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• FL# FL14207-R21
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer Versico Roofing Systems
Address/Phone/Email P.O. Box 1289
Carlisle, PA 17013
(800) 992-7663
'malpezzi@syntec.carlisle.com
r .
Authorized Signature Joe Malpezzi
• malpezzi@syntec.carlisle.com EVi
EWED FOR
Technical Representative Robert Patton CODE COMPLIANCE
Address/Phone/Email 1555 Ritner Highway �+
Carlisle, PA 17013 ST. LUCIE COUNTY
(717) 245-7264 ��
Robert.PATrON@syntec.carilsie.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
O 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
O 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
UL 1897p 2012
Cy
Equivalence of Product Standards
� y
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 J. 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-R21.pdf
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 Non-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 atatement::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
mail to this entity.Instead,contact the office by phone or by traditional mail.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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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
18 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-1A 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
SA 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
7B 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
71) 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-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 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 polyisocyanurate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the CW 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. 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 loyers(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 C35230.11.10-R21 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 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.
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 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 CER1592). 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 ftZ/gal
VersiWeld or VersiWeld HS/ES Reinforced TPO Membrane Aqua Base 120 Bonding Adhesive(Aqua Base 120) Contact(both sides) 120 ft2/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 G200SA Yellow Substrate Adhesive Contact(both sides) 60 ft'/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
Only for use over VersiCore RL or SecurShield HD RL substrates. Roof cover is broomed
VersiFleece RL""TPO VELCRO®Brand Securable Solutions into place and rolled with 150.1b roller to establish contact.
17.
NEMO ETC,LLC Evaluation Report C35230.11.10-R21 for FL14207-1121
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 3 of 72
ONEMOjetc.
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 D.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
702 Primer,702 LV Primer or
VB-6. CAV-GRIP Primer VapAir Seal 725TR Self-adhering DASH 100 LV,FULL-coverage at 1 gal/square. 210.0
VB-7. 702 Primer,702 LV Primer,CAV- VapAir Seal 725TR Self-adhering Flexible DASH or Flexible DASH Dual Tank Adhesive(RIBBONS,6-inch o.c.) -270.0
GRIP Primer or CAV-GRIP 3V
VB-8. CAV-GRIP Primer or CAV-GRIP 3V VapAir Seal 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-10. 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
VB-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 b 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 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 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 4 of 72
fONEMOjetc.
TABLE 2H: STEEL OR STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
'Insulation Layer,(Note 14) Roof Cover
System Deck(Note 1) Attach Fastener Lap Lap Seam MDP
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 Min.1-inch,one VersiWeld(min.
SC-202 or more layers, HPV-XL Fasteners and HPV-XL Plates
puddle welds 6"o.c.,side laps Prelim. nominal 60-mil) 12-inch 5.5- 90.5-inch 1.5-inch -37.5
secured 24"o.c.w/W-14x1" Attach or VersiWeld O.C. inch O.C. outside
long self-tapping hex-head any combination Plus
screw
Min.1.5-inch,one or more layers,
Min.22 ga.;type B,Grade 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 any combination attach VersiWeld Plus Seam Plates O.C. inch O.C. outside 37.5
Min.22 ga.,type B,Grade 33
steel,6 ft span,5/8"diameter Min.1-inch,one
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" or more layers, 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
HPV-X Fasteners(steel only),MP 14-10(concrete only)or CD-
Min.18 ga.,type B,Grade Min. inch,one 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,6 ft span,5/8"diameter VersiWeld(min.
Min.1-inch,one
puddle welds 6"o.c.,side laps Prelim. 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" or more layers, 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
Min:22 ga,type B;Grad-e (Min 15-inch,one (HPV=X Fastener(steel onlv),MP 14 10(concrete only)or CD-
Prelim) Ue�siVileld or _, _ 12=inchl (5:5 114.5=inchl i.5=inch
SC=209 80 steel o�mmI .2;500 psi or more layers,) ---- -� 10(concrete only)Fasteners and-HPV X Ptate or#15 Itoofgnp) 45A
structural concrete) any_combffifion attach VersiWeld Plus ((-u�y) --/8"Eyehook Seam_Plates(AccuSeam)) o.c, inch o.c. outside
steel onl with 2-3
one
Min.22 ga.,type B,Grade Min.1.5-inch, 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 F1.14207-1121
Certificate of Authorization#32455 0 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