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FLY3651=R3
Application Type
Revision
Code Version
2017
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
Approved
iN
is%Ji `/ lt'4J �• £III .
,pePx xapE. ♦eamoeep' oxrpOnialoxs eoxracr oaeie
SCANNED
BY
St. Lucie County
RFko'/AF
qp o
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
info@gulfcoastsupply.com
Eng David
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
info@gulfcoastsupply.com
�Q
pP''n,; . ''?10
3t ttin9 %B
��Cie�ePari
cD�n� enr
REVIEWED FOR
CODE' COMPLIANCE
ST. LUCIE COUNTY
BOCC
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
david.eng@gulfcoastsupply.com
Roofing
Metal RodOng
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Daniel S. Kuhn
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
PE-75519
Keystone Certifications, Inc.
04/12/2024
Locke Bowden P.E.
Fi Validation Checklist - Hardcopy Received
FL11651 R3 COI Cert of Independence 2017-10-09.pdf
Standard
Year
FM 4471
1992
TAS 100
1995
TAS 110
2000
TAS 125
2003
UL 1897
2012
UL 580
2006
Approved for use outsi IHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
6" o.c. fastener spacing. Install per manufacturers details. For
use in HVHZ Zones.
Verified By: Daii'ndiin, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 12 R3 265vCrimp 15-
3,2Plywood HVHZ-signed.gdf
Created by Independent Third Party: Yes
111651.13 126 Ga. 5V Crimp I Min 26 Ga. 5V Crimp over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131.PSF
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @
16" o.c. fastener pattern. Install per manufacturers details. Not
for use in HVHZ Zones.
11651.14 126 Ga. 5V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.SPSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
6" o.c, fastener spacing. Install per manufacturers details. For
use in HVHZ Zones.
Installation Instructions
FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail-
Jgt ed•pff
Verified By: Dan Kuhn, P.E. 7SS19
Created by Independent Third Party: Yes
Evaluation Reports
EL11651 R3 AE FL11651 13 R3 265vCrimp 1S-
32Plywood No HVHZ-signgd.pd
Created by Independent Third Party: Yes
Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 14 R3 Metal Roof Panel Detail-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 IS-
2Pywood NonHVHZ-signed.id
Created by Independent Third Party: Yes
111651.15 126 Ga. Gulf Lok I Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.0PSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf
@ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c, fastener spacing.
Install per manufacturers details. For use in HVHZ Zones.
11651.16 126 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.SPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf
@ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener
spacing. Install per manufacturers details. Not for use In HVHZ
Zones.
11651.17 126 Ga. Gul1PBR
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -59.25 psf @ 24" o.c. fastener pattern.-154.75 psf @
12" o.c. fastener pattern. Install per manufacturer details. Not
for use in HVHZ
11651.18 126 Ga. GuIfPBR
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" O.C. fastener spacing.-151.75 psf @
12" fastener spacing. Install per manufacturer's details. For use
in HVHZ Zones
Installation Instructions
FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail-
51gned.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
Party: Yes
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 16 R3 26GulfLok 16 15-
32Plywood NonHVHZ-signed.odf
Created by Independent Third Party: Yes
Min 26 Ga. Gulf PBR Roof Panel over 15132" Plywood
Installation Instructions
FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 17 R3 26GuIfPBR 1S-
3_J,ywood NonHVHZ-sianed.pd
Created by Independent Third Party: Yes
Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Pudins over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail-
59ned•Pjf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 18 R3 26GuIfPBR Ix4 IS-
3_2PIywood HVHZ-signed. df
Created by Independent Third Party: Yes
111651.19 126 Ga. GuIfPBR I Min 26 Ga. GuIfPBR over 15/32" Plywood I
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
r1211 1211
At Panel Lap
TYPE 2 FASTENER PATTERN
1) #9-15 x 1-1 /2" HWH w/Sealing Washer
211 9.511 9.511 211
\GENS�?.1,
No. 7s519
T TATE OF
,)NAL V'%,�1O/OS/201j
FL# 11651.13 R3 • OCTOBER 5. 2017
MBuOsin;eMs
rofessional Regulation
DDPR HdE 180Dt'D6FH. tlBPRDIYj9itlM3 ¢OMACT DDPR
b pr o usER:Pubpc�Uroval FILE COPY
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ProauR AVDf➢val Menu > ProduR or Aoollrafion sL >-golirztlon List> Appilaitlon Detail
�MAML1654=R2�
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
?•
POLYGLASS USA
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert@polyglass.com
Maury Alpert
malpert@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass.com
SCANNED
BY
St. Lucie County
RFCFIVED
APO 0 31010
Per
St Qzo? epartmeA
LcdUnh, t
REVIEWED FOR
CODE'COMPLIANCE
5T. LUCIE COUNTY
BOCC
Roofing
Modi led Bitumen•.Roof y Vim.
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcepy 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
09/13/2021
Validated By
John W. Knezevich, PE
'u Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL1654 R23 COI 2018 01 COI NIEMINEN.pdf
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/08/2018
Date Validated 10/13/2018
Date Pending FBC Approval 10/21/2018
Date Approved 12/11/2018
Summary of Products
r�
FL #
Model, Number or Name
Description
1654.1
Polyglass SBS and APP Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654-
R23.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application
Evaluation Reports
relates to one particular assembly over concrete deck.
FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654-
R23.pdf
Refer to the ER Appendix for other systems and deck
types. 2.) Refer to ER, Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
Back Ne_t
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 P ivaV, 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
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 Section 455.275(1),
Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis
provided may be used for offidal communication with the licensee. However emall 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 her
Prod uci Approval Accepts:
®®c® ®
ONEMOletc.
TABLE It: ....REROOF (TEAR -OFF)
SYSTEM TYPE F: . BONDED ROOF
System
Deck (Nate 1)
Roof Cover (Note 15)
MOP (Dst)
Primer
Joint Treatment
Base Ply
Ply
Ca PI
No.
t B
vo:.
P
W-171
Min. 15/32-
(Optional) PG100
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
Inch plywood
W-172
Min. 15/32-
PG100
None
SBS-SA
(Optional)SBS-SA, SEIS-
SBS-SA, APP-SA, SBS-
g75
Inch plywood
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, 5B5-
97 ,
W-173
inch plywood
(Optional)PG100
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
W-174
Min, 15/32-
pOLVBRlTE 745
None
SBS-SA
(Optional)SBS-SA, SBS-
TA, APP-TA
SBS-SA, APP-SA, SBS-
TA, APP-TA
-105.0
Inch plywood
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Plus or
(Optional)5B5-SA, 5BS-
SBS-SA, APP-SA, SBS-
-135.0
W-175
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
W-176
Min. 15/32-
(Optional) PG300
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into
Polyflex SA Base
(Optional) APT -TA
APP-TA
-135.0
Inch plywood
place to create continuous band.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 26 of 65
NNEMOjetc.
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. Unless otherwise noted, 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 CER3592). Unless otherwise noted,
use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
less omerwlse notes, rerer to me
T011owmg reverences
Tor oonaeu case, ply or cap sneet appncaaons.
ROOF COVERS
REFERENCE _
LAVER
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Asphalt 20-40
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Hot at
Ibs/square
Asphalt -Applied)
Note:
Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650
pG350 at 1.5-2.0
SBS-CAI
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
Cap Ply
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
gal/square
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 Type II
Polyplus 35 at 1.5-2.0
SBS-CA2
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
Cap Ply
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
gal/square
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
SBS-AA
Base Ply or Ply
56 Type II, Polyglass HT Base 650
Hot Asphalt at 20-40
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type Il, Elastoflex 56 G, Elastoflex S6G FR, Elastoshield TS-G,
Ibs/square
(SBS, Asphalt -Applied)
Cap Ply
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt-appliedsheets orinsulation shallnot be applied topoly-film surfaced membranes.
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base
SB5-TA
Base Ply or Ply
650
Torch
(SBS, Torch -Applied)
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-
-Applied
Cap Ply
G, Elastoshleld TS-G FR; Polyfresko G SBS (poly-fllm backed), Polyfresko G SBS FR (poly-fllm backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for SBS-SA are 1lmltedto the SBS-SA Base Plyoptlons herein,
Elastobase (poly/sand) or Elastobase (poly/poly).
PG350 at 1.5-2.0
APP-CA3
Cap Ply
Polyflex G FR
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Torch
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
-Applied
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 3 of 65
NNEMOjetc.
APPENDIX 1:
TABLE
AT rAcHM ENT REQUIREMENTS FOR WIND
DECK
UPLIFT RESISTANCE
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
5-9
SC
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1D
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18.21
-a -
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
26
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
74A.
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Root Cover
30-34
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated; Mech. Attached Base Sheet, Bonded Roof Cover
35-37
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-46
Structural concrete
New or Reroof(Tear-Off)
F
Non -Insulated; Bonded Roof Cover
46
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47-49
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51-53
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
53
Cementitlous wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
5D
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
57-59
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
6D
Existing gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
61-65
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
D Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published Installation instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVH2 EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 65
Business & Professional Regulation
I
acts Home I L�In User Registration Hot T.P'ia; S.bm11:Surcharge I Stats&Facis I Publiotions
Flor da
��®`�' Product Approval
n USER: Public User
FILE COPY
ProEUR Aoproval Menu > PmtluQ
or ARMicatlon Search > ARPlira[ion Lirt> ApPllwtlon Detail
FL_#_.
FL5259�R26;.
Application Type
Revision
Code Version
2017
Application Status
Approved
SCANNED
BY
Comments
Archived
o
St. Lucie County
Product Manufacturer
POLYGLASS USA
Address/Phone/Email
1111 W. Newport Center DriveDeerfield Beach,
FL33442
242
{� FOR
(954) 233-13 8
alender@polyglass.com
REVIEWED
CODECOMPLIANCE
Authorized Signature
Ariel Lender
STa LUCIE COUNTY
alender@polyglass.com
BOCC
Technical Representative
Maury Alpert
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Quality Assurance Representative
Ariel Lender
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1230
ALender@polyglass.com
Category
Roofing-.
Subcategory
UiiderlaymeFits'
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O 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
10/05/2018
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5259 R28 COI 2018 01 COI NTEMTNEN.Pdj
Standard
Year
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6164
2011
ASTM D6222
2011
FM 4474
2011
FRSA/TRI April 2012
2012
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Summary of Products
rI
FL #
Model, Number or Name
Description
5259.1
Polyglass Roof
Roofing underlayments
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.12df
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular
FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R_28 pdf
underlayment system (over concrete deck) for
use under foam -on tile systems (where the
Created by Independent Third Party: Yes
underlayment forms part of the load -path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
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contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-482-1824
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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 Section 455.225(1),
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provided may be used for official communication with the licensee. However email addresses are public remrd. 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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