HomeMy WebLinkAboutFL 18355.1 SHINGLE9/28/2020 Florida Building Code Online
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F�5-R5
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TAMKO Building Products LLC
Locke Bowden P.E.
Approved
History
Category: Roofing
(334) 300-1800
Subcategory: Asphalt Shingles
-rappravea oy uorx. , pprovars oy unrrc snap De reviewea ano reerneo Dy one rut- ano/or me (-ommissron it necessary.
Contact us :: 2601 Blair stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copy ight 2007-2013 State of Florida.:: Privacy Statement r: 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 pub€€c-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 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 licensae. 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 tie made available to the public. To determine if you are a licensee under Chapter 455, F S., please click hgre,.
Product Approval Accepts:
Credit Card
Safe
I$355 I
https:Nfloridabuildifig.org/pr/pr_app_lst.aspx 111
9/28/2020 Florida Building Code Online
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FL #
FL18355-R5
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer TAMKO Building Products LLC
Address/Phone/Email PO Box 97
Galena, KS 66739
(417) 624-6644 Ext2305
kerri—ederF@tamko.com
Authorized Signature Kerri Eden
kerti—eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417)624-6644 Ext2305
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
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 the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity Ui_ 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 Eval Report Engles final,pd
Referenced Standard and Year (of Standard) Standard
year
ASTM D 3161
2016
ASTM D 3462
2010
ASTMD D 7158
2011
TAS 100
1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R5 Eaui letter for t d rds or FB 17. df
httpsaltloridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkM]f%2br3jwmC7g7d%267hEyTQ%3d%3d 1/2
9/28/2020
Sections from the Code
Florida Building Code Online
ri
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
Summary of Products
r— S
FL # Model, Number or Name
Description
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 I
Installation Instructions
FL18355 R5 II TBP15001.5 2017 FBC Eval Rep rt hinglP
Limits of Use
Approved for use in HVHZ Yes
Approved for use outside HVHZ: Yes
j fin 1 p
Impact Resistant: N/A
i Design Pressure: N/A
Other: See evaluation report for limits of use.
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL12355 R5 AE TBP15001.5 201Z FBC E al Report Shingle
f�I_.P.
Created by Independent Third Party: Yes
back hlext
Contact Us :; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850,-487-1824
The State of Finrida is an AA/EEO employer. v 'aht 200)-2013 State of Florida. ;; nvacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a-mal$ address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.457.1396. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, T.S. must provide the Department with an email address if they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
Provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S., please click here .
Product Approval Accepts:
Credit Card
Safe
https:llfloridabuilding.org/prlpr app_dtt.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkM]rl.2bgwmC7g7d%2b7hEyTQ%3d%3d 212
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: TAMKO BUILDING PRODUCTS LLC
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
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, fir" EDITION (2017)
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
Issued February 10, 2020
Entity
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
ASTM D 6381
2008(2013)el
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
U L 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)
10CA50498
ASTM D 3462
2010A
UL LLC (TST9628)
10CA64882
ASTM D 3161
2016
UL LLC (TST962B)
11NK14014
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)el
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
FL18355-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.
CREEK
TECHIVICAL SERVIcEs, LLC
PRODUCT DESCRIPTION
Elite Glass -Seat®
(Frederick & Joplin)
Heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick &
Phillipsburg)
Heritage@ Vintage@
(Phillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architecturai asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-1l4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
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 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
CREEKAsphalt Shingles
TECHNICAL. SERVICES, LLC
INSTALLATION
Elite Glass -Seal® (Frederick & Joplin)
Basic Wind Speed (V tt): Max. 194 mph
Basic Wind Speed (Vag): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132
in. plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 318 in. plywood, min. 15132 in. wood plank or min. 7116 in_ OSB
for new construction; Min. 318 in. plywood or min. 7116 in. OSB for existing construction.
Undedayment:
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 5-118 inch exposure in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be attached using "6 Nail Pattern"
detailed below.
Installation (Nan-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.
12" ----�I
I1�I�
}- Nail Zone
Figure 1. Elite Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Nail Zone
Figure 2. Elite Glass -Seal
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 3 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's 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
Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa)
Heritage® Premium (Frederick & Phillipsburg)
Heritage® Woodgate (Dallas & Frederick)
Basic Wind Speed (V it): 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. 15132
in. plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 318 in. plywood, min. 15/32 in. wood plank or min. 7116 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 5-5/8 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 5-58 in. exposure in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles shall be attached using
either "4 Nail Pattern" or "6 Nail Pattem" detailed below,
a
�__
�,;� -{ �--�------------- ----------- -Nail Line
-----
Exposure
39-3/8°
Figure 3. Heritage® & Heritage® Premium
4 Nail Pattern (non-HVHZ only)
+-- 8-1/2„—► l�-.-7-3/8"--� � 8 1/2°—�I
-�
--------------- ------ -Nail Line
Expo/sure
39-3/8"
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
TBP15001-5 FL18355-R5 Page 4 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.
CREEK
TECHNICAL SERVICES, LLC
TANIKO BUILDING PRODUCTS LLC
Asphalt Shingles
1''� 12-1/2"-.----• r— 12-3/g" -- - �j— 12-1/2" — it r--
cr
--------.._...----------------------------------
Erxposure
t
C
T
L
1i
Figure 5. Heritage@ Woodgate
4 Nail Pattern (non-HVHZ only)
16I" - -- iI •---------16°��I
7-3/8�
1,
Exposure
39-3/8"
Figure 6. Heritage@ Woodgate
6 Nail Pattern
39-318"
—Nail Line
Line
21 Common Bond
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 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
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
12-1/2"�!. - - 12-3/8"-1 - 12-1/2"-- 1:9 -
Preferred Fastener Locations
- --- -- -- --- ------------------- - - - ----- -- -- -
0 I
h m
r 5-5/8"
Exposure
39-3/8"
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
------- I_--- ___-- COMMON BOND
Fastener Location
Figure 8. Heritage® (Tuscaloosa)
Expanded Nall Zone
Paint Line
IZone
Edge of
Common
Bond
TBP15001.5 FL18355-R5 Page 6 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.
��� TAMKOBUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Vintage® (Phillipsburg)
Basic Wind Speed (Vut): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min_ 19132 in. plywood or wood plank for new construction; Min. 15132
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. 7116 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.
T
arr,
NDocn
17-li2"
U L-1
4i xi•�a—aira---a.�—v-im•—�� a���•
Figure 9. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
M
/ Nafth
17--if2`
-7-
�-731r 7i 7-a1i-7'
Figure 10. HeritageO 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 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
Hip & Ridge (Frederick & Joplin)
Basic Wind Speed (Vwr): Max. 194 mph
Basic Wind Speed (Vad): Max. 150 mph
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Deck (HVHZ);
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132
in. plywood existing construction.
Beck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 318 in. plywood, min. 15132 in. wood plank or min. 7116 in. OSB
for new construction; Min. X8 in- plywood or min. 7116 in. OSB for existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
installation:
Installed with 5-118 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
Fastener
1 6.W8„
Figure 2
Figure 11. Hip & Ridge
Figure 3
TBP15001-5 FL18355-R5 Page 8 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
CREEK
Asphalt Shingles
TECHNICAL SERVICES,
LLC
Vintage® Hip & Ridge
(Phillipsburg)
Basic Wind Speed (V if):
Max. 194 mph
Basic Wind Speed (Vard):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min_ 15132
in, plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 318 in. plywood, min. 15132 in. wood plank or min. 7116 in. OSB
for new construction; Min_ 3/8 in. plywood or min. 77116 in. OSB for existing construction.
Undedayrnent:
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 prevailing wind
exposure
Figure 1
1"
Fastener
Figure 2
Start
mere
5" exposure
e
,�.• Fastener
r L5-if2"
1/4" Figure 3
Figure 12. Vintage® Hip S Ridge
TBP15Q01.5 FL18355-R5 Page 9 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.
0 CREEK TAMKO BUILDING PRODUCTS LLC
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 8 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 compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
� GEN sF
ti.
No 74021
:rrZ
STATE OF 411�
0RtO, �N
CERTIFICATION OF INDEPENDENCE
2020.02.10
17:16:2 2
mWvry.wMa w ucn.na vn..,
05100t
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
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 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.