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FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
FL1654-R24
Revision
2017
Approved
5
POLYGLASS USA
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert@polyglass.com
Maury Alpert
malpert@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass.com
Rooflng
Modified Bitumen Roof System
RE:VIE D FOR
CODE C PL.IANCE
ST. L UCIE COUNTY
BOCC
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i; Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
09/13/2021
Validated By
John W. Knezevich, PE
'- Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL1654 R24 COI 2019 01 COI NIEMINEN.TLdf
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
ULIB97
2012
Equivalence of Product SUI
Certified By
Is
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
r-
Method 1 Option D
04/12/2019
04/14/2019
04/19/2019
06/18/2019
08/12/2019
FL #
Model, Number or Name
Description
1654.1
Polyglass SBS and APP Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems,
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654-
R24 odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application
Evaluation Reports
relates to one particular assembly over concrete deck.
FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MODBIT FL1654-
R74 pd
Refer to the ER Appendix for other systems and deck
types. 2.) Refer to ER, Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
ck xt
Ne Ba
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850487-1824
The State of Monte is an AA/EEO employer. Coovd9ht 2007-7013 State of Florida.:: privacy Statement :: Accessibility S[
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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department wide 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 hem .
Product Approval Accepts:
0 0 FMI hx M
Credit Card
Safe
ONEMOjetc'.
•ISTANCE
APPENDIX 1:
ATTACHMENT REQUIREMENTS
DECK I •
.... APPLICATION;
TYPE I
'DESCRIPTION
PAGE
.. TABLE. "
SA
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
1B
Wood.
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Oft) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
30-11
1D
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
SE
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
SF
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-18
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-22
111
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
23-28
11
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
29
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
30-32
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
33-37
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-1
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
38-39
2D
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-2
Insulated, Mech. Attached Velociflex, Bonded Roof Cover
4D-41
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
42-50
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
50
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
51-53
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
54
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
55-58
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
59
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
60
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
61
5D
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
61
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
61
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
62-64
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
64
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
64
6D
Existing gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
64
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
65-69
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
- 69
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. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute ofthe steel deck.
D Structural concrete: Minimum 1-inch embedmentinto pilot hole in accordancewith fastener manufacturers published installation instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-RZ4
Certificate of Authorization d32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 69
ONEMOJetc'.
3. Unless otherwise noted, Insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof 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 maybe substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet
fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration 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.
S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, referto Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
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 (HA):
Full coverage at 25-30 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-15):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA):
Continuous 0.25 to 0.5-Inch wide ribbons,12-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PGS):
Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c.
➢ OMG OlyBond 500 (OB500):
Continuous 0.75to 1-inch wide ribbons,l2-Inch o.c.(PaceCart or SpotShot). Note: OlyBond Green maybe used where O1yBond500Js referenced.
➢ OlyBond Classic (OB Classic):
Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants Polyset CR-20:
Continuous 2.5-3.5-inch wide ribbons,12-Inch o.c.
➢Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered.
➢ Nate: The maximum edge distance from 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 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:
D Millennium One Step Foamable Adhesive(M-OSFA):
MDP -157.5 psf (Min. 0.5-inch thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PG1):
MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG OlyBond 500 (013500):
MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500):
MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL)
D OMG OlyBond 500 (OB500):
MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
D OMG OlyBond 500 (OB500):
MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
D ICP Adhesives& Sealants Polyset CR-20:
MDP-117.5psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate Insulation boards shall be maximum 4x 4ft.
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 land 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assembliesmarked 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. Forfully bonded assemblies, 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. Aqualified 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 FK-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 Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
NEW ETC, LLC
Certificate of Authorization #32455
Prepared by: Robert Nleminen, PE-59166
6- EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233.1330
Evaluation Report P9290.02.08-R22 for FL1654-R24
Revision 22: 04/11/2019
Appendix 1, Page 2 of 69
ONEMOjetc'.
14. 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. Unless otherwise noted, 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 C350), 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.
15. Unless otherwise noted. refer to the following references for bonded base, Plv or cap sheet applications.
• ROOF COVERS
REFERENCE
LAYER
- MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20.40
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or A
Ibs/square
Asphalt -Applied)
Note:
Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 HP, Elastoshield HT
PG350 at 1.5-2.0
SBS-CA3
Cap Ply
Elastoflex V G, Elastoflex V G FR, Elastoflez 56, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS G, Elastoshield TS
gal/square
G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS
gal/square
G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
Base Ply or Ply
S6 HP, Elastoshield HT
SBS-AA
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS G,
Hot Asphalt at 20.40
Ibs/square
(5135, Asphalt -Applied)
Cap Ply
Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflez S6, Elastoflex S6 HP, Elastoshield HT
SBS-TA
(SBS, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G,
Torch -Applied
Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Self
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforSBS-SA are limited to the SBS-SA Base Ply options herein,
-Adhering
Elastobase (Poly/sand) or Elastobase (poly/poly).
APP-CA1
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass Base, Polyflex, Polybond
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP SA
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (Poly/sand) or Elastobase (poly/poly).
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-RZ4
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 69
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations.
applies:
NNEMOletc.
The lesser of the MDP listings below vs. those in Table 3A
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE r
OPTION
It
PRIMER
'
VAPOR BARRIER -'_--
INSULATION ADHESIVE
MOP(PSF)
TYPE
ATTACH
VB-1.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch D.C.
-60.0
VB-2.
PG100
Polyglass Base
Torch -applied
Inta-Stik or CR-20, 12-Inch D.C.
-75.0
VB-3.
PG100
Elastoflex SA P
Self -Adhering
Insta-Stik, 12-Inch D.C.
-75.0
VB-4.
PG100
Elastoflex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch D.C.
-157.5
VB-S.
PG100
Elastoflex SAP
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-6.
PG100
Elastoflex SAV,Elastoflex SAVFR,Elastoflex SAV
Plus, Elastoflex SA V Plus FR
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
I Adhesive, OlyBond 500 or CR-20, 12-inch D.C.
-290.0
17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
SURFACING OPTIONS MODIFIED • • F SYSTEMS
Option It
Surfacing ...
Florida Product Approval
SURF-1.
PG300 Fibered Roof Coating
FL10291
SURF-2.
PG600 Non-Fibered Aluminum Roof Coating
FL10291
SURF-3.
PG650 Fibered Aluminum Roof Coating
FL10291
SURF-4.
PG700 High Quality Elastomeric Roof Coating
FL10291
SURF-S.
PG700QS (Quick Set) High Quality Elastomeric Roof Coating
FL10291
SURF-6.
PG800 Asphalt Emulsion Roof Coating
FL10291
SURF-7.
Polyplus 60 Premium Non-Fibered Aluminum Roof Coating
FL10291
SURF-8.
Polyplus 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
Polybrite 70 Premium Grade Elastomeric Roof Coating
FL10291
SURF-30.
Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating
FL10291
SURF-11.
Polybrite 71 HS
FL10291
SURF-12.
Polybrite 90 High Solids Silicone Roof Coating
FL10291
SURF-13.
Polybrite 95 Silicone Roof Coating
FL10291
SURF-14.
KM Acryl 15
FL27409
SURF-15.
KM Acryl 15 QS
FL27409
SURF-16.
KM Acryl 25
FL27409
SURF-17.
KM Acryl 25 QS
FL27409
SURF-18.
KM Acryl 40 HS
FL27409
SURF-19.
KM Acryl 85
FL27409
SURF-20.
KM PS#250
FL27409
SURF-21.
KM PS#220
FL27409
18. "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 P9290.02.08-R22 for FL1654-1124
Certificate of Authorization #32455 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 69
1.
NNEMOjetc'.
TABLE 1F: ....REROOF(TEAR-OFF)oR RECOVER
SYSTEM
TYPED: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
.Insulation Layer(s)
Base Sheet Roof Cover (Note 15)TIMDPNo.
Deck (Note 1)
Type
Attach
Type
Fastdn
Attach Base Ply
UpAPA
rated,7/16
Trufast Versa Fasteners (min. Y." penetration) &
CAT, 0.418 in.,
One or more
Plates; 2 screws per plate Installed 180° Into the
6-inch o.c. at min. 4inch lap and 6-
Exposure 1 OSB or
layers, any
Loose -laid
Polyglass Base
holes of the plate, parallel to the width -direction
inch o.c, at three (3), equally APP-TAAPP-TA
W-71
min. 15/3Y'APA
combination
spaced, staggered center rows
rated plywood
of the sheet`
Note:
-For re -roof or recover construction,field withdrawal resistance testing (Note 11) shall yield minimum 1031bf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized
to produce minimum withdrawal resistance
Min. 15/32-inch
One or more
Prelim.
Elastobase,
Trufast H12 DP or Trufast #14 HD with Trufast 3"
6-inch o.c. at min. 4-inch lap and 6-
(Optional) BP -AA
W-72
layers, any
I
inch o.c. at five (5), equally spaced,
SBS-AA
-120.0
plywood
combination
Attached
Elastobase P
Metal Insulation Plates
staggered center rows
or SBS-AA
I Min. 15/32-inch
One or more
Prelim.
Elastobase,
OMG #12 Standard Roofgrip or OMG #14 Heavy
6-inch o.c. at min. 4-inch lap and 6-
(Optional)BP-AA,
W-73
plywood
layers, any
_
Attached
ElastobaseP
DutyTAorA,SBS-
Duwith OMG 3" Round Metal Plates or OMG Flat
inch o.c. at flue (5), equally spaced,
SBS-AA, SBS-TA,
TA or APP-TA
-120.0
combination
Bottom Metal Plates
staggered center rows
APP-TA
One or more
OMG #12 Standard Roofgrip or 0MG#14 Heavy
6-inch o.c. at min. 4-inchlap and 6-
W 74
Min. 15/32-inch
layers, any
Prelim'
Polyglass Base
Duty with OMG 3" Round Metal Plates or OMG Flat
inch o.c. at five (5), equally spaced,
(Optional) APP-TA
APP-TA
-120.0
plywood
combination
Attached
Bottom Metal Plates
staggered center rows
SE6-AGHEa1NG BASE PLY:.
One or more
Elastobase,
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast
12-inch o.c. at min. 4-inch lap and
SBS-SA, APP-
W-75
Min. 19/32-inch
layersany
Prelim.
Elastobase P(poly-
#14 or Trufast 3" Metal Insulation Plate with Trufast
12-inch o.c. at two, equally spaced,
SBS-SA
SA, SBS-TA or
-52.5`
plywood
,
combination
Attached
film top)
HD
staggered center rows
APP-TA
One or more
Elastobase,
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast
12-inch o.c% at min. 4-inch lap and
W-76
Min. 19/32-inch
layers, any
Prelim.
Elastobase P (poly-
#14 or Trufast 3" Metal Insulation Plate with Trufast
12-inch o.c. at two, equally spaced,
PolyRex SA Base
APP-TA
-52.5•
plywood
had Art
film top)
HD
staggered center rows
One or more
Elastobase,
12-inch o.c. at min. 4-inch lap and
SBS-SA, APP-
W-77
Min. 19/32-inch
layers, any
Prelim.
Elastobase P (poly-
OMG Flat Bottom Plates (square) with Roofgrip #12
12-Inch o.c. at two, equally spaced,
SBS-SA
SA, 5B5-TA or
-60.0'
plywood
combination
Attached
film top)
staggered center rows
APP-TA
Min. 19/32-inch
One or more
Prelim.
Elastobase,
12-inch o.c. at min.4inch lap and
W-78
layers, any
Elastobase P (poly-
OMG Flat Bottom Plates (square) with Roofgrip #12
12-loth o.c. at two, equally spaced,
PolyRex SA Base
APP-TA
-60.0•
plywood
combination
Attached
film top)
staggered center rows
APA rated, 19/32
Trufast Versa Fasteners (min. Y.." penetration) &
CAT, 0.578 in.,
One or more
Elastobase,
Plates; screws per plate Installed 180° Into the
12-Inch o.c. at min. 4-inch lap and
SBS-SA, APP-
Exposure 1 OSB or
layers, any
Loose -laid
Elastobase P (poly-
holes of(the; late, parallel to the width -direction
12-Inch o.c. at two (2), equally
SBS-SA
SA,5B5-TA,
-67.5
W-79
min. 19/32" APA
combination
film top)
spaced, staggered center rows
APP-TA
rated plywood
of the sheet
Note:
-For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized
to produce minimum withdrawal resistance
NEMO ETC, LLC
Certificate of Authorization #32455
Prepared by: Robert Nieminen, PE-59166
6- EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233.1330
Evaluation Report P9290.02.08-R22 for FL3654-R24
Revision 22: 04/11/2019
Appendix 1, Page 17 of 69