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tit: 7V lwv, FL# FL18355-R5
Application Type Revision
Code Version 2017
Application Status Approved RECEIVED
JUN 17 7010
? Comments
J Archived Permitting Departmeiat
St Lucie County
Product Manufacturer TAMKO Building Products LLC
Address/Phone/Email PO Box 97
f" Galena, KS 66739
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
i
Category Roofing
Subcategory Asphalt Shingles
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 Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL18355 R5 COI TBP15001.5 2017 FBC Eva[ Report Shingles final.pd
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
' ASTM D 3462 2010
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgdvosrHazGXQW83MPT3uofKkMlf%2br3jwmC7g7d%2b7hEyTQ%3d%3d Page 1 of 2
Florida Building Code Online 5/19/20,8:17 AM
r
�TTT� ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R5 Eauiv UL letter for standards for FBC 2017.p-df
i
RSections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/11/2020
Date Validated 02/11/2020
Date Pending FBC Approval 02/16/2020
Date Approved 04/07/2020
Surnirin-a"r
y of Products
FL# Model,Number or Name Description y
` 18355.1 Elite Glass-Seal, Heritage, Heritage ASTM D 3462 asphalt shingles and hip and ridge shingles
Premium, Heritage Woodgate,
Heritage Vintage, Hip and Ridge,
and Vintage Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLIB35 R I TBP15001.5 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final•p&f
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R5 AE TBP15001.5 2017 FBC Eval Report Shin les
I flLuL"dd
{ Created by Independent Third Party: Yes
II Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
S The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
i mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click)1acp_
Product Approval Accepts:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMlf%2br3iwmC7g7d%2b7hEyTQ%3d%3d Page 2 of 2
Certificate of Authorization No. 29824
CREEK 17520 Edinburgh
Tampa,FL 336477
wt 'TECHNICAL, SERVICES, LLQ: (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS LLC Issued February 10, 2020
198 Four States Drive
Galena, KS 66739-0097
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas,TX
Tuscaloosa,AL'
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTMD 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.5 FI-18355-R5 - Page 1 of 10
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.
=� TAMKO BUILDING PRODUCTS LLC
GREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick&Joplin) asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Frederick& reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg) complying with ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462. .
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.5 FL18355-R5 Page 2 of 10
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.
Y= CREEK TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal®(Frederick&Joplin)
Basic Wind Speed (V„it): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's
application instructions when installing shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be attached using"6 Nail Pattern"
detailed below.
Installation (Non-HVHZ) Installed with 5-1/8-inch exposure in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles shall be attached using
either"4 Nail Pattern"or"6 Nail Pattern"detailed below.
4•— 12" �— 12" �— 12"—►I
n
4
- -------------- -------------
t }-Nail Zone
� �
� 5.1/8"
+ Exposure
.36'.' . .
Figure 1. Elite Glass-Seal
4 Nail Pattern (Non-HVHZ only)
13-1/2" 13 1/2" �
---10-1/2" �— gn —10-1/2"
t _ _ _ ___ _} __-_ ---——--�- }—Nail Zone
00
Sf�Sn
I� Exposure
36"
Figure 2. 'Elite Glass-Seal
6 Nail Pattern
TBP15001.5 FI-18355-R5 Page 3 of 10
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.
_
,
'
Li ���������� ���B00��P�D�TU�
�.�0�����0�w0�� Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@y(JeUae. Frederick, Joplin, Phillipsburg fkTuscaloosa)
| Heritagm@)Premium (Frederick& Phillipsburg)
Haritmge@ Woodgste(DaUes&Fn*daUck)
Basic Wind Speed(Vuu): Max. 1Q4mph
Basic Wind Speed(V,,d): Max. 150 mph
Oeoh(HVHZ): |naccordance with FBCrequirements;
Solidly sheathed min. 10/32 in. plywood or wood plank fbrnew construction; Min. 15/32
in.
plywood e�aUngconotmcUnn.
Donk(Non-HVHZ� {nauonrdanuewith F8Crequirements;
Solidly sheathed min. 30in. plywood, min. 15/32 in.wood plankormin. 7Y18in. OSB
{brnewonhotmdior; Min. 3@in. p|ywmudurmin.7/1Oin. OGBforaxistingounotruchun.
Undedoyment lnaccordance With FBCrequirements.
Min. slope: 2:12and inaccordance w�hFBCrequirements. R�ertothe manuha��uneeo
application instructions when installing shingles at slopes greater than 21:12.
|n�eUoUon(HVHZt |h�aUmdwith 5'5�in, exposureineocondenoovv�hR/�� 115andmonufadone�o
published ,
' in��Uationinafmotiono' GhinQ|eonhoUbaat�nheduoinQ^8NaUPa�mm
detailed below.
Installation (Non'HVHZ� \n�aUedw�h5-5�in eunainaccordance w�hFBCoequiname�sand
monufadum/spublished installation instructions, Shingles shall beattached using
either''4Nail Pattern"or"ONail Pattern"detailed below,
~f —Nail Line
Exposure
Figure 3. Heritage@&Heritage@ Premium
4Nail Pattern(non-HVHZ only)
� n M , reF
—Nail Line
Exposu
Figure 4.. &Heritage@ Premium
6 Nail Pattern
4of1O
TAMKO BUILDING PRODUCTS LLC
�RE K Asphalt Shingles
TECHNICAL SERVICES, LLC
nli -- 12-1/2"-1—12-3/8"-1—12.1/2"—I1''—
-+ -}- - - - --- - - ----------------------------------
—Nail Line
� 5/811
Exposure
39-3/8"
Figure 5. Heritage@ Woodgate
4 Nail Pattern(non-HVHZ only)
16"� 16" �
81/2"—►I I+-7-3/8"--►I Imo—8-1/2"_yl
-} --------- --------— --------- -------- —Nail Line
ao 5-5/8"
Exposure
39-3/8°
Figure 6. Heritage@ Woodgate
6 Nail Pattern
-►�tt1;1°;•- 12-1/2" �; ;�--12-1/2" ->�1"�1'9�-
1 1 1 1 1 1
I ® Common Bond
FASTENERS
;a. li.mmww� 1,
N
Qr
iW l
39-3/8"
Figure 7. Heritage@, Heritage@ Premium,& Heritage@ Woodgate
Alternate 6 Nail Pattern
TBP15001.5 FL18355-R5 Page 5 of 10
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 produc(attributes that are not
specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS LLC
K Asphalt Shingles
TECHNICAL SERVICES, LLC
—►I1i�---- 12-1/2"—►I.--12-3/8"—+I+— 12-1/2"—I1,—
Preferred
, --Preferred Fastener Locations
Paint Line
� - - -------------------- --------------------- ------------------ -- - - Nail Zone
-4- -- ----- --- — — — --- — --- --- — — — —
60
00
Edge of
ti 5-5/8" Common
Exposure Bond
��l �•w.T ,y 39-3/8" -
i
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
Preferred Fastener Location
Figure 8. Heritage®(Tuscaloosa)
Expanded Nail Zone
TBP15001.5 FL18355-R5 Page 6 of 10
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.
CREEKTAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage®(Phillipsburg)
Basic Wind Speed (V,,t): Max. 194 mph
Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ.): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with-FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application
instructions when installing shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published
installation instructions. Shingles shall be attached using"6 Nail Pattern"detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's
published installation instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
aa' _
y ugmnt § Exposure
N=W z Notch
6, Fastenes
one
s
Exposure
}
¢7 A'
f+—ia�ra`—«{ �+—ia ala`—•►� .
Figure 9, Heritage®Vintage®
6 Nail Pattern (non-HVHZ only)
4W EMMUR
Notch
Rs�nt
zom
�wuw
rF}!sWwrz Nsl
17-Ur
6�osun
}
Figure 10. Heritage®Vintage®
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 7 of 10
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 TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge (Frederick&Joplin)
Basic Wind Speed(V,lt): Max. 194 mph
Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
here—
I LI
Start
Figure 1 here 5-1/8"exposure
1„
Fastener Fastener
5-5/8" k5-5/8"
Figure 2 �� Figure 3
Figure 11. Hip Ridge
TBP15001.5 FL18355-R5 Page 8 of 10
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 TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge.(Phillipsburg)
Basic Wind Speed (V„it): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed mina 19/32 in. plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Mina 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Direction of prevailing wind
Start 591 exposure
1 11
Start
Figure 1 here 599 exposure -
1.�
Fastener Fastener
5-1/219
Figure2 1/4" Figure 3
Figure 12. Vintage®Hip-&Ridge
TBP15001.5 FL18355-R5 Page 9 of 10
This evaluation report is provided for State of Florida product'approval under Rule 61620-3. 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.
GRETAMKO BUILDING PRODUCTS LLC
K Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the.eave in horizontal layers such that the laps shed water from the
deck.
7) 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 code compliantdetail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,,,,,PR�,p,,,i,, 2020.02.10
%,
• 0 E N"
17.16.22
• No 74021 •
• • agwy.qw Mawnn.cn..i
?� STATE OF .'44/
lo
p •, 40- Zachary R. Priest, P.E.
'+�'� '•:°< p P•' _��� Florida Registration No. 74021
ONRA•`���N,%% Organization No.ANE11669
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.
END OF REPORT
TBP15001.5 FL18355-R5 Page 10 of 10
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.