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FL #
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Archived
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
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Florida Engineer or Architect Name who developed
the Evaluation Report
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Quality Assurance Contract Expiration Date
Validated By
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL10264-R12
Revision
2014
Approved
Firestone Building Products Conip¢
200 4th Avenue South
Nashville, TN 37201
(317) 575-7017
grzybowskikelth@flrestonebp.com
Keith Grzybowski
gaybowskikeith@flrestonebp.com
BUILDING DIVISION
REVIEWED
FOR COMPL
REVIEWED BY
DATE /r__ 1ti
MUST BE KEPT ON Z6 OR
.CINSPECTION WILL BE MADE
Tim McQuillan
250 W. 96th Street
Indianapolis, IN 46240
(800)443-4272 Ext 53806
mcquillentim@frestonebp.comTHESE PLANS AND ALL PROPOSED WORD(
Tim McQuillan
ARE SUBJECT TO ANY COF
East 96th StreetyRECT1CN5
Indianapolis, IN 44240
`REQUIRED BY FIELD INSPECTORS THAT
(317) 816-3806
@fi
mcquillentim@fires[onebp.com
9
IAAY BE NECESSARY IN OIRD29
TO
C01i;ril Y WITH ALL APPL}CADLE
CG°M&
Roofing
Single Ply Roof Systems
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
GL Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
12/05/2019
John W. Knezevich, PE
R Validation Checklist - Hardcopy Received
FL10264 R12 COI 2015 OS CDI Nleminen.odf
Standard
Year
ASTM D6878
2008
FM 4470
1992
FM 4474
2004
TAS 114
2011
UL1897
2004
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquGot0kaJvZZ... 10/16/2017
Florida Building Code Onlin; ' '--I Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
r
FILE
Method I •. a _ II
04/15/2015
04/20/2015
04/22/2015
06/23/2015
09/30/2017
FL #
Model, Number or Name
Description
10264.1
Firestone UltraPly TPO Single Ply
Thermoplastic polyolefin (TPO) roof systems
Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10264 R12 II 2015 04 FINAL Al ER UltraPlvTPO FL30264-
R12.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-495.0
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted in this
Evaluation Reports
application relates to on particular assembly. Refer to
F-U0264 R12 AE 2015 04 FINAL ER UltraPlvTPO_ FLSQ.2D -
the ER Appendix for all assemblies and associated
R12.odf
design pressures. 2.) Refer to the ER, Section 5 for
Created by Independent Third Party: Yes
Limits of Use.
Back Neat
igrthaGthg:: 2601 Btatr Stone Road Tallahassee FL 323W Phone: 850-487,1824
The State of Monte Is an AA/EEO employer. copyright 2007-2013 State of Flonda c Pnvacv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are publid records. If you do not want your e-mail address released In response tu a public-remrds request, do not send
electronic mall to this entity. Instead, mntaa the office by phone or by traditional mail. If you have any questions, please mmatt 650.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, eRettive Odober 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 communifatlon with the licensee. However email addresses are public remld. If you do not wish 0
supply a personal address, please provide the Department with an email address which ran be made available to the public. To determine if you are a licensee under
chapter 455, F.S., please dick here_.
product Approval Accepts:
® ®K�q m
Mel • Mill . 0
sec11TityASETRiCS
http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquGot0kaJvZZ... 10/16/2017
PAUL WELCH INC. FILE COPY
Mechanical * Electrical * Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email pwelchinc@aol.com
October 12, 2017
Re: Re -Roof
3490 Oleander Ave.
Fort Pierce, FL
To Whom It May Concern:
Our office has calculated the required design pressure in accordance with ASCE 7-10 and
FBC 2014 for the roof replacement at the above referenced address.
Wind speed: Vmt: 160mph, V.d: 124 mph
Exposure: C
Enclosure Type: Enclosed
Required Design Pressure:
Zone 1: +15.7/ -38.7 PSF
Zone 2: +15.7 / -64.9 PSF
Zone 3: +15.7 / -97.7 PSF
Roof to be installed shall be equal to, or exceed the required design pressures as listed
above. All installations shall be in accordance with FBC 2014, Product Approval and
manufacturer's installation instructions.
Proposed -Roof. Firestone (Ultra Ply TPO) System No. C-5 FL#10264.1
Roof Design Pressure - 165 PSF
All Zones require same roof attachment.
165 PSF > 97.7 PSF > 64.9 PSF > 38.7 PSF Therefore O.K.
Thank you for your attention to this matter.
Submitted by:
rP.E.
CH'INC.
Reg::No 29945
Attach: Product Approval
12
�'w1r,
"'A.:�. Y
ryNOW
i� VF:.r
ter s
fRINITY 1 ERD_
1A.-1 Wood New, Reroof (fear -Oft), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 4-5
SA-2 Wood New, Reroof (Tear -Off), Recover - C-2 Plate -Bonded Roof Cover 6-7
Reroof
1B-2 Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (batten stops) 8
1C Wood New, Reroof (Tear -Off), Recover E Non -Insulated, Mechanically Attached.Roof Cover 9
2A-1 Steel New or Reroof (Tear -Of) A-1A Bonded Insulation, Bonded Roof Cover 10
2A-2 Steel New or Reroof (Tear -Off) A-18 Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 30
2A-3 Steel New or Reroof (Tear -Off) A -SC Bonded Thermal Bawler, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 11
2B-1
Steel or Conc.
New, Reroof (Tear -Off), Recover
B-1
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11-16
28.2
Steel or Conc.
New, Reroof (Tear -Off), Recover
B-2
Mach. Attached Base Insulation, Bonded Temp Roof, Bonded Top Insulation, Bonded Roof Cover
17-18
2C-1
Steel or Conc.
New, Reroof (Tear -Off), Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
19-25
2C-2
Steel or Conc.
New, Reroof (Tear -Off), Recover
C-2
Plate -Bonded Roof Cover
26-27
2D-1
Steel or Conc
New, Reroof(Tear-Off), Recover
D-1
Insulated, Mechanically Attached Roof Cover (Stress Plates)
28-30
2D-2 Steel or Conc New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanlcally Attached Roof Cover(Battens) 31-33
2E
Steel or Conc
New, Reroof (Tear -Off), Recover
D-2
Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
33
3A-1
Concrete
New, Reroof (Tear -Off)
A-1A
Bonded Insulation, Bonded Roof Cover
34-41
3A-2
Concrete
New, Reroof (Tear -Off)
A-SB
Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover
42-50
3B
Concrete
New, Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
51
4A
LWIC
New, Reroof (Tear -Off)
A -SA
Bonded Insulation, Bonded Roof Cover
52-59
4B LWIC New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 60-61
SA
CWF
New, Reroof (Tear -Off)
A-1A
Bonded Insulation, Bonded Roof Cover
62
SB
CWF
New, Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
62
6A
Gypsum
Reroof (Tear -Off)
A-1A
Bonded Insulation, Bonded Roof Cover
63
60
Gypsum
Reroof (Tear -Off)
A-2
Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
64
7A
Various
Recover
A-1A
Bonded Insulation, Banded Roof Cover
65-74
7B
Steel
Recover
C-2
Plate -Bonded Roof Cover
75
7C
Steel
Recover
D-1 -
Insulated, Mechanically Attached Roof Cover
76
7D
Steel
Recover
D-2
Insulated, Mechanically Attached Roof Cover(RMA Strips)
76
7E
Steel
Recover
E
Non -Insulated, Mechanically Attached Roof Cover
77
7F
Various
Recover
F
Non -Insulated, Bonded Roof Cover
77
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12
Certificate of Authorization 49503 Revision 12: 04/09/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 77
'FOILE COPY 1
�.! 1 RINIIY ERD .
i
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 AHI. 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:
D Wood Deck: Pirestone All-Purpbse or Heavy -Dirty Fasteners WitA Fliestoire ifiKulatibn Fastening Plates. Minlriium 1-Incti plywodd peoctratlon aiwobd'plankeinbedrn66t.
D Steel Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum -/,Inch steel penetration, engage the top flute ofthe steel deck.
➢ Concrete Deck: Firestone Heavy -Duty or Concrete Drive Fasteners with Firestone Insulation Fastening Plates. Minimum 1-Inch embedment. Fasteners Installed with a pilot hole In accordance with the
- - fastenermanufacturee"ubllshedinstallationinstmetion :--- ----- - - -- — --
3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perllte or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20-
3 and Is documented as meeting FBC 1505.2 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 rigid insulation board for System Type D-1(mechanically attached membrane), whereby the membrane 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 memben
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.
5. Preliminary Insulation attachmentfor System Types C-2 and D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board.
6. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width Is atthe time of application; the ribbons/heads shall expand as noted In the manufacturer's published lnstmctlonv.
➢ Firestone I.S.O. Twin Pack: Continuous Y. to %-Inch beads,12-Inch o.c.
D Firestone I.S.O. Stick: Continuous % to 14nch wide ribbons, 12-Inch o.c.
➢ Firestone I.S.O. Spray S: Continuous %tot -Inch wide ribbons, 12-Inch o.c.
D Firestone I.S.O. FIX It: Continuous %to 1-Inch wide ribbons,12-Inch o.c.
➢ 3M CR-20: Continuous 2%to 3%-Inch ribbons,12-Inch o.c.
D Note: When multiple layers(s)ofInsulation and/or coverboord are Installed in ribbon-applled adhesive, adhesive ribbons shall be staggeredfrom layer-to-loyera distance ofone-halfthe ribbon spacing.
➢ Note: The maximum edge dlstancefrom 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 ISO 95+ GL or Tapered RESISTA 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 pardcularsystEm
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.
➢ Firestone I.S.O. Twin Pack: MDP .157.5 psf (Min. 0.5-Inch thick)
D Firestone I.S.O. Stick: MDP -187.5 psi (Min. OS -Inch thick)
➢ Firestone I.S.O. Spray S: MDP -172.5 psi (Min. 0.5-Inch thick)
D Firestone I.S.O. FIX li: MDP -172.5 psi (Min. 0.5-Inch thick)
➢ 3M CR-20: MDP -1175 psi (Min.1.0-Inch thick Tapered 15095+GL only)
S. Bonded polylsocyanurate Insulation boards shall be maximum 4 x Oft.
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 RAS 117, FM LPDS 1-29 and
ANSI/SPRI W01. 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.
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 shall be In accordance with TAS 105 orANSI/SPRI FX-1.
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970.02.08-1112 for FL102641112
Certificate of Authorization 99503 Revision 12: 04/09/2015
Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 2 of 77
FfTR1NrrYJERD
12. For existing substrates In a bonded recover or re -root 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 AHJ, as documented through geld uplift testing In accorddnce with ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124.
13. For System Type D, Steel deck applications, the roof membrane shall he run with Its length perpendicular to the steel deck flutes.
14. For Recover Applications using System Type C-2 or D, the Insulation is optional: Alternatively, ISOGARD HDjISO.95+GL, RESISTA, other polylsocyanumte; Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof
Board, SECUROCK Glass -Mat Roof Board, ASTM C578 expanded or extruded polystyrene with necessary sllp sheet or wood fiberboard may be used as a separator board, preliminarily attached prior to roof cover
Installation. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter 26, when Installed with the
roof cover in Recover applications.
15. For membrane attachment using batten -strips, batten -strip end laps shall be spliced with sufficient dimension to allow for minimum 2-fasteners at each batten -strip lap. "
16. For adhered membrane systems, side laps shall be minimum 3-Inch wide sealed with min. 1.5-Inch heat weld. Membrane adhesive application rates are as follows:
Membrane
Adhesive
UltraPly TPO
Ul"Ply Bonding Adhesive (UP -BA)
UltraPly TPO
Water Based Bonding Adheslve-P(WBBA-P)
UltmPIy TPO
Single -Ply LVOC Bonding Adhesive (LVOC-BA)
UltraPly TPO
Single -Ply LVOC Bonding Adhesive 1168(LVOC-BA-1168)
UltmPly TPDXR
XR Bonding Adhesive (XR-BA)
UltmPly TPDXR
Water Based Bonding Adheslve-P(WBBA-P)
URraPly TPDXR
XR Stick Membrane Adhesive
UItraP1yTPO XR
I.S.O. Spray
Method
Rate
Contact Application
45 to 60 ft2/gal
Contact Application
100 to 120 fts/gal.
Contact Application
45 to 60 ft'/gal
Contact Application
45 to 60 ft'/gal
Substrate Application
70 to 90 ft /gal
Substrate Application
100tol20fe/gal.
Substrate Application
Continuous %to 1-Inch wide ribbons
Substrate Applicatlon
Continuous %to 1-Inch wide ribbons
17. For InvlslWeld Installations, care shall be taken to ensure that the InvlslWeld Plates do not line-up with seams In the TPO membrane. This condition precludes proper induction welding of the membrane to the
InvlslWeld Plates.
18. "Asphaltle Vapor Barrier/Temp Roof noted herein consists of 1 or 2 plies Type IV (4) M orType VI (6) M or ply MB Base, SBS Base, SBS PolyBase or SBS Premium Base In hot asphalt.
19. "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 pressures.
tronne,
mi � RF 0 �
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R32 for FL10264-R12
Certificate of Authorization #9503 Revision 12:04/09/2015
Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 3 of 77
s. ARM
F
+ al F
IN
tip' li
\ \TRINITY i ERD
TABLE 3A-1: CONCRETEDECKS- NEW CONSTRUCTION OR REROOF (TmR-OFF)
SYSTEM TYPE AAA: BONDED INSULATION, BONDED ROOF COVER
System Deck
PrimerType
Base Insulation Layer
Top Insulation layer
MOP
No. (See Notel)
Attach
Type Attach Roof Cover/Adhesive
(psf)
r--s4
:,--x ; 1 , .,c Fi a.'1
s
}a s a
Min. 2,500
Min. 1.5-Inch ISO 95+GL
UItraPIyTPO/UP-BA,LVOC-
C-1
concrete
ASTM D41
with optional Tapered (SO
Hot Asphalt
Min.0.5-Inch Firestone Fiberfop C or S
Hot Asphalt
-135.0
psi
....._.:.-_.__.SBA-1168
C2
Min. 2,500
ASTM D41
Min. 1.5-Inch ISO 95+GL
Hot Asphalt
(Optional) Tapered ISO 95+GL
Hot asphalt
UItraPIyTPO/UP-BA, LVOC-
_580.0
psi concrete
or RESISTA
BA-1168
C-3
Min. 2,500
ASTM D41
Min. 1.5-Inch ISO 95+GL
with optional Tapered ISO
Hot Asphalt
Min. 0.25-Inch Dens Deck, Dens Deck Prime or SECUROCK
Hot Asphalt
UltraPly TPO/UP-BA
-195.0
psi concrete
95+G1
Gypsum -Fiber Roof Board
C-0
Min. 2,500
ASTM D41
Min. Inch O95+GL
optional T
with optional Tapered ISO
Hot Asphalt
MIn.0.25-Inch Dens Deck Prime or SECUROCK Gypsum -Fiber
Hat Asphalt
Ultra Ply TPO/LVOC-BA-
-195.0
psi concrete
95+GL
Roof Board
1168
Min. 2,500
None
Min. 1.5-Inch ISO 95+GL
I.S.O. Twin Pack
(Optional) Additional layers of base insulation
I.S.O.Twin Pack
UltraPly TPO/UP-BA, LVOC-
_165.0
psi concrete
or RESISTA
BA-1168, LVOC-BA
C-6
Min. 2,500
None
Min. 1.5-Inch ISO 95+GL
I.S.O. Twin Pack,
(Optional} Additional layers of base Insulation
I.S.O. Twin Pack,
UItraPIyTPO/UP-BA,LVOC-
-240.0
psI concrete
or RESISTA
8-Inch o.c.
8-Inch o.c.
BA-1168
C7
Min. 2,500
None
15O 95+GL
I.S.O.Twin Pack,
(Optional) Additional layers of base Insulation
.O. Twin Pack,
I.S.O.In.SS-Inch
UftmPlyTPO/UP-BA,LVOC-
-285.0
psi concrete
4-Inch o.c.
4-Inch o.c.
BA-1168
C 8
Min. 2,500
psi concrete
None
Min. 1.5-Inch RESISTA
I.S.O. Twin Pack
(Optional) Additional layers of base Insulation
I.S.O. Twin Pack
UltraPly TPO / WBBA-P
-165.0
C 9
Min. 2,500
None
Min. 1.5-Inch RESISTA
I.S.O. Twin Pack,
(Optional) Additional layers of base insulation
I.S.O. Twin Pack,
UltraPly TPO/WBBA-P
-240.0
psi concrete
8-Inch o.c.
8-Inch o.c.
C-SO
Min. 2,500
None
Min. 1.5-Inch RESISTA
I.S.O. Twin Pack,
(Optional)Additlonal layers of base insulation
I.S.O. Twin Pack,
UItraPIyTPO/WBBA-P
-247.5
PSI concrete
6-Inch o.c.
6-inch o.c.
C-11
Min. 2,500
None
Min. 1.5-Inch RESISTA
I.S.O. Twin Pack,
(Optional) Additional layers of base Insulation
I.S.O. Twin Pack,
UltraPly TPO/UP-BA,LVOC-
-360.0
psi concrete
6-Inch o.c.
6-Inch o.c.
BA-1168, LVOC-BA
C-12
Min. 2,500
None
Min. 1-Inch RESISTA
I.S.O. Twin Pack
Min. 1-Inch RESISTA
I.S.O.Twin Pack
UltraPly TPO / LVOC-BA-
psi concrete
1168
C-13
Min. 2,500
None
Min. two layers min. 1S-
I.S.O.Twin Pack
Min. OS -Inch FlberTop C orS
I.S.O.Twin Pack
UItraPIyTPO / LVOC-BA-
psi concrete
Inch 15O 95+GL
1169
C-14
Min. 2,500
None
Min. 1.5-Inch ISO 95+GL
I.S.O. Twin Pack
MIn.0.25-Inch Dens Deck Prime or SECUROCK Gypsum -Fiber
I.S.O. Twin Pack
UltraPly TPO/UP-BA, LVOC-
-127.5
psi concrete
Roof Board
BA-1168
C-15
Min. 2,500
None
Min. 1.5-Inch 15095+GL
I.S.O. Twin Pack
Min. 0.25-Inch Dens Deck or SECUROCK Gypsum -Fiber Roof
I.S.O. Twin Pack
UltraPly TPO / UP -BA
-157.5
psi concrete
Board
C-16
Min. 2,500
None
MIn. 1.5-Inch 15095+GL
I.S.O. Twin Pack,
MIn.0.25-Inch Dens Deck Prime or SECUROCK Gypsum -Fiber
I.S.O. Twin Pack,
UltraPly TPO/UP-BA, LVOC-
psi concrete
8-Inch ma
Roof Board
8-Inch o.c.
BA-1168
Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD
Certificate of Authorization 49503
Prepared by: Robert Nleminen, PE-59166
Evaluation Report F8970.02.08-R32 for FL30264-R12
Revision 12:04/0912015
Appendix 1, Page 34 of 77
F rida•_ Product Approval SCANNED
b
USER: Public User BY
d St.
ProtluR Aoomval Menu>ProtluR or Aovlica[ion Searcb>Aoplica[ion Lis[>Appliratton Derail Lucie County
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity.
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
F1-15894-R13
Revision 2014 ST.UJCIECOUNTY RU1DtNGDIMON
Approved P*ReviewdNotLCompEa=
RevienedBy.
❑ D�
Firestone Building Products Company, LLC.
250 West 96th Street '
Indianapolis, IN 46260
(317) 575-7017
grzybowskikelth@flrestonebp.com
Keith Grzybowskl
grzybowskikeith@flrestonebp.com
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
Roofing DATE
Single Ply Roof Systems PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Evaluation Report from a Florid
Florida Professional Engineer
C Evaluation Report - HaYC Sr pi -LANS AND ALL PROPOSED WOM
Zachary R. Priest ARE SUBJECT TO ANY COPAECTIONS
PE-74021 `ROUIRED BY FIELD INSPECTORS THAT
UL LLC MAYBE NECESSARY IN ORD2P TO
01/21/2019 COMPLY WITH ALL APPLICABLE CODES.
Locke Bowden
W Validation Checklist- Hardcopy Received
FLIS894 R13 COI FBP12002.13 2014 FBC Evaluation Report TPO
(HVHZ) finai.odf
Standard
Year
ASTM D 1970
2009
ASTM D 3746
1985
ASTM D 6878
2008
FM 4470
1992..
FM 4474
2004
TAS 114 C, D, 3, & H
1995
TAS 117 B
1995
TAS 131
1995
UL 1897
2004
http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquegl %2bT71%... 10/5/2017
Florida Building Code Onlin--,,
Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
�I
Method 1 Option D
04/12/2017
04/12/2017
04/14/2017
06/13/2017
FL At
Model, Number or Name
Description
15894.1
UltraPly TPO, TPO SA, & TPO XR
UltraPly TPO, TPO SA, & TPO XR single -ply roofing systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15894 R13 II FBP12002 13 2014 FBC Evaluation Report
TPO (HVHZ) Final odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest 74021
Design Pressure: +0/-495
Created by Independent Third Party: Yes
Other: See report for details of use
Evaluation Reports
FLIS894 R13 AE FBP12002.13 2014 FBC Evaluation
Report TPO (HVHZ) final.pdf
Created by Independent Third Party: Yes
Back Nezt
Cnta ::2601 Blair Stone Road. Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AvEEO employer, Coovdoht 2007-2013 State of Florida :: Privacv Statement :: AddesSI billy Statement :: Refund Statement
Under Florida law, email addresses are public recoNS. If you do not want your e-mail address released In response to a public -records reeuest, do not send
electronic mall 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
SeNon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provitle the Department with an email address if
they have one. The dinners 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 ft t.
Product Approval Accepts:
® ® M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquegl`/o2bT71p/o... 10/5/2017
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5'" EDITION 52014)
Manufacturer: FIRESTONE BUILDING PRODUCTS CO., LLC Issued April 12, 2017
250West 96' Street
Indianapolis, IN 46260
(800)428-4511
www.firestonebpco.com
Manufacturing Plants: Tuscumbia, AL RECEIVED SEP 2 9 2011
Wellford, SC
Quality Assurance: UL LLC (QUA9625)
t,
SCOPE
Category: Roofing -
Subcategory: Single Ply Roof System
Code Sections: 1504.3.1, 1504.6, 1504.7, 1507.2.4, 1507.13.2, 1515.1.1 , 1516.1.4, 1515.2.4, 1523.1.1,
1523.6.2
Properties: Wind Resistance, Impact Resistance, Physical Properties
PRODUCT DESCRIPTION
Products
Spec'fiicafcg
Description I
firestone_ _ Utt�V�O
T =878 i
45-mil, 6 -mil, or -mi id tl5ermop astic po ya heat-
131.
ble sing e=p yroo mem ranawit ptifyeste weft-.
nse a reinforcement
Firestone UltraPly TPO SA
ASTM D 6878
45-mil or 60-mil thick self -adhered thermoplastic polyolefin,
TAS 131
heat -weldable, single -ply roof membrane with polyester weft -
inserted reinforcement
Firestone UltraPly TPO XR 100
ASTM D 6878
45-mil thick thermoplastic polyolefin, heat -weldable, single -ply
TAS 131
roof membrane with polyester weft -inserted reinforcement and
8 oz. non -woven polyester fabric backing
Firestone UltraPly TPO XR 115
ASTM D 6878
60-mil thick thermoplastic polyolefin, heat -weldable, single -ply
TAS 131
roof membrane with polyester weft -inserted reinforcement and
8 oz. non -woven polyester fabric backing
Firestone UltraPlyTPO XR 135
ASTM D6878
80-mil thick thermoplastic polyolefin, heat -weldable, single ply
TAS 131
roof membrane with polyester weft -inserted reinforcement and
8 oz. polyester fleece backing
FBP12002.13 FL#15894-R13 Pape 1 of 6
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
REFERENCES
Firestone Building Products Co., LLC
TPO Single Ply Roofing Systems
E
-fat.1ty
Report No.
Standard ear
Atlantic & Caribbean Roof ConsultingTST4671
ACRC 02-002
TAS 114 J 1995
Atlantic & Caribbean Roof Consulting ST4671
ACRC 05-002
TAS 114 J 1995
FM Approvals ST1867
3001925
FM 4470 1992
FM Approvals ST1867
3004249
FM 4470 1992
FM Approvals TST1867
3017120
FM 4470 1992
FM Approvals ST1867
3030650
FM 4470 1992
FM Approvals TST1867
3033218
FM 4470 1992
FM Approvals TST1867
3035560
FM 4470 1992
FM Approvals ST1867
3036747
FM 4470 1992
FM Approvals ST1867
3041949
FM 4474 2004 ; FM 4470 1992
FM Approvals ST1867
3042666
FM 4470 1992
FM Approvals TST1867
3044047
FM 4470 1992
FM Approvals ST1867
3047398
FM 4474 2004
FM Approvals ST1867
3046870
FM 4474 2004 ; FM 4470 1992
FM Approvals ST1867
797-08937-267
FM 4470 1992
FM Approvals ST1867
3050535
FM 4470 1992
FM Approvals ST1867
3051380
FM 4474 2004 ; FM 4470 1992
FM Approvals ST1867
3052525
FM 4474 2004 • FM 4470 1992
FM A rovals ST1867
3053933
FM 4470 1992
FM Approvals ST1867
3055167
FM 4470 1992
FM Approvals TST1867
3055227
FM 4470 1992
FM Approvals TST1867
3055491
FM 4470 1992
FM Approvals ST1867
797-07749-267
FM 4470 1992
FM Approvals TST1867
RR205572
FM 4470 1992
FM Approvals ST1867
RR207314
FM 4470 1992
FM Approvals ST1867
RR207553
FM 4470 1992
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies TST5878
PRI Construction Materials Technolo ies ST5878
FBP-044-02-01 R4
FBP-044-02-01 R6
FBP-044-02-01.7
FBP-044-02-01.8
FBP-054-02-02
TAS 114 J & H 1995 ;TAS 117 B 1996)
TAS 114 J & H 1995 ;TAS 117 B 19
TAS 114 J & H 1995 ;TAS 117 B 1995
TAS 114 J & H 1995 ;TAS 117 B 1995
FM 4474 2004
PRI Construction Materials Technologies ST5878
FBP-054-02-04
FM 4474 2004
PRI Construction Materials Technolo ies ST5878
FBP-054-02-05
FM 4474 2004
PRI Construction Materials Technolo ies ST5878
FBP-065-02-01
TAS 114 J 1995 ' FM 4474 2004
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technologies ST5878
FBP-066-02-01
FBP-069-02-01
TAS 114 J 1995 ; FM 4474 2004
FM 4474 2004
PRI Construction Materials Technologies i I ST5878
FB1`-070-02-01
FM 4474 2004
PRI Construction Materials Technologies ST5878
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies TST5878
PRt Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies ST5878
FBP-085-02-01
FBP-086-02-01
FBP-094-02-01
FBP-119-02-01
FBP-120-02- 11
FBP-122-02-01
FM 4474 2004 ;TAS 114 J 1995
FM 4474 2004 ; TAS 114 J 1995
ASTM D 6878 2008e1 ; TAS 131 1995
FM 4474 B 2004 ; TAS 114 D 1995
FM 4474(D) 2004 ; TAS 114 J 1995
FM 4474 D 2004 ; TAS 114 J 1995
PRI Construction Materials Technolo ies 5T5878
FB1`-125-02-01
FM 4474 C 2004 ; TAS 114 C 19951
PRI Construction Materials Technolo ies ST5878
FBP-128-02-01
FM 4470 1992
PRI Construction Materials Technologies ST5878
PRI Construction Materials Technologies ST5878
7161-1-131-02-01
7BP-134-02-01
FM 4474 C 2004 ; TAS 114 C 1995-
FM 4474 C 2004 ; TAS 114 C 1995
PRI Construction Materials Technologies TST5878
PRI Construction Materials Technologies TST5878
PRI Construction Materials Technologies ST5878
FBP-145-02-01
FBP-148-02-01
FBP-149-02-01
ASTM D 6878 2008e1 ; TAS 131 1995
FM 4474(D) 2004 ; TAS 114 J 1995
FM 4474(D) 2004 ; TAS 114 J 1995
PRI Construction Materials Technologies ST5878
7BP-150-02- 11
FM 4474 C 2004
PRI Construction Materials Technologies ST5878
75P-153-02- 11
FM 4474(D) 2004 ; TAS 114 J 1995
PRI Construction Materials Technologies ST5878
FBP-154-02-01
FM 4474(D) 2004 ; TAS 114 J 1995
PRI Construction Materials Technolo ies ST5878
PRI Construction Materials Technolo ies ST5878
FBP-158-02-01
FBP-160-02-01
FM 4474 D 2004 ; TAS 114 J 1995
FM 4474 B 2004 ; TAS 114 D 1995
PRI Construction Materials Technologies ST5878
FBP-160-02- 22
FM 4474 C 2004
PRI Construction Materials Technologies ST5878
FBP-162-02-01
ASTM D 1970 2009
PRI Construction Materials Technologies ST5878
FBP-165-02-01
,
FM 4474(D) 2004 ; TAS 114 J 1995
PRI Construction Materials Technologies ST5878
FBP-165-02-01A
FM 4474(D) 2004 ; TAS 114 J 1995
PRI Construction Materials Technolo ies ST5878
FBP-165-0202
FM 4474 B 2004 ; TAS 114 D 1995
PRI Construction Materials Technolo ies ST5878
FBP-172-02-01
FM 4474(D) 2004 ; TAS 114 J 1995
PRI Construction Materials Technolo ies STWti
FBP-174-02-01
ASTM D 3746 1985 2008
FBP12002.13 FL#15894-R13 Page 2 of 6
This evaluation report is provided for State of Florida product approval under Rule 61320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Firestone Building Products Co., LLC
TPO Single Ply Roofing Systems
Entitv
Report No.
Standard ear
PRI Construction
Materials Technologies
TST5878
FBP-175-02-01
FM 4474(D)
(2004); TAS 114(J) 1995
PRI Construction
Materials Technologies
TST5878
FBP-175-02-02
FM 4474
C 2004
PRI Construction
Materials Technologies(TST5878)
FBP-177-02-01
FM 4474(D)
(2004); TAS 114(J) 1995`
PRI Construction
Materials Technologies
TST5878
- FBP-177-02-01 C
FM 4474(D)
(2004); TAS 114(J) 1995
PRI Construction
Materials Technologies
TST5878
FBP-177-02-02
FM 4474
B (2004); TAS 114 D 1995
PRI Construction
Materials Technologies(TST5878)
FBP-178-02-01
FM 4474(D)
(2004); TAS 114(J) 1995
PRI Construction
Materials Technologies(TST5878)
FBP-178-02-02
FM 4474
C 2004
PRI Construction
Materials Technologies(TST5878)
FBP-178-02-06
FM 4474
B (2004); TAS 114 D 1995
PRI Construction
Materials Technologies
TST5878
FBP-180-02-01A
FM 4474
C 2004
PRI Construction
Materials Technologies
TST5878
FBP-181-02-01A
FM 4474
C 2004
PRI Construction
Materials Technologies
TST5878
FBP-182-02-01
FM 4474(D)
(2004); TAS 95
PRI Construction
Materials Technologies
TST5878
FBP-184-02-01
FM 4474(D)
2004 ; TAS 95
PRI Construction
Materials Technologies
TST5878
FBP-185-02-01
FM 4474
C 2004
PRI Construction
Materials Technologies
TST5878
FBP-185-02-02
FM 4474
B (2004); TAS 95
PRI Construction
Materials Technologies
TST5878
FBP-186-02-01
FM 4474
C 2004
PRI Construction
Materials Technologies
TST5878
FBP-190-02-01
FM 4474
B (2004); TAS 95
PRI Construction
Materials Technologies
TST5878
FBP-191-02-01
UL 1897
2004
PRI Construction
Materials Technologies
(TST5878)FBP-191-02-02
FM 4474
B 2004
I
PRI Construction
Materials Technologies
(TST5878)FBP-191-02-02A
FM 4474
C 2004
PRI Construction
Materials Technologies
(TST5878)FBP-193-02-02
FM 4474
D (2004); TAS 95PRI
Construction
Materials Technolo ies
TST5878
FBP-194-02-01
FM 4474
C ; 2004PRI
Construction
Materials Technolo ies
ST5878
FBP-194-02-02
FM 4474
C ; 2004PRI
Construction
Materials Technolo ies
ST5878
FBP-194-02-03
FM 4474
B 2004 ; TAS 95PRI
Construction
Materials Technolo ies
ST5878
FBP-196-02-01
FM 4474
C 2004PRI
Construction
Materials Technolo ies
TST5878
FBP-196-02-02
UL 1897
2004PRI
Construction
Materials Technolo ies
TST5878
FBP-196-02-04
FM 4474
D 2004 ; TAS
95PRI
Construction
Materials Technolo ies
TST5878
FBP-206-02-01
'FM 4474
D 2004 ; TAS
95
PRI Construction
Materials Technologies
ST5878
FBP-206-02-02
UL 1897
2004
PRI Construction
Materials Technologies
TST5878
FBP-208-02-01
ASTM D 6878 2008e1 ; TAS 131 1995
PRI Construction
Materials Technolo ies
TST5878
FBP-213-02-01
FM 4474(D)
(2004); TAS 114(J) 1995
PRI Construction
Materials Technolo ies
ST5878
FBP-213-02-03
FM 4474
C 2004
PRI Construction
Materials Technologies(TST5878)
FBP-216-02-01
FM 4474
C 2004
PRI Construction
Materials Technologies (TST5878)
FBP-220-02-01
FM 4474(D) (2004); TAB 114(J) (1995,
UL 1897 2004
PRI Construction
Materials Technologies
ST5878
FBP-220-02-02
FM 4474
C 2004
PRI Construction
Materials Technologies(TST5878)
FBP-222-02-01
FM 4474
C 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-225-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies (TST5878)
FBP-230-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-233-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
TST5878
FBP-233-02-02
TAS 114
C 1995
PRI Construction
Materials Technologies
(TST5878)
FBP-233-02-03
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-235-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-235-02-02
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-238-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies (TST5878)
FBP-238-02-03
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-239-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-240-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies (TST5878)
FBP-241-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-242-02-01
FM 4474(D) (2004); TAB 114(J) (1995);
UL 1897 2004
PRI Construction
Materials Technologies
TST5878
FBP-243-02-01
FM 4474
B (2004); TAS 114 D 1995`
PRI Construction
Materials Technologies
TST5878
FBP-254-02-02
FM 4474
C 2004
PRI Construction
Materials Technologies
(TST5878)
FBP-258-02-02B
FM 4474(D) (2004); TAB 114(J) (1995);
UL 1897 2004
FBP12002.13 FL#15894-R13 Page 3 of 6
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Firestone Building Products Co., LLC
TPO Single Ply Roofing Systems
Ent!
Report No.
Standard Year
PRI Construction Materials Technologies TST5878
FBP-258-02-02C
FM 4474 C 2004
PRI Construction Materials Technologies(TST5878)
FBP-260-02-01
FM 4474 C 2004
PRI Construction Materials Technologies(TST5878)
FBP-260-02-02
FM 4474 B (2004); TAS 114 D 1995
PRI Construction Materials Technologies(TST5878)
FBP-265-02-02
FM 4474 C 2004
PRI Construction Materials Technologies (TST5878)
FBP-271-02-02
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-276-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-277-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-279-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies(TST5878)
FBP-282-02-01
FM 4474 B (2004); TAS 114 D 1995
PRI Construction Materials Technologies (TST5878)
FBP-283-02-02B
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-283-02-03
FM 4474(D) (2004); TAS 114(J) (1996);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-291-02-01
FM 4474(D) (2004); TAS 114(J) (1995):
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-298-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-304-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-313-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies TST5878
FBP-313-02-02
FM 4474 B (2004); TAS 114 D 1995
PRI Construction Materials Technologies (TST5878)
FBP-317-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-317-02-02
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technolo ies TST5878
FBP318-02-01
FM 4474 B 2004 ; TAS 114 D 1995
PRI Construction Materials Technologies (TST5878)
FBP-322-02-02
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-324-02-02
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-331-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-334-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP334-02-02
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2U04
PRI Construction Materials Technolo !as ST5878
FBP-336-02-01
FM 4474 B (2004); TAS 114 D 1995
PRI Construction Materials Technologies (TST5878)
FBP-338-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-339-02-02A
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies (TST5878)
FBP-339-02-028
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
PRI Construction Materials Technologies ST5878
FBP-341-02-01
FM 4474 C 2004
PRI Construction Materials Technologies (TST5878)
FBP-345-02-01
FM 4474(D) (2004); TAS 114(J) (1995);
UL 18972004
Tdnit ERD ST6049
F11080.09.08
TAS 114 J 1995
Tdnit ERD TST6049
F45600.09.13
TAS 131 1995
Tdnit ERD ST6049
F8300.11.08-R3
ASTM D 6878 2008e1 ; TAS 131 1995
TrmityjERD (TST6049)
SFSSC10010.02.16
FM 4474(D) (2004); TAS 114(J) (1995);
UL 1897 2004
test method has Dean round equivalent to hM 44M (2UU4) referenced by the 2010 FBC.
FBP12002.13 FL#15894-R13 Page 4 of 6
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ing
roducts
CREEK FirestoneBle Ply Roofing Systems
TPO Single Ply Roofing Systems
TECHNICAL SERVICES, LLC
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. Foam plastic insulation shall be separated from the building interior in accordance with the FBC 2603.4
3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum des; :; loads
established for components and cladding.
4. In the HVHZ, fastener spacing for insulation attachment is determined using a Minimum Characteristic Force
(F') of 275 Ibf as demonstrated via testing to TAS 105. If the field tested fastener value is below 275 Ibf,
then insulation attachment shall not be acceptable.
5. In the HVHZ, fastener spacing for base sheets or membrane attachment shall meet the minimum fastener
resistance value and the MDP for the specified assembly. It is permissible for a qualified professional to
submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAS 105 testing
and calculations performed in accordance with RAS 117 and/or RAS 137, when the fastener resistance is
found less than required.
6. In the HVHZ, if mechanical attachment through the lightweight insulating concrete to the structural neck is
proposed, a field fastener withdrawal test shall be conducted in compliance with TAS 105 to determine
equivalent or increased attachment densities. Revised fastener densities shall be submitted utilizing the
withdrawal resistance value obtained from TAS 105 testing and calculations performed in accordance with
RAS 117 and/or RAS 137.
For assemblies containing mechanical attachment, the allowable uplift pressure for the selected assembly
shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16. For
perimeter and corner roof zones 2 and 3, the attachment density may be increased by a qualified design
professional, as necessary, to meet the design pressure requirements in these areas. In the HVHZ,
calculations shall be conducted in compliance with RAS 117 and/or RAS 137. Outside the HVHZ,
commonly used standards include RAS 117, FM LPDS 1-29, or ANSI/SPRI WD-1.
Reroofing applications shall be examined in accordance with FBC Section 1510 outside of the HVHZ and
FBC Section 1521 within the HVHZ. For mechanically fastened systems, a field withdrawal resistance test
(TAS 105 in the HVHZ; ANSI/SPRI FX-1 or TAS 105 in the non-HVHZ) shall be conducted by a qualified
professional to ensure_ the fastener meets the minimum design load requirements of the syste ;o
9. or assemblies containing fully adhered or ribbon adhered attachment, or where extrapolation of the
assembly is not permitted, the SDP for the selected assembly shall meet or exceed the minimum design
loads as determined in accordance with the•F-BGISinp er_16 without augmentation.
10. Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
11. The minimum roof slope shall be 1/4:12 for new construction.
12. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
FBP12002.13 FL#15894-R13 Page 5 of 6
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
Firestone Building Products Co., LLC
TPO Single Ply Roofing Systems
The products evaluated by Zachary R. Priest, P.E. herein have demonstrated compliance with the Florida Building
Code 5t6 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
`gyp W u urgr��
EIV 2017.04.12
No 74021
18:02:56
1.0 STATE OF1.
tU�
�O�tc A14 -04t00t
O R \ O P' �... .
Ca
Zachary
Florida Registration,.E. 4021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A— Installation (8 pages)
2) APPENDIX B —Nomenclature and Approved Assemblies (83 pages)
FBP12002.13 FL#15894-R13 Pace 6 of 6
This evaluation report is provided for State of Florida product approval under Rule 61320.3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Firestone Building Products Co., LLC
CREEKLAPPROVED ASSEMBLIESI TPO Single Ply Roofing Systems
TECHNICAL SERVICES, LLC [NOMENCLATUREI Appendix A
INSTALLATION
Note - Refer to the APPROVED ASSEMBLIES section of this report for specific installation details of a selected assembly.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component
Product
Installation Detail
Firestone All -Purpose Fasteners
Min.0.75-inch penetration through the top rib of the steel deck or
wood deck
Tmfast #12 DP Fasteners
Firestone Concrete Drive
Min. 1.25" embedment into min. 3" thick structural concrete
Firestone HD Seam Plate
2 3/8-inch diameter, 0.036-Inch Galvalume steel plate with
eyehooks
Firestone HD Plus Seam Plate
2.75-inch diameter; 0.037-Inch Galvalume steel plate with eyehooks
Firestone Heavy Duty Fastener
Min. 0.75-inch penetration through the top rib of the steel deck or
wood deck; Min. penetration 1-inch into concrete deck (Heavy Duty
Plus shall not be used in concrete deck)
Firestone Heavy Duty Plus Fastener
SFS Intec Dekfast #14
SFS inlet Dekfast #15 HS
Fasteners,
Battens &
Firestone Insulation Fastening Plate
3-inch diameter, Galvalume steel plate
Trufast 3" Metal Seam Plates
Plates
Firestone 1.7" LWC Base Ply Fastener
Full embedment of shank Into substrate
Firestone Metal Batten Bar
1-inch wide steel batten bar
Coiled Metal Batten Bar
Firestone Polymer Batten Strip
0.75-inch wide plastic batten strip
Firestone Purlin Fastener
SFS Intec SFS Purlin Fastener
Min. 0.75-inch penetration through purlin
Firestone UltraPly QuickSeam IRM.A
Strip
Prime at a rate of 200-250 fftal with Firestone Single -Ply
QuickPrime Prime prior to adhering strip
Firestone UltraPly TPO InvisWeld
Plate
Min. 3-inch diameter, Induction welded in the field of membrane;
welds not permitted at lap seams
Firestone UltraPly TPO InvisWeld S
Plate
Firestone V-Force Vapor Barrier
Membrane
Self -adhered; Min. 3-inch side laps; Min. 6-Inch end laps; All
substrates except metal decks must be primed with vapor barrier
primer.
Vapor Barrier
Firestone APP 80 Glass Base
Min. 3-inch lap; Torah adhered
Firestone SBS Glass Base Torch
Firestone SBS Glass FR Torch
Firestone SBS Poly Torch Base
Vapor Barrier
Primer
Firestone SA-LVOC Primer
Applied at a rate of 0.5 gallsq.
Firestone SA -Solvent Based (SB)
Primer
Firestone SA -Water Based (WB)
Primer
Applied at a rate of 150-200 ft'/ al
9
Firestone I.S.O. Stick
Partially adhered in 0.75 to 1-Inch wide ribbons
.l
InsulstmnI
Firestone I.S.O. Fix II
Partially adhered in 0.75 to 1-inch wide ribbons
Adhe_ siv`es-I
�J
Firestone
Firestone lS:O-TwimPack Insufation
—
Partially adhered i'n 0:5 to 0.75-inctiyyide_ribbons
Firestone I.S.O. Spray R
Partially adhered in 0.75 to 1-inch wide ribbons
Georgia-Pacific DensDeck or
DensDeck Prime
Min. 0.25-inch thick; Adhered boards shall be a maximum 2 :� x 4 ft.
Firestone ISO 95+ GL
Min. 0.5-inch thick; Min. 20 psi; Adhered boards shall be a
maximum 4 ft. x 4 ft.
GenFlex ISO Insulation
Insulation/Cover
Boards
Firestone ISO 95+ GL (Tapered)
0.5-inch to start with 0.25-Inch per ft taper, Adhered boards shall be
a maximum 4 ft x 4 ft
GenFlex ISO Insulation (Tapered)
Firestone ISOGARD HD
GenFlex HD ISO
Min. 0.5-inch thick; Adhered boards shall be a maximum 4 ft. x 4 ft.
Firestone ISOGARD HD Composite
GenFlex HD Composite ISO
Min. 1.5-inch thick; Adhered boards shall be a maximum 4 ft. x 4 ft.
FBP12002.13 FL#15894-R13 Page 1 of 8
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
[APPROVED ASSEMBLIES?
(NOMENCLATUREI
Firestone Building Products Co., LLC
TPO Single Ply Roofing Systems
Appendix A
Component
Product
Installation Detail I
Firestone RESISTA
Min. 0.5-inch thick; Min. 20 psi; Adhered boards shall be a
maximum 4 ft. x 4 ft.
GenFlex Coated Glass Facer
Insulation/Cover
Boards (cont'd)
USG SECUROCK Glass -Mat Roof
Board
Min. 0.25-inch thick; Adhered boards shall be a maximum 4 ft. x 4 ft.
USG SECUROCK Gypsum -Fiber Roof
Board
Min. 0.25-inch thick; Adhered boards shall be a maximum 4 ft. x 4 ft.
ASTM D 312, Type IV Asphalt
Fully adhered within the EVT range at a rate of 25-40 Ibs/100 fe
Firestone I.S.O. Spray R
Partially adhered in 0.75 to 1-inch wide ribbons
Firestone XR Stick
Partially adhered in 0.75 to 1-inch wide ribbons
Firestone XR Bonding Adhesive
Fully adhered at rate of 70-90 ft�/gal; Applied to substrate only
Membrane
Adhesives
Firestone UltraPly Bonding Adhesive
z
Fully adhered at rate of 45-60 ft /gal; Applied simultaneously to
underside of membrane and substrate
Firestone Single -Ply LVOC Bonding
Adhesive
Firestone Single -Ply LVOC 1168
Bonding Adhesive
Firestone Water Based Bonding
Adhesive P
Fully adhered at a rate of 100-120 ft'/gal.
Owens Coming PennaMop Asphalt
Fully adhered within the EVT range at a rate of 25-40 Ibs/100 ft2
Firestone MB Base
Min. 2-inch wide side -laps; Side -laps shall be installed
perpendicular to the direction of the steel deck ribs for mechanically
attached systems
Base Sheets
Firestone Channel Venting Base
Min. 3-inch wide side -laps; Min. 6-inch end laps; Side -laps shall be
installed perpendicular to the direction of the steel deck ribs for
mechanically attached systems
BASEGARD SA
Firestone Ply IV (4)
Firestone Ply VI (6)
Firestone SBS Base
Firestone SBS Base-P
Firestone SBS Glass Torch Base
Firestone SBS Glass Torch Base 1.5
Firestone SBS PolyBase
Firestone SBS Poly Torch Base
Firestone SBS Premium Base
Firestone SBS Premium Poly Base
Firestone SBS Smooth
Single -Ply
Membrane
UltraPly TPO
Min. 2-inch wide side -laps with min. 1.5-inch wide heat wele, 'n-lap
fastened systems shall have min. 6-inch wide side -laps with',nin.
1.5-inch wide heat weld; Side -laps shall be installed perpendicular
to the direction of the steel deck ribs for mechanically attached
systems
UltraPly TPO SA
UltraPly TPO XR 100
UltraPly TPO XR 115
UltraPly TPO XR 135
Min. 300 psi Celcore MF with HIS
Rheology Admixture
Slurry coat min. 0.25-inch thick; 1-Inch thick EPS board (1 Ibs/ft');
Min. 2-inch thick top coat; Celcore PVA curing compound applied
at rate of 300 ft /gal
Celcore S-1
Deck is treated by applying a continuous film with a broom prior to
placement of the Celcore lightweight concrete
Cellular
Lightweight
Concrete
Celcore Sanded Bonding Surface
(SBS)
e
Applied at a rate of 100 ft lgal
Min. 300 psi Meadcrete
Slurry coat min. 0.25-inch thick; I" thick EPS board (1 Ibs/ft3); Min.
2-inch thick top coat;
Min. 300 psi ElastConn
ec
Min. 300 psi Copular
Li
Min. 200 psi Cellular Lightweight
Concrete
FBP12002.13 FL#15894-R13 Page 2 of 8
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
[APPROVED ASSEMBLIES)
[INSTALLATION]; (NOMENCLATURE)
Firestone Building Products Co., LLC
TPO Single Ply Roofing Systems
APPENDIX B
Lightweight Concrete Assemblies with All Layers Adhered over Concrete Deck (New or Existing)
System
No.
Vapor
LWIC
Insulation/Cover Board
Insulation/Cover Board
Membrane
Membrane
MDP
Barrier
Attachment
Attachment
(psf)
�
mchlSD-or ISO'GF'-
T
"
LCJ\_38�
LMin-350.psi_Celcore.MFwithf
/Min':"5
!followed by�tioneLlayer of
Tapered ISO or ISO 6F with
,CS O:`TwimPackInsLlahon�
Adhesivo�ribbon adhered
UltraPly TPO
Membrane Adhesive
2
tH.S R eology A�mi>dure
Lim: 9)
qgy J /SjQVD.on
�12-i, oc.---�
(17.5
(DensD`e1<Prime-}
LC-A-39
-
Min. 350 psi Celoore MF with
�-
DensDeck Prime
I.S.O. Twin Pack Insulation
Adhesive ribbon adhered
UltraPly TPO
XR-BA
-217.5
HS Rheology Admixture
12-inch o.c.
XR
(Lim. 9)
LC-A-40
Min. 350 psi Celcore MF with
Min. 1-Inch ISO GF with
I.S.O. Twin Pack Insulation
-217.5
-
HS RheologyAdmixture
optional layer of Tapered ISO
Adhesive ribbon adhered
UltraPly TPO
Membrane Adhesive 11
(Lim. 9)
GF
12-inch o.c.
LC-A-41
_
Min. 350 psi Celcore MF with
_
UltraPly TPO
UltraPly Bonding
-247.5
HS Rheology Admixture
Adhesive
(Lim. 9)
Min. 360 psi Celcore MF with
LC-A-42
-
HS Rheology Admixture and
-
-
UltraPly TPO
UltraPly Bonding
-335
Celcore S-1
Adhesive
(Lim. 9)
Min. 300 psi Celcore MF with
XR-S or I.S.O. Spray R
LC-A-43
SBS TA
HS Rheology Admixture; Min.
-
_
UltraPly TPO
ribbon adhered
-350
0.25-inch slurry coat
XR
12-inch o.c.;
(Lim. 9)
HA: PermaMop; XR-BA
XR-S or I.S.O. Spray R
LC-A-44
_
Min. 350 psi Celcore MF with
UltraPly 7PO
ribbon adhered
J97.5
HS Rheology Admixture
_
XR
12-inch o.c.;
(Lim. 9)
HA; PermaMop; XR-BA
Min. 300 psi Celcore MF with
LC-A-45
SBS TA
HIS Rheology Admixture; Min.
-
-
UltraPly TPO
UltraPl Bondin
y 9
-455
0.25-inch slurry coat
Adhesive
(Lim. 9)
Lightweight Concrete Assemblies with All Layers Adhered over Steel Deck (New or Existing)
System
Deck
LWIC
Insulation/
Insulation/Cover Board
MDP
No.
Detail
Cover Board
Attachment
Membrane
Membrane Attachment
(psi)
F1,
XR-S or I.S.O. Spray R
LS-A-1
L6,
L6, S12
Min. 300 psi Celcore MF with HS Rheolo
p 9Y
-
-
UltraPly TPO XR
ribbon adhered 12-inch
-45
o.c.;
(Lim. 9)
HA; PermaMop; XR-BA
This evaluation report is provided for State of Florida product
quality assurance changes throughout the duration for which
product attributes that are not specifically addressed herein.
33 of 83
oval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
`I Gd fVf f