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FL# FL1654-1118
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570)384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800)894-4563
jakins@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 Robert Nieminen J'
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/06/2018
Validated By John W. Knezevich, PE -
o Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R18 COI 2016 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
hUps://floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgvgqu2wp/o2bnFgUPv2pw6pKxAhwhNiTiY8R[HzVTEZ8Pwlcg°/`3d%3d 1/2
2126/2016 Florida Building Code Online
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 02/14/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Summary of Products
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 R18 11 2016 02 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R 18.12d
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 FL1654 RIB AE 2016 02 FINAL ER POLYGLASS MODBIT FL1654-
deck. Refer to the ER Appendix for other systems and RIB,pdf
deck types. 2.)Refer to ER,Section 5 for other Limits Created by Independent Third Party:Yes
of Use.
Contact Us::1940 North Monroe Street,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 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 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 dick here_
Product Approval Accepts'.
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'\JTRININ ERD
APPENDIx,l: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 4
1B-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-8
113-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 9-10
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 11
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-13
1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 14-15
1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 16-18
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(Screws&plates),Bonded Roof Cover 19-21
1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23-24
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 25-26
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 27-30
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 31-32
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38
SB CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45
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 AHJ. 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:
Wood: Minimum 0.75-inch penetration.
Y Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Y Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA
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.
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report P9290.02.08-R16 for FL3654-1118
Revision 16:02/08/2016
Certificate of Authorization 1!9503
Appendix 1,Page 1 of 45
Prepared by: Robert Nieminen,PE-59166
, TRINITY iI ERD '
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
S. 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.
Y Hot asphalt(HA): Full coverage at 25-30 lbs/square.
Y Dow Insta-Stik Roofing Adhesive(D-15): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
Y Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
D OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is
referenced.
Y OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
Y 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
Y Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
Y 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.
6. 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 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:
Y Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
Y OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
Y OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
Y OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam 11)
Y 3M Polyurethane Foam Insulation Adhesive CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully 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.
10. For mechanically attached compon6nts 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 TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. 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. 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.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-1136 for FL1654-R18
16
Certificate of Authorization 89503 Revision 1,Pag 2 of 45
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 45
ERD
TRINITY;
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABU I:PoLYGLAss RooF.Coveas:
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,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40
Applied) Note: Asphalt-applied sheets or Insulation shall not be applied to poly film surfaced membranes. lbs/square
Base Ply or Ply One or more plies Elastobase(poly/sand),Elastobase P(poly/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
SBS-AA Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap G SBS FR(sand-backed) lbs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect
Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Bose Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP SA Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,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).
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
Y PG200 Non Fibered Roof Coating;
'i PG300 Fibered Roof Coating;
Y PG600 Non-Fibered Aluminum Roof Coating;
Y PG650 Fibered Aluminum Roof Coating;
Y PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
Y PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
Y PG800 Asphalt Emulsion Roof Coating;
Y Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
Y Polyplus 65 Premium Fibered Aluminum Roof Coating;
Y Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
Y Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);
Y Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards:
Y Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
Y SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "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.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-R16 for FL1654-1118
Certificate of Authorization H9503 Revision 16:02/08/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 45
TRINRY?ERD
1
TABLE 7A:RECOVER APPLICATIONS
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER r
System Substrate(See Base Insulation Layer Top Insulation Layer Roof Cover(See Table 1) MDP
No. Notes 1&11) Type Attach Type Attach Base Ply Ply Cap (psf)
Min.2-inch ACFoam IV, min.1.5-inch Ultra-Max
R-29 Existing or Multi-Max FA-3,min.1.3-Inch ACFoam III or CR 20 Min.0.25-inch SECUROCK Gypsum-Fiber Roof CR-20 BP-AA,SBS- (Optional)BP-AA,SBS-
asphalticSBS-AA -225.0
roof min.1.0-inch ISO 95+GL,H-Shleld,H-Shleld CG or Board AA AA
ENRGY 3 or min.2.0 pcf Insulfoam
Min.2-inch ACFoam IV, min.1.5-inch Ultra-Max
R-30 Existing or Multi-Max FA-3,min.1.3-inch ACFoam III or CR-20 Min.0.25-inch SECUROCK Gypsum-Fiber Roof CR-20 APP-TA
asphaltic roof min.1.0-inch ISO 95+GL,H-Shield,H-Shield CG or Board (Optional)APP-TA APP-TA -232.5
ENRGY 3 or min.2.0 pcf Insulfoam
TABLE 7B:RECOVER APPLICATIONS
SYSTEM TYPE F:NON-INSULATED,BONDED BASE SHEET,BONDED ROOF COVER
System No. Substrate(See Primer Roof Cover(See Table 1)
Notes 1&11) Base Ply Ply Cap MDP(psf)
R-31 Existing asphaltic PG100 BP-AA(Optional If usin asphalt applied PI (Optional if using asphalt applied Base)BP-AA,SBS-
roof ( P g P pp Y) AA,SBS-TA or APP-TA SBS-AA,SBS-TA,APP-TA 45.0
Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report P9290.02.08-R16 for FL1654-R18
Certificate of Authorization U9503 Revision 16:02/08/2016
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 45 of 45