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j FL# FL2533-1123 frJ1 frl ! :
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Application Type Revision
Code Version 2017rr f' r
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Application Status Approved ? ,?
Comments !
Archived LE
Product Manufacturer CertainTeed Corporation-Roofing
Address/Phone/Email 20 Moores Road
Malvern,PA 19355
(610)893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harner
mark.d.harner@saint-gobain.com
Technical Representative Mark D.Harner
Address/Phone/Email 18 Moores Road
Malvern,PA 19355
(610)651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W.Knezevich,PE
Cil Validation Checklist-Hardcopy Received
Certificate of Independence FL2533 R23 COI 2019 01 COI NIEMINEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
Equivalence of Product Standards
Certified By
https://www.floriciabuiIlding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRv... 8/22/2019
1
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Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/20/2019
Date Validated 06/20/2019
Date Pending FBC Approval 06/22/2019
Date Approved 08/13/2019
Summary of Products
FL# Model,Number or Name Description
2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems
Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2533 R23 II 2019 06 FINAL Al ER CERTAINTEED MODBIT FL2533
Approved for use outside HVHZ:Yes R23.odf
Impact Resistant:N/A Verified By: Robert Nieminen,PE PE-59166
Design Pressure:+N/A/-635 Created by Independent Third Party:Yes
Other: 1.)Refer to ER Section 5 for Limits of Evaluation Reports
Use.2.)The design pressure noted in this FL2533 R23 AE 2019 06 FINAL ER CERTAINTEED MODBIT FL2533-
application relates to one specific system.Refer R23.Ddf
to the ER Appendix for all systems and max Created by Independent Third Party:Yes
design pressures.
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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 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 4S5,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.
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ONEMOjetc.
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND U PLI FT 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 6-8
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
ID Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10-11
1E Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12-14
1F-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-19
_—��_ - --- – 19
1G Wood _ New or Reroof(Tear-Off) F - _ Non-Insulated,Bonded
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B _ Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 20-22
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23-27
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 28-30
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-38
3B Structural concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 38
3C Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 39
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40-43
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 44-46
4C Lightweight concrete New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47-52
4D Lightweight concrete Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 52
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 53
513 Cementitious wood fiber New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 55
5D Cementitious wood fiber New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-58
6B Existing gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 58-59
6C Existing gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 59
6D Existing gypsum Re roof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60
_`' _-
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover _;��� =�� 61-67
.v v 67
7B Various Recover F Non-Insulated,Bonded Roof Cover
v°EvaluatorvAeport 3520.03.04-1124 for FL2533-RZ3 --
NEMO ETC,LLC F,. ,
Certificate of Authorization#32455 6T 1
"EDITION(2017)FBC NON-HVHZ EVALUATION L. ::, Revision ,Page
1 of 67
2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 ; -: ; Appendix 1, 1
�r. I
O
MEMO I etc.
T !
he following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof
deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round
Insulation Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and --
engage the top flute of the steel deck.
➢ Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast#14 or DekSpike with Hex Plate or 3"Round insulation
Plate,Trufast HD or CF with Trufast 3"Metal insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. 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,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based 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.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed beneath rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),
whereby the base sheet screws and plates 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.
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).
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 lbs/square
➢ Ashland Pliodeck(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons ofsubsequent layers shall be perpendicular to those in the layer below.
Y Dow INSTA-STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c.
➢ ICP Adhesives Polyset BOARD-MAX: Continuous 3-inch ribbons,12-inch o.c.
➢ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamabie Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
A OMG OlyBond 500 or OlyBond Green(OB500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot)
➢ 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 maybe used as a drop-in for the equivalent thicker material listed in the table:
➢ Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP -105.0 psf (Min.1.0-inch)
➢ Ashland Pliodeck(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-inch)
A Dow INSTA-STIK Quik Set Insulation Adhesive(D-iS): MDP -120.0 psf (Min.1.0-inch)
➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min.1.0-inch)
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf
p (Min.1.0-inch)
➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.1.0-inch) c< ,
➢ OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3)
OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch ISO 95+GL)
OMG OlyBond 500(06500): MDP -315.0 psf (Min.0.5-inch ENRGY 3) ~�
> OMG :-
OB500 500 OlyBond Y ( ) MDP _-487.5 psf (Min.0.5-inch ACFoam ll)
NEMO ETC,LLC
Evaluation Report 3520:03.04-R24-for F1.2533-1123
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION t<. Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 67
j•..
N
B. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. MEMO etc.
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
Data Sheet 1-29 and Roofing Application Standard RAS 117. 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 AN51/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 Concrete Deck or Recover Applications using System Type D,the insulation is optional.
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. 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 of Record and Authority Having Jurisdiction.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
REFERENCE LAYER MATERIAL APPLICATION
BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20
(Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6 Hot asphalt at 20-40 lbs/square
BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in
(Base,Spot-Asphalt-Applied) 30-inch grid pattern
BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid
(Base,Spot-Asphalt-Applied) pattern noted herein.
BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced
(Base,Strip-Asphalt-Applied) as noted herein.
BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square
BP-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane
Adhesive,beads spaced 6-inch o.c.
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-AA Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base a )
(SBS,Asphalt-Applied) - ., ` . Hot asphalt at 20-40 lbs/Square
Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flirftlasii�fR=P—
CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlast:'i�GMS CbcslStar
NEMO ETC,LLC
�n Evaluation-Report 3520.03.04-R24 far_-FL2533-R23----Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION a Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic"Modified Bitumen Roof Systems; 610 651-5847 ���
Y ( ) Appendix 1,Page 3 of 67
-,r
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NNEMOjetc.TABLE 117-2:
DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE t: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Cover(No 15) MDP
Base Sheet Roof Cov to
No. (Note 1) Base Fasteners - Attach Ply Cap (PSW
Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates with (Optional)BP-
Min.15/32-inch plywood Base 20;Poly SMS Base;Ultra FlintFast#12 or 014;Trufast 3"Metal 6-inch o.c.at 4-inch lap and 6-inch o.c.in three AA,SBS-AA, SBS-AA,SBS- -97.5
W-95 at max 24-inch spans Poly SMS Base;Yosemite Venting Insulation Plates with DP or HD;OMG 3 (3),equally spaced,staggered center rows SBS-TA or TA or APP-TA
Base in.Round Metal Plates with OMG#14 HD APP-TA
W-96 Min.15/32-inch plywood Flintlastic APP Base T OMG 3 in.Round Metal Plates with OMG 6-inch o.c.at 4-inch lap and 6-inch o.c.in three App-TA APP-TA -97.5
at max 24-inch spans #14 HD (3),equally spaced,staggered center rows.
Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates with (Optional)BP-
W-97 Min. plywood Base 20;All Weather/Empire 8-inch o.c.at 4-inch lap and 8-inch o.c.at three SB5-AA or
W-97 FlintFast#14;Trufast 3"Metal Insulation AA,SBS-AA or -97.5
at max 24-inch spans Base;Poly SMS Base;Ultra Poly plates with Trufast HD (3)equally spaced,staggered center rows SBS-TA SBS-TA
SMS Base;Yosemite Venting Base
Glasbase;Flexiglas;Flintlastic BP-AA,SBS-
Min.19/32-inch plywood Base 20;Poly SMS Base;Ultra 7-inch o.c.at 3-inch lap and 7-inch o.c.in three SBS-AA,SBS-
W-9g Note 2 AA,SBS-TA or -105.0
at max 24-inch spans Poly SMS Base;Yosemite Venting (3),equally spaced,staggered center rows APP TA TA or APP-TA
Base
Min.19/32-inch plywood OMG 3 in.Round Metal Plates with OMG 7-inch o.c.at 3-inch lap and 7-inch o.c.in three
W-99 at max 24-inch spans Flintlastic APP Base T #144 HD or Dekfast Hex Plate with Dekfast (3),equally spaced,staggered center rows APP-TA APP-TA -105.0
#
Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates with (Optional)BP-
Min.15/32-inch plywood Base 20•POI SMS Base;Ultra FlintFast#12 or#14•Trufast 3"Metal 6-inch o.c.at 4-inch lap and 6-inch o.c.in four AA,SBS-AA, SBS-AA,SBS-
W-100 / P Y Y -127.5
at max 24-inch spans Poly SMS Base;Yosemite Venting Insulation Plates with DP or HD;OMG 3 (4),equally spaced,staggered center rows SBS-TA or TA or APP-TA
Base in.Round Metal Plates with OMG#14 HD APP-TA
W-101 Min.15/32-inch plywood Flintlastic APP Base T OMG 3 in.Round Metal Plates with OMG 6-inch o.c.at 4-inch lap and 6-inch o.c.in four App-TA APP-TA -127.5
at max 24-inch spans #14 HD (4),equally spaced,staggered center rows.
COLD-APPLIED SYSTEMS: Glasbase;Flexiglas Base;
Flintlastic Base 20;All Weather/ Flintfast 3 in.Insulation Plates with
W-102 Min. x 24-i inch plywood Empire Base;Yosemite Venting FlintFast#12 or#14;Trufast 3"Metal (-inch a.c.at 4-inch lap and d inch ceo.nter
r in three (Optional) SBS-CA1 -52.5
at max 24-inch spans Base;Flintlastic Poly SMS Base; Insulation Plates with DP or HD (3),equally spaced,staggered center rows SBS-CAl
Flintlastic Ultra Poly SMS Base
TABLE IG: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck I - Roof Cover(Nate 15)
_ Primer - MDP(psf )
No. (Note 1) Base 1 Ply Cap
W-103 Min.15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA-H (Optional)SBS-TA,APP-TA SBS-TA,APP=TA_-_ _ ___ -112.5
W-104 Min.15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA al)SBS-SA _ (OptionSBS-SA SBS-SA _ 127.5 ?
NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533=R23=
Certificate of Authorization#32455 67"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 19 of 67