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HomeMy WebLinkAboutPRODUCT APPROVAL1/13/2021 Florida Building Code Online
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Product Approval Menu > Product or Aoplication Search > Application List > Application Detail
FL #
FL1654-R27
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(866) 802-8017
uspolyglasstechnical@polyglass.com
Quality Assurance Representative QA REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 410-1375
uspolyglasstechnical@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 11/07/2022
Validated By John W. Knezevich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Validation Checklist - Hardcopy Received
FL1654 R27 COI 2020 01 COI NIEMINEN.pdf
Standard
Year
ASTM D4601
2012
ASTM D4897
2009
ASTM D6162
2015
ASTM D6163
2015
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2015
https://www.floddabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d 1/2
1/13/2021
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
f - -- I
ASTM G155
2013
FM 4470
2016
FM 4474
2011
UL1897
2012
Method 1 Option D
10/02/2020
10/04/2020
10/12/2020
12/15/2020
FL #
Model, Number or Name
Description
1654.1
Polyglass Modified Bitumen Roof
SBS and APP modified bitumen roof systems
Systems
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654-
R27.odf
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 relates
Evaluation Reports
j to one particular assembly over concrete deck. Refer to the
ER Appendix for other systems and deck types. 2.) Refer to
FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654-
R27.odf
ER, Section 5 for other Limits of Use. 3.) Refer to FL16717
Created by Independent Third Party: Yes
for HVHZ jurisdictions.
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
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 email$
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:
AN ChecE E
Credit Carta
Safe
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ONEMOjetc.
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A 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 6-12
1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 12-14
ID Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 14-15
1E Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 15-19
1F Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19-23
1G Wood New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 23-29
1H Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36
11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37
2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 38-43
2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 44-50
2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51-53
2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velocifiex, Bonded Roof Cover 53-55
3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 56-68
3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 68
4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 69-73
4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 73-47
4C Lightweight concrete New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 74-78
5A Cementitious wood fiber Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 79-80
56 Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 80-82
5C Cementitious wood fiber Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 82
5D Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 83
5E Cementitious wood fiber Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 83
6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 84-88
6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 88
6C Existing gypsum Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 88
6D Existing gypsum Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 88
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 89-94
7B Various Recover F Non -Insulated, Bonded Roof Cover 94
NEMO ETC, LLC Evaluation Report P9290.02.08-R25 for FL1654-11127
Certificate of Authorization #32455 77H EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020
©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 94
UN NEMO
I etc.
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.
2 Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment.
➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
➢ Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions.
3 Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof
cover.
4 Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are installed
through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof
decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address
non -wind -uplift -related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components.
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 (February 2020).
6 Unless otherwise noted, insulation adhesive application rates areas 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.
➢ DuPont INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Note: OlyBond Green may be used where OlyBond 500 is 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 loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered.
➢ 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 maybe substituted with the following
Maximum Design Pressure (MDP) limitations. In no case shall these values be used to `increase' the MOP 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.
➢ H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): MDP = -157.5 psf (Min. 0.5-inch thick)
➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP = -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): MDP = -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (013500): MDP = -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (08500): MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (013500): MDP = -487.5 psf (Min. 0.5-inch thickACFoam 11)
➢ ICP Adhesives & Sealants Polyset CR-20: MDP = -117.5 psf (Min. 1.0-inch thick)
8 For adhered roof insulation and board -size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020).
9 For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in
accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
NEMO ETC, LLC Evaluation Report P9290.02.08-R25 for FL1654-R27
Certificate of Authorization #32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020
©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 94
ONEMOletc.
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 (February 2020) for Zone 2/3 enhancements.
10 For assemblies with all components fully bonded, 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.
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 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 shall be conducted on mock-ups of the proposed new roof assembly. 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. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional.
Alternatively, an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator
component shall be documented as meeting FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover it Recover applications.
14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current
LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the
minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWIC 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). 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 For bonded membrane applications, unless otherwise noted, refer to the following.
MEMBRANE / ADHESIVE COMBINATIONS
REFERENCE
LAYER
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Hot Asphalt at 20 4Q
Asphalt -Applied)
Note:
Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes.
Ibs/square
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshield HT
SBS-CA1
Cap Ply
Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex
S6 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FIR (sand -backed)
PG350 at 1.5-2.0
gal/square
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP
SBS-CA2
Cap Ply
Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex
S6 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FIR (sand -backed)
Polyplus 35 at 1.5-2.0
gal/square
SBS-AA
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
S6 HP, Elastoshield HT
(SBS, Asphalt -Applied)
Cap Ply
Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G,
Elastoflex 56 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FIR (sand -backed)
Hot Asphalt at 2Q-40
Ibs/square
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, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT
SBS-TA
(SBS, Torch -Applied)
Cap Ply
Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6
G, Elastoflex S6 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS
y (poly -film backed), Polyfresko G SBS FIR (poly -film
backed)
Torch -Applied
NEMO ETC, LLC
Certificate of Authorization 1#32455
©2018 NEMO ETC, LLC
7"' EDITION (2020) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02.08-R25 for FL1654-R27
Revision 25: 09/30/2020
Appendix 1, Page 3 of 94
MEMBRANE / ADHESIVE COMBINATIONS
REFERENCE
LAYER
MATERIAL
APPLICATION
SBS-SA-H
Base Ply
Elastobase SA
Self -adhering (followed
(SBS, Self -Adhering, Hybrid Systems)
by torch -applied
pl ied sheet)
Base Ply
One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR, Elastoflex SA Base HD
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates forSBS-SAare limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-CAI
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0gal/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
APP-SA-H
Base Ply
Polyflex SA Base
Self -adhering (followed
(APP, Self -Adhering, Hybrid Systems)
by sheet)
APP-SA
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polyfresko G SA FR, Polykool
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies.
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED By ADHESIVE -APPLIED INSULATION PER TABLE 3A:
OPTION
#
PRIMER
VAPOR BARRIER
INSULATION ADHESIVE
MDP
(PSF)
TYPE (NOTE 15)
APPLICATION
C-VB-1.
PG100
Elastoflex SA V Plus
Self -Adhering
D-IS or CR-20, 12-inch D.C.
-60.0
C-VB-2.
PG100
Polyglass Base
Torch -applied
D-IS or CR-20, 12-inch o.c.
-75.0
C-VB-3.
PG100
Elastoflex SA P
Self -Adhering
DAS, 12-inch o.c.
-75.0
C-VB-4.
PG100
Elastoflex SA P
Self -Adhering
M-OSFA, 12-inch D.C.
-157.5
C-VB-5.
P13100
Elastoflex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0
C-VB-6.
PG100
Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR
self -Adhering
M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c.
-290.0
C-VB-7.
PG100
SBS-TA (with sanded -top -surface)
Torch -applied
M-OSFA, M-PG-1, OB500 or CR-20, 12-inch D.C.
-290.0
17 The following surfacing may be 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 FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
OPTION #
SURFACING
FLORIDA PRODUCT APPROVAL
SURF-1.
PG 300
FL10291
SURF-2.
PG 600
FL10291
SURF-3.
PG 650
FL10291
SURF-4.
PG 700
FL10291
SURF-5.
PG 700 qS
FL10291
SURF-6.
PG 800
FL10291
SURF-7.
Polyplus 60
FL10291
NEMO ETC, LLC Evaluation Report P9290.02.08-R25 for FL1654-1127
Certificate of Authorization #32455 71" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020
©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 94
TAOLE II- WOOD. • • e. ..® •
SYSTEM TYPE F.- NON-INWILATE0, BODO ROOF COVER
System Roof Cover (Note 1S)
Deck (Note 1) Primer
No. MDP (Psf )
Joint Treatment Base Ply Ply Cap Ply
SELF -ADHERING BASE PLY:
APA rated,
W 208
7/16 CAT,
None
OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into
Elastoflex SA V Plus
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
0.418 in.,
p lace to create continuous bond.
or Elastoflex SA V
TA, APP-TA
SBS-TA, APP-TA
-52.5
Exposure 1 OSB
Plus FR
W-209
Min. 15/32-
None
None
(O p
(Optional) SBS-SA, 5BS-
SBS-SA, APP-SA,
inch plywood
TA, APP-TA
SBS-TA, APP-TASBS-SA
-90.0
W 210
Min. 15/32-
PG100
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
g7 5
inch plywood
TA, APP-TA
SBS-TA, APP-TA
W-211
Min. 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
Elastoflex SA V or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
inch plywood
into place to create continuous bond.
Elastoflex SA V FR
TA, APP-TA
SBS-TA, APP-TA
97.5
W 212
Min. 15/32-
POLYBRITE 745
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
inch plywood
or WB3000
TA, APP-TA
SBS-TA, APP-TA
-105.0
W-213
Min. 15/32
/
(Optional) PG100
PI
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
Elastoflex SA V Plus
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
inch I wood
p Y
into lace to create continuous bond.
p
or Elastoflex SA V
TA, APP-TA
SBS-TA, APP-TA
-135.0
Plus FR
HYBRID SYSTEMS WITH SELF -ADHERING APP BASE PLY:
Min. 15/32-
W-214
inch plywood
(Optional) PG100
None
APP-SA-H
(Optional) APP-TA
APP-TA
90.0
W-215
Min. 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
inch plywood
into place to create continuous bond.
APP-SA-H
(Optional) APP-TA
APP-TA
135.0
HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY:
Min. 15/32-
W-216
inch plywood
None
None
SBS-SA-H
(Optional) SBS TA
SBS TA
90.0
Min. 15/32-
W 217
inch plywood
PG100
None
SBS-SA-H
(Optional) SBS-TA
SBS-TA
-97.5
W 218
Min. 15/32-
(Optional) PG100
)
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
inch plywood
into place to create continuous bond.
SBS-SA-H
(Optional) SBS-TA
SBS-TA
97.5
W 219
Min. 15/32-
inch plywood
POLYBRITE 745
or WB3000
None
SBS-SA-H
(Optional) SBS-TA
SBS-TA
105.0
NEMO ETC, LLC
Certificate of Authorization #32455
@2018 NEMO ETC, LLC
7T" EDITION (2020) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02.08-R25 for FL1654-1127
Revision 25: 09/30/2020
Appendix 1, Page 37 of 94