evaluation Report C35230.11.10-RS6
certificate ofAWhorizatian#32455 fir" EDITION (2017) FBC NON-HVHZ EVALUATION FL34207-R17
VersiWeld TP051ngle Ply Roof Systems Revision 16: 04/16/2018
Page 2 of S
NNEMOjetc.
Entity Exam Reference Date Entit Exam Reference Date
CrL (TST1577) TAS 117 CTLA 111R 01/13/2009 FM Apo (TSr1867) FM 4474 3042075 10/23/2012
ERD (TST 6049) Physicals U0215.05.06.1 05/30/2006 FM Apo ITST1867) FM 4474 3049189 03/11/2014
ERD (TST 6049) FM 4470 E9490.03.08 03/25/2008 FM App(TST3867) FM 4474 3048753 09/16/2014
ERD (TST 6049) Physicals C32760.01.11 01/19/2011 FM App(T5T3867) FM 4474 3051392(data) 10/15/2014
ERD (TST 6049) Physicals A35880.04.12-111 10/26/2012 FM Apo(TST1857) FM 4474 3054838 02/13/2015
ERD (TST 6049) Physicals C46470.07.14-1A 07/16/2014 FM Apo(TST3867) FM 4474 3OS5462 04/01/2015
ERD (TST 6049) Physicals C46470.07.14-18 07/16/2014 FM App (TST3867) FM 4474 3050229 01/25/2016
ERD (TST 6049) Physicals C46470.07.14-4-R1 07/21/2014 FM App(TST1867) FM 4474 3058125 02/04/2016
ERD (TST 6049) Physicals C4647D.07.14-2A 07/30/2014 FM App (TST3867) FM 4474 3055167 02/10/2016
ERD (TST 6049) Physicals C46470.07.14-2B 07/30/2014 FM App (TST3867) FM 4474 RR206411 09/26/2018
ERD (TST 6049) FM 4474 SCI0010.02.16 02/29/2016 FM Apo(TST3867) FM 4474 3056745 09/28/2016
ERD (TST 11294) FM 4474 13380.01.17 01/27/2017 FM App (TST1857) FM 4474 3058125 12/06/2016
ERD (TST 6049) FM 4474 CRL-SC33450.01.17 01/31/2017 FM App (TST1867) FM 4470 3063373(date) 10/10/2017
ERD (TST 6049) Physicals CRL-SC14240.17 03/21/2017 FM Apo(TST3867) FM 4474 3063373(data) 11/07/2017
ERD (TST 11294) FM 4474 CLT36160.08.17-1 09/28/2017 FM Apo(TST3867) FM 4474 PR449852(data) 03/29/2018
ERD (TST 11294) FM 4474 CLTI6160.08.17-2 08/28/2017 M-D(CER3592) Wind Uplift 12-0216.01 03/08/2012
FM App(TST3867) FM 4470 3Z9A1.AM 10/15/1997 M-D(CER1592) Wind Uplift 13-0617.20 09/05/2013
FM Apo(TST3867) FM 4470 3001580 11/16/1998 M-D(CER1592) Wind Uplift 13-0307.02 09/26/2013
FM Apo(TST1867) FM 4470 3DO1522 03/26/1999 NEMO(TST 6049) FM 4474 2-CRL-18-002 03/14/2018
FM Apo(TST1867) FM 4470 3DO3393 03/30/1999 NEMO(TST 11294) FM 4474 4-CRL-18-003 03/22/2018
FM App(TST3867) FM 4470 3DO3337 06/11/1999 NEMO(TST 6049) Physicals 4-CRL-18-002.04.18.1 04/03/2018
FM Apo(TST3867) FM 4470 3006110 06/13/2001 NEMO(TST 6049) Physicals 4-CRL-18-002.04.18-2 04/03/2018
FM Apo(TST1867) FM 4470 3011329 06/10/2002 NEMO(TST 6049) Physicals 4-CRLA8-002.0418-2A 04/03/2018
FM Apo CM1867) FM 4470 3012879 04/04/2003 NEMO(T5T 6049) FM 4474 2-CRL-18002 04/13/2018
FM App (TST3867) FM 4470 3013584 06/27/2003 Pit I CMT(TST5878) FM 4474 CST.016-02-01 05/04/2011
FM App(TST3867) FM 4470 3014692 08/05/2003 Pit I CMT(TST5878) FM 4474 CST-016.02-01 05/05/2011
FM App(TST3867) FM N170 3016355 09/15/2003 UL, LLC(TST9628) UL1897 08CA15815 10/22/2008
FM App (TST3867) FM 4470 3019890 12/16/2004 UL, U.C. (QUA9625) QC Inspection (MS) 06/01/2017
The following roof covers are mechanically attached or fully 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 (TPO) 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 FIR 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 or TPO 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 (TPO) single -ply roof
membranes with a polyester fleece backing formulated for hot asphalt application; meets ASTM D6878-11 & TAS
131.
4.7 VersiWeld QA 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.
NEMO ETC, LLC Evaluation Report C35230.11.10-R16
Certificate ofAulhonzatlon N32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL14207-R37
VersiWeld TPO Single Ply Roof Systems Revision 16: 04/16/2019
Page 3 of 5
ONEMOletc.
5.1 This is a building code evaluation. Neither NEM01etc. 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 WD3, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'
carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone
2/3 enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing
Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any
surface conditions exist that bring system performance into question, field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be
conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
NEMO ETC, LLC Evaluation Report C35230.11.10-R36
Certi(cate of Authorization H32455 61e EDITION 12017) FBC NON-HVHZ EVALUATION FL14207-R17
VersiWeld TPO Single Ply Roof Systems Revision 16: 04/16/2018
Page 4 of 5
r
ONEMOletc.
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.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted CA agency for information on product locations covered by CIA procedures in accordance with
FAC Rule 61G20-3.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (414) 248-6409; karen.buchmann@ul.com
-THE 64-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC
certificate of Authorization N32455 6- EDITION (2017) FBC NON.HVHZ EVALUATION
VersiWeld TPO Single Ply Roof Systems
Evaluation Report C35230.11.10-R36
F1.34207-1117
Revision 16:04/16/2019
Page 5 of 5
NNEMOletc.
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
3A Wood New. Reroof Rear-OfFl. Recover C-1 Mechanically Attached Insulation. Bonded Roof Cover 5
iB 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
IE Wood New. Reroof (Tear -Off). Recover E-1 Non -Insulated. Mechanically Attached Roof Cover 8
IF
Wood
New, Reroof (Tear -Off), Recover
E-2
Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
8
SG
Wood
New, Reroof (Tear -Off), Recover
G
Optional Insulation, Loose -Laid Roof Cover, Pressure Equalizing Vent
8
2A
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
B-1
Mach. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9-12
2B
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
B-1
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base Ply, Bonded Roof Cover
13
2C
Steel
New, Reroof (Tear -Off), Recover
B-2
Mech. Attached Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover
14-15
2D
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
16-22
2E
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
C-1
Mechanically Attached Insulation, Bonded Base Ply, Bonded Roof Cover
23
2F
Steel
New, Reroof (Tear -Off), Recover
C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
24-25
2G
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
D-1
Insulated, Mechanically Attached Roof Cover (Stress Plates)
26-31
2H
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
D-2
Insulated, Mechanically Attached Roof Cover (RUSS Strips)
32
3A
Structural Concrete
New, Reroof (Tear -Off)
A -IA
Bonded Insulation, Bonded Roof Cover
33-41
3B
Structural Concrete
New, Reroof (Tear -Off)
A -IA
Bonded Insulation, Bonded Base Ply, Bonded Roof Cover
42
3C
Structural Concrete
New, Reroof (Tear -Off), Recover
C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
43-44
3D
Structural Concrete
New, Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
45
3E
Structural Concrete
New, Reroof (Tear -Off), Recover
G
Optional Insulation, Loose -Laid Roof Cover, Pressure Equalizing Vent
45
4A
LWIC
New, Reroof (Tear -Off)
A-1A
Bonded Insulation, Bonded Roof Cover
46
4B
LWIC
New, Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
46
4C
LWIC over Steel
New, Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
47-49
4D
LWC over Structural Concrete
New, Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
5011
5A
CWF
New, Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
52
6A
Gypsum
Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
53-54
68
Gypsum
Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
54
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
55-57
7B
Various
Recover
A-1
Bonded Insulation, Bonded Base Ply, Bonded Roof Cover
58
7C
Steel
Recover
C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
59
7D
Steel
Recover
D-1
Insulated, Mechanically Attached Roof Cover
60
7E
Steel
Recover
D-2
Insulated, Mechanically Attached Roof Cover(RUSS Strips)
61
7F
Various
Recover
E-1
Non -Insulated, Mechanically Attached Roof Cover
62
7G
Various
Recover
F-1
Non -Insulated, Bonded Roof Cover
63
7H
Various
Recover
F-2
New LWC over Existine Roof, Bonded Roof Cover
64
NEMO ETC, LLC Evaluation Report C35230.11.10-R16 for FL34207-R17
Certificate of Authorization #32455 6- EDITION (2017).FBC NON-HVHZ EVALUATION Revision 16: 04/16/2018
Prepared by: Robert Nieminen, PE-59166 VersiWeld TPO Single Ply Roof Systems; (717) 245.7264 Appendix 1, Page 1 of 64
NNEMOjetc.
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.
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:
D Wood Deck: HPV Fastenerwith HPV Insulation Fastening Plate (aka, Versico's Insulation Fastening Plate). Minimum 1-inch wood penetration.
D Steel Deck: HPV Fastenerwith HPV Insulation Fastening Plate (aka, Versico's Insulation Fastening Plate). Minimum %-inch steel penetration, engage the top flute of the steel deck.
D 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 polyisoc/anurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the OA 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 structural 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. Vemico 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
D Hot asphalt:
FULL -coverage at 25 lbs/square.
➢ FAST 100, DASH 100-LV (FULL):
FULL -coverage at 1 gal./square.
D FAST 100, DASH 100-LV (RIBBON):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
D DASH 5-Gallon Jug Adhesive (DASH 5-GJA):
Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
D DASH Dual Cartridge (DASH DC):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
D DASH Dual Tank (DASH DT)(FULL):
Continuous 0.5-Inch wide, wet -beads, 4-inch o.c.
D 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.
D Flexible DASH (FULL):
FULL -coverage at 1 gal./square.
D 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 S00 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 distancefrom the adhesive ribbon to the edge of the insulation boardshall 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 maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase the MDP listings in the tables; rather if MOP listing below meets or exceeds that listed fora 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:
D FAST 100, DASH 100-LV or Flexible DASH: MDP -157.5 psf (Min. 0.5-inch thick)
D 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 WD3, 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.
NEMO ETC, LLC Evaluation Report C35230.11.1D-R16 for FL14207-R17
Certificate of Authorization #32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 16: 04/16/2018
Prepared by: Robert Nieminen, PE-59166 VersiWeld TPO Single Ply Roof Systems; (717) 245-7264 Appendix 1, Page 2 of 64
ONEMOletc.
10. 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 TA5 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 TA5 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.
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:
MEMBRANE
ADHESIVE
ETHOD
RATE
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane
VersiWeld Bonding Adhesive
(both sides)
60 ft2/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane
Aqua Base 120 Bonding Adhesive
(both sides)
120 ft2/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane
Low VOC Bonding Adhesive
(both sides)
60 ft2/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane
Sure -Seal 90-8-30A Bonding Adhesive
(both sides)
60 ft2/gal
VersiWeld Reinforced TPO Membrane
CAV-GRIP 3V Low-VOCAdhesive/Primer
(both sides)
P
110 ft2/gal
VersiFleece TPO
Aqua Base 120 Bonding Adhesive
(substrate)
120 ft2/gal
VersiFleece TPO
HydroBond Water -Based Adhesive
(substrate)
100 to 133 ft2/gal
VersiFleece TPO
FAST 100, DASH 300-LV, DASH DC, DASH DT, Flexible
DASH or Flexible DASH DT
(substrate)
RIBBON spaced as noted herein or
FULL Coverage =1 gal/square or continuous ribbons, maximum 4-inch o.c.
VersiFleeceACTPO
Versico Cold Applied Adhesive (V-CAA)
(substrate)
1.5 gal/square
VersiFleece ACTPO
Hot asphalt
I Wet lay (substrate)
25 lbs/square
17. For membrane systems attached using TPO 10-inch Pressure -Sensitive RUSS, the underside of the membrane which comes in contact with the tape shall be primed with TPO Primer. The membrane shall be secured
by placing the primed portion onto the tape portion of the VersiWeld TPO 10-inch Pressure -Sensitive RUSS and roll with a steel hand roller to ensure contact.
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/E5 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.
NEMO ETC, LLC Evaluation Report C35230.11.10-1116 for FL14207-R17
Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 16: 04/16/2018
Prepared by: Robert Nieminen, PE-59165 VersiWeld TPO Single Ply Roof Systems; (717) 245.7264 Appendix 1, Page 3 of 64
is
19. Vapor barrier options for use over structural concrete deck followed by adhesive -applied Insulation carry the following Maximum Design Pressure (MDP) limitations.
Table 3A or 3B applies.
fONEMojetc.
The lesser of the MDP listings below vs. those in
VAPOR BARRIER
O.
DECK; FOLLOWED
Option#
Primer
- Vapor Barrier
Insulation Adhesive
MOP(psf)
Type
Application
VB-1.
702 Primer
Versico 725TR
Self -adhering
DASH 100-LV, FULL -coverage at 1 gal/square.
-67.5
VS-2.
702 Primer
Versico 725TR
Self -adhering
'DASH 300-LV, DASH 5-Gallon Jug Adhesive (DASH 5-GJA) or DASH DC (RIBBON, 12-inch D.C.)
-67.5
VB-3.
702 LV Primer
Versico 725TR
Self -adhering
DASH 100-LV, FULL -coverage at 1 gal/square.
-97.5
VB-4.
702 LV Primer
Versico 725TR
Self -adhering
DASH 100-LV, DASH 5-Gallon Jug Adhesive (DASHS-GJA) or DASH DC (RIBBON, 12-inch D.C.)
-97.5
VB-S.
CAV-GRIP Primer
Versico 725TR
Self -adhering
DASH 100-LV, FULL -coverage at 1 gal/square.
-127.5
VB-6.
CAV-GRIP Primer
Versico 725TR
Self -adhering
DASH 100-LV, DASH 5-Gallon Jug Adhesive (DASH 5-GJA) or DASH DC (RIBBON,12-inch D.C.)
-127.5
VB-7.
ASTM D41
SureMB 90TG Base
Torch -applied
DASH 100-LV or DASH DC (RIBBON, 12-inch D.C.)
-165.0
VB-B.
ASTM D41
SureM690.Base
Hot -asphalt
Hot asphalt at 251bs/square
-172.5
VB-9.
ASTM D41
SureMB 90TG Base
Tarch-applied
Hot asphalt at 25 Ibs/square
-180.0
20. "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.
•
NEMD ETC, LLC Evaluation Report C35230.11.10-R16 for F1.14207-1117
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 16: 04/16/2018
Prepared by: Robert Nieminen, PE-59166 VersiWeld TPO Single Ply Roof Systems; (717) 245-7264 Appendix 1, Page 4 of 64
C
NNEMOjetc.
TABLE IE: WOOD
DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE
E-1: r MECHANICALLY ATTACHEDRO
Thermal Barrier
Roof Cover
SMDP
ystem
em
Type
Attach
Membrane
Fasteners
Fastener
Lap Width
Lap Spacing
Seam Weld
Deck (Note 1)
Po)
Spacing
(Optional) Any
VersiWeld, min. 60-
Min. inch COX or
Loose-
114.5-inch
W 19
approved
mil or VersiFleece
HPV-X Fasteners and HPV-X Plates
12-inch o.c.
5.5-inch
22 5
wood plank
plank
laid
O.C.ut
ut
outside
side
thermal barrier
FR TPO
(Optional) Any
VersiWeld, min. 60-
Min. 19/32-inch COX plywood or
Loose-
114.5-inch
1.5-inch
W20
approved
mil or VersiFleece
HPV-X Fasteners and HPV-X Plates
6-inch o.c.
5.5-inch
-45.0
wood plank
thermal barrier
laid
FR TPO
O.C.
outside
Min. 19/32-inch COX plywood or
(Optional)Any
Loose-
VersiWeld, min. 60-
1.5-inch
W-21
wood plank at max. 24-inch spans;
approved
laid
mil
HPV-XL Fasteners and HPV-XL Plates
12-inch o.c.
5.5-inch
90.5-inch o.c.
outside
-45.0
Ed ring shank nails, 6-inch o.c.
thermal barrier
HPV-X Fasteners and HPV-x Plates
Min. 19/32-inch plywood at max.
(Optional) Any
or #15 Roofgrip with 2-3/8" Eyehook
48-inch o.c.
Loose-
1.5-inch
W-22
24-inch spans; 8d ring shank nails,
approved
VersiWeld
Seam Plates (AccuSeam) installed
6-inch o.c.
5.5-inch
(overstrucural
-75.0
6-inch o.c.
thermal barrier
laid
through wood sheathing to engage
members)
outside
structural members
TABLE 1F: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SH EET, BONDED ROOF COVER
System Thermal Barrier Base Sheet Roof Cover
No. Deck (Note 1) Type Attach Base Sheet Fasteners Attach Membrane Adhesive MOP (psf)
Min. 19/32-inch plywood at (Optional) Any Atlas Summit Versico Insultite 12-inch o.c. at the 4-Inch laps
W-23 max. 24-inch spans; #10 x 2- approved Loose -laid Synthetic and Versico Seam and 12-inch o.c. at three, VersiWeld OA TPO Self -adhered -120.0
inch wood screws, 6-inch o.c. thermal barrier Underlayment Fastening Plates equally spaced rows in the
center of the sheet.
NEMO ETC, LLC Evaluation Report C35230.11.10-R16 for FL14207-R17
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 16; 04/16/2018
Prepared by: Robert Nieminen, PE-59166 VersiWeld TPO Single Ply Roof Systems; (717) 245-7264 Appendix 1, Page 8 of 64