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9/25/2019 Florida Building Code Online
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Product'Aoproval Menu>Product or Aoglication Search>Amlicatien List>Application History>Application Detail '�66Z
FL# FL2533-R22
rte"
Application-Type— Revision
Code Version
2017 5A
Application Status Approved
Comments
Archived
Product Manufacturer CertalnTeed Corporation-Roofing d.• d_ 9�
Address/Phone/Email 20 Moores Road V
Malvern,PA 19355 2
(610)893-5400.
mark.d,harner@saint-gobain.com
Authorized Signature Mark Hamer
mark.d.harner@saint-gobain.com
Technical Representative Mark D.Harrier
Address/Phone/Email 18 Moores Road
Malvern,PA 19355 RECEIVES
,(610)051-5847
Mark.D.Hamer@sa.in gobain.cp/prT cD!d cy aD 2019
Quality Assurance Representative UU 11.. I
ST. Lucie County, Permitting
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
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 03/09/2020
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL2533 R22 COI 2019 01 COI NIEMINEN pdf
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
,.._._..a_:�_�.:u:_____r__r_ ___ �u___..n__._�_...re�rvn..an.. ..a..,oevo..unucF.fli1[o%�fRFteRF�t(n:eflimni IRI itlR7rlPkvnr_'iiMnlill/whI1P 1/9
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9/2512019 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04/17/2019
Date Validated 04/21/2019
Date Pending FBC Approval 04/25/2019
nntA Approved 06/18/2019
Date Revised 06/20/2019
summa ry of Products
FL# Modell,Number or Name Description
2533.1 Flintlastic Modified Bitumen Modified Bitum I en Roof.Systems
_k._W_Sytems
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL2533 V2 1I 2019 04'FINAL Al ER
CERTAINTEED MODBIT OL2533
Approved for use outside HVHZ:Yes R22.pff i
Impact Resistant;N/A Verified By: Robert Nlemlnen,PE PE-59166 J
Design Pressure:+N/A/-635 Created by Independent Third Party:Yes
Other:1.)Refer toER Section,S for Limits of Use.. Evaluation Reports
2.)The design pressure noted In this application EL2533 R22 AE 20-19 04 FINAL ER CERTAINTEED MODBrr EL_2533-
relates to one spepific system. Refer to the ER R22.p
Lfi�pppendlx for all systems and max design pressures. Created-by Independent Third Party:Yes
Baclt Next ,I
Contact Us::2601.81alr,Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Floridi:ls an AA/EEO employer.-apoyri M2007-2013 State of Florida.::Privasy Statement,::Accessibility Statement:::fi2fMrfd Statement
Und&Florida law,erdall 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'questlons;,�please contact 850.487.1345.-Puiivanti6'sectl66,4sS.275(l),
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 emalis
provided may be used:for official communication with the llcensee.Mowever email addresses are public record.If you do not wish to supply a personal address,please
provide the Department.witfi an email address which can be made available to the public.To determine It you are a licensee under Chapter 4SS,,F.S.,please dick here
Product ApPircival Accepts:
1.
Credit Card
Safe
T jnR7nPk_____nWnt 1V6vht 1p,... 7/2
I '
NEMO etc.
TABLE DECK, APPLICATION TYPE DESCRIPTION PAGE
1A Wood ;New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover ! � S
1B Wood New or Reroof(Tear-Off) A=2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Laver 6-8
1c Wood New,Reroof(Tear-Off)or Recover 8 Mech.Attached Base Insulation,,bonded Top Insulation,Bonded Roof Cover, 9
1D 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
10d 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 hoof Cover 1 18-19
16 Woad New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 19
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 I 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 ( f 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 I 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-insufated,Mech.Attached Base Sheet,Bonded Roof Cover ( 47-52
4D Lightweight concrete Reroof(Tear-Off);or Recover E Non-insufated,Mech.Attached Base Sheet,°Bonded hoof Cover � 52
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover ( € 53
SB Cementitious wood fiber New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover ( 54
Sc Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached insulation,Bonded Roof Cover ( 55
SO Cementitious wood fiber New,Reroof(Tear-Off) E Nan-insulated,Mech,Attached Base Sheet,Banded Roof Cover 55
5A 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 Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet;BondedlRoofCover 60
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-67
7B Various Recover F Nan-Insulated,Bonded Roof Cover ! 67
NEMO ETC,ULC - - - -- _ ____ _ Evaluation Report 3520.03.04-R23 for FL2533-RZ2
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION - - - Revision 23:04/17/2019'-
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintiastic®Modified Bitumen Roof Systems;(610)651.5847 Appendix 1,Page 1 of 67
I
NEMC?4 etc.
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains#o above-deck roof,components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.Lead resistance of the roof
deck shatl be documented through proper codtfiedand/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall tie as follows. Fasteners shall be of sufflclentlength for the following engagements: 11€
_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 FiintFast#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,Dekfast1412 or#14with Hex Plate or 3"Round -
Insulation Plate,Tr'ufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FIIntFast 3"I�nsulatlon Plates. Minimum 0.75-inch steel penetration and.
engage the top flute of the steel deck.
Structural Concrete: OMG#14 Roofgrlp with Recessed or Flat Bottom Plate(Accutrac),OMG HD:or CD-10 with OMG-3 in.Galvalume Steel Plate,Dekfast#14 or DekSplke 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 I) ((
3.. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,periite,GlasRoc Roof Board ar gypsum-based roof board that meets the CIA requirements
of F.A.C.Rule 61620-3 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 Ty le D(mechanlcally 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 FBG Approval documentation.
S. Preliminary insulation attachment for System Type D:Uniess 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 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.
A Hot asphalt(HA): Full coverage at 2S-30Ibs/square
D Ashland Pliodeck(A-PD): Continuous 0.75 Inch wide ribbons,12-inch o.c. Ribbons ofsubsequent layers shall be pe rpendicular to those In the layer below.
A Dow INSTA-STtK 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.
A ICP Adhesives Polyset CR-20: Continuous 25to3-inch'wide-ribbons,12-inch o.c.
A Miilennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c.
➢ Millennium PG-i Pump Grade Adhesive(M-PG1): Continuous 0.5 to 0.75-Inch wide ribbons,12-Inch o.c-
A ,OMG:OIyBondSOO or OlyBond Green(OBSOO): Continuous 0.75-inch wide ribbons,12-Inch o.c.(PaceCart or SpotShot)
A Note: When�multiple layers(s)oinsdiatlon andjor coverboard are installed in ribbon-applied adhesive,boards shall be staggered Jramlayer--to layer.
Note: The maximum edge distance from the adhesiveribbon 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 stibstituted with the following Maximum
Design Pressure(MDP)'limitations. In no case shall these values be used fo'increase"the MDP'tlstings in the tables,ratherif Mir listing below:meets or exceeds that listed fora 3part►cularsystem inthe tables,then the
thinner board listed below may be used as a.drop-in for the equivalent thicker material fisted in the table:
D Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP =105.0 psf (Min.1.0-inch)
➢ Ashland Pllodeck(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-inch)
A Dow INSTA-STIK Quik Set Insulation Adhesive(D-1S): MDP -120.0 psf (Min.1.04nch)
➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min.1.0-Inch)
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -151.5 psf (Min.1.0-inch)
➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.1,0-inch)
➢ OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3)
D OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch iSO 9S+GL).
OMG Oly8ond 500(OBSOO): MDP -315.0 psf (Min.0.5-Inch£NRGY 3)
- -R.__OMG`Olypond SOO.(OB500): _ MDP -4875 psf (Min.0.5-Inch ACFoam 11)
NEMO ETC,LLC - --- - _ Evaluation Report 3520.03.04-R23 for F1,2533-1122
Certificate of Authorization#32455Sri'EDITION(2017)FBC NON-HVHZ EVALUATION - Revisfori`23i;04/17J2019=- _
Prepared by: RobertNieminen,PE-58166 tertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 67
I I
NNEMO I etc.
B. 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 S6,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 FIN(oss,Prevention Data'Sheet
heet1-29(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 withthe 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 orTesting 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 I
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'CB96),water and Portland cement(ASTM C150),with no proprietary additives,in.accordance with procedures adopted by Miami-Dade BCCO(FSC CER1592). Unless otherwise noted,use of these listings
In new construction or re-roof(tear-of)applications is at the discretion of the Designer-.of Recor.,d,and Authority Having Jurisdiction.
15. Uniess.otherwise.noted,refer to the following references for bonded base,ply or cap sheet applications.
REFERENCE LAYER MATERIAL I 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;Flintgias Premium Ply 6- + Hot asphalt at 20-40 lbs/square
i
BP-AA2 Base- Yosemite Venting Base Hot asphalt in 24-Inch diameter spots,in
(Base,Spat-Asphalt-Applled) 30-lr6 grid pattern
BP-AA3 Base Yosemite Venting Base I Hot asphalt in 9-Inch diameter spots Ingrid j
(Base,Spot-Asphalt-Applied) _ pattern noted herein.
BP-AA4 Base Yosemite Venting Base Hot asphalt in 94nch wide ribbons spaced
(Base,Strip-Asphalt•Appiled) I 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
Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 I Millennium Hurricane Force Membrane
BP-CA3 Adhesive,beads spaced 6-Inch o-c-
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-AAPly One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square
(SBS,Asphalt-Applied) Cap .Flintlastle FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;:FlintlasticFR-P
CoolStar;Flintlastic Premium FR-P;Flintlastic.GMS;Flintlastic GMS CooiStar 1
E
NEMO ETC,LLC - - -- _ - _- -= - .___,_ _� =_ - _ - Evaluation Report 3520.03.04-R23 for FL2533-R22
Certificate of Authorization#32455 6htEtNTiON(2017)•FBC NON-HVHZ EVALUATION `- -- Revisich 23:04/17/2019-
Prepared by: Robert Nieminen,PE-59166 CertalnTeed Flintlastic*Modified Bitumen Roof Systems;(614).651-5847 Appendix 1,Page 3 of 67
i
NNEMO etc.
•• r C • • • it • r
i3EFERENCE, LAYER MATERIAL_ APPLICATION
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base ! {
Note: Base ply cures overnight,prior to application of the ply or cap ply.
SBS-CAS FlintBOnd Brush or Karnak No.81 Cold
_(SOS,Cold•Applied) Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly.SNiS Base Process Modified Bitumen Adhesive Brush
Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CooiStar,Flintlastic FR Dual Cap;Fiint(asticFR-P;Flintlastic FR-P Grade at 1 gal/square
CociStar;Flintlastic Premium FR-P;Flintlastic GMS;Flintlastic GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base:Flintlastic Ultra Poly SMS Base
SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base C Henry#903 Adhesive at SS gal/square,
(sas;cold-Applied) Cap Fllntiestic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;.Flintlast(cFR-P;Flintlastic Fit-P
CoolStar;Flintlastic Premium FR-P;Flintlastic GMS;Flintlastic GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base !
8BS-CA3 Ply Flintlastic Base 20;.F11ntlastic Poly SMS Base;FlintiasticUltra.Poly SMS Base Millennium Hurricane Force Membrane
(SBS,Cold-Applied) Cap 'Flintlastic F..R Cap 30;Flintlastic FR Cap 30 CoolStar,.Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic F -P Adhesive,beads spaced o.c.
CoolStar,Flintlastic Premium FR-P;Flintlastic GMS;Flinttastic GMS CoolStar iI
Base Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T {
SBS-TA Ply One or more Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T Torch Applied
pplied
Cap Flintlastic FR Cap 30 T,Flintlastic FR Cap 30 T CoolStae,Flintlastic GTS-FR
Base One or more Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus
APF-TA
(APPJoroh-Applied) Cap Flintlastic STA;FI(ntlast(c STA Pius;Flintlastic GTA;FI(nttastie GTA.CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR TorchApplied
CooiStar {
SBS-SA-H Base/Ply Black Diamond Base Sheet;Fllntlastic.Ultra Glass SA SeAdherIn
,(SUS,Self-Adhering,Hybrid systemlf-
s) g
Base Flintlastic SA Piy__Base;Flintlastic$A Mid Ply-
SBS-SA
lySBS SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering
(Sa5,5elf-Adhering) i � g ;
Cap Fl(ntlasticSACap,Flintlastic SACap FR
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP limitations. The Lesser of the MDP°listings below vs.those Irk Table 3A applies:
OPTION PRIMER VAPOKBARRIER
# rlNStfLAT10N ADHESIVE MDP(PSF),
bl - TYPE-..,._.. _— - 11 _- ATTACH I i `
VB-1. FlintPrime Flintlastic SA PlyBase Self-adhering OB500,12-loch o.c. -82.5
VB-2'. FIIntPr(me Flintlastic GTA Torch applied ( M-OSFA or tA,PG1,12-inch o:c. 420.0
VB-3. I FlintPrime Flintlastic Base 20T,Fiinttastic FR.Cep 30 T or Flintlastic GTS Torch-applied ( M-OSFA or to-PG1,12-inch o.c. -495.0
17. "MDP"=Maximum Design Pressure Is the result of testing for wind load resistance based on ailowablew(nd loads.Refer to FBC 1609 for determination of'design wind loads:
f
NEMO ETC,LLC –' — _ Evaluation Report 3520.03.04-1123 for FL2533-1122
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION — — —_. --_ `Revision 23:04/17/2019=- _–
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic"Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 67 s
NNEMO etc.
� : :. D•..
SYSTEM TYPE ANICALLYATTAtHESystem Deck Base'Sheet Roof6over,(NotL-15): MDP
No. (Note 1) Base Fasteners Attach ( Ply Cap (Psfl
SELF_ADHERINGSYSHMS: -I--
_ 9-inch o.c.at.min.3-inch lap and 12-inch o:c.in
Min.15/32-inch plywood at two(2),equally spaced,staggered center rows; (Optional).SBS-
W-57 Flintlastic SA NailBase Simplex MARX Cap ( SBS-SA 45.0•
max 24-inch spans Stress plates shall be primed with Flint jrime SA
(ASTM D41):primer.
W-58
Min.15/32-inch plywood at Min.i-inch long,12 ga.Simplex 6-inch o.c.at min 2-i.nch lap and'fi=inchlo.c.in (Optional)SBS-
max 34-inch spans Metal Cap Nails four(4);
FllntlasticSANallbase ,equally spaced;staggered cente
I r rows SA SBS-SA -52.5
i
Min.19/32-Inch plywood at 32 ga.,1-5/8-Inch dia•tin caps 8-inch o.c.at min.2-Inch-lap and 8-Inchio.c.In
i (Optional)SBS-
W-59 Flintlastfc SA NailBase with 11 ga.annular.ring shank three:(3),�equallyspaced,staggered.center SA SBS-SA -52.5
max.241nchspans nails rows !
Min.-19/32-inch plywood at 32 ga.,1-5/8-Inch dia.tin caps 8-inch o.c.atmin.2-Inch lapand,8-inch'o.c:in l
(Optional)SBS-
W-60 max.24-inch spans Flintlastic SA NallBase wwith ith 11 ga.annular ring shank three-`(3),equally spaced,staggered center SA SBS-SA 60:0
8-inch o.c.at min.3-Inch lap and'84k o.c.In
Min.15/32-Inch plywood atthree(3),equally spaced,staggered center (Optiona�)SBS- SBS-SA -67.5
W-61 Flintlastic SA NailBase Simplex MA
W-61 rows;Stress plates shall be primed with SA
max=24-inch spans �
FIIntPrime(ASTM D41)primer.
I
Min.19/32-Inch plywood at 32 ga:,1-5/8=incNdla.tin caps
6-inch o.c.at min.2-inch lap and 6'-Inch o.c:in (Options)SBS-
shank SBS-SA -75.0
W-62 Flintlastfc SA NailBase with 11 ga.-annular ring
max 24-inch spanswilts four(4),equally spaced,staggered centjer rows SA
Cap nails:l=inch diameter,
Min.15/32-Inch plywood at 0.032-inch thick metal cap with 7-inch o.c.at min.4-inch laps and 7-inch o.c.in (Optional)SBS- S65-SA -75.0
W-63 max 24-inch spans Flintlastic SA N.ailBase 0.120"shank diameter,annular five(5),equally spaced,staggered centr rows SA ({
ring shank nails
Min.19/32-inch plywood at 32 ga.,1-5/8-inch dia.tin caps 4_inch o.c.at min.2-inch lap and 4=inch o.c.-In (Optional)SBS-
VV-64
Optional)SBS
W-64 Flintlastic SA NailBase with 11 ga.annular ring shank ' SBS-SA -105.0
max 247incfi.spans nails four(4);equally spaced,staggered center rows SA
_HYBNID SYSTEMS: ;.�,. - .. •-. ._._ - _ -
Glasbase;Flexiglas Filntlastic 32 ga.,1-5/8-Inch dia.tin caps
Min.19/31-Inch exterior grade Base 20 All Weather/Empire- 9-inch o.c.at4•inch lap and 12-inch o,c.in two SBS-SA-11SBS-AA,SBS-TA 45.0" i
W-65 with 11 ga.annular ring shank
plywood at max.24-Inch spans Base;Poly.SMS Base;Ultra.Poly nails (2),equally spaced,staggered center rows or APP-TA
SMS Base
Glasbase;Flexiglas;Flintlastic
Min:15/32-Inch plywood of Base 20;All weather/Empire Min.1-inch long,12 ga.Simplex 6 inch o:c.at 3-inch lap and 6-inch o.c.an four I- . SBS AA,SBS=TA 1
SBS SA-H -52.5
max 24-inch spans Base;Poly SMS Base;Ultra Poly,. Metal Cap Nails (4),equally spaced,staggered center rows _ or APP TA;
SMS Base '-
NEMD"ETC,uG Evaluation Report 3520.03.04-R23 for FLZS33-RZZ
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Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Re-siori 23:04/17/2019 --! -
Prepared by:Robert Nteminen,PE-59166 CertalnTeed Flintlastfc®Modified Bitumen Roof Systems;(610)651.5847 Appendix 1,Page 15 of 67
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