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Product Approval Menu>Product or Application Search>Application List>Application Detail
SEP 10 2020
D ��^AL3 FL# FL18355-R5
Mfr
Application Type
Revision
PPPermitting Department
`rr " Code Version 2017 St.Lucie County
FA
Application Status Approved
RECEIVED
Comments
Archived
SEP 1. 1 •-f3''1
a Product Manufacturer TAMKO Building Products LLC ST, Lucle C;Qunty, permitting
a Address/Phone/Email PO Box 97
Galena, KS 66739
(417) 624-6644 Ext 2305
kerri eden@tamko.com
Authorized Signature Kerri Eden
kerri eden@tamko.com
h Technical Representative' Kerri Eden 'o;
s Address/Phone/Email PO Box 1404 � �� `Op►�
Joplin, MO 6480'24
(417) 624-6644 Ext 2305'
kerri eden@tamko.co G
Quay Assurance Representative
{ litARttiv �o
Address/Phone/Email � o
w ?
,za:;: R
Category Roofing
y�ySubcategory Asphalt Shingles
b� M
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
` dile C®� '
Quality Assurance Entity UL LLC
Ak
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
k3. f v Validation Checklist- Hardcopy Received
x' S Certificate of Independence FLIB355 5 COI TBP15001.5 2017 FBC Evai Report Shingles final.pglf
I $ t
{
Referenced Standard and Year(of Standard) Standard Year
�?.
'ASTM D 3161 2016
ASTM D 3462 2010
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkM]f%2br3jwmC7g7d%2b7hEyTQ%3d%3d Page 1 of-2
Florida Building'Code Online 9/9/20,6:31 PM
{ a ASTMD D 7158 2011 .
TAS 100 1995
,
NJ
1r4 v S� Y +t
Equivalence of Product Standards
Certified By Approved Testing Lab
k FL18355 RS Eauiv UL letter for standards for FBC 2017.pdf
�w Sections from the Code
7
{ x Product Approval Method Method 1 Option D
�sr Date Submitted 02/11/2020
Date Validated 02/11/2020
v Date Pending FBC Approval 02/16/2020
Date Approved 04/07/2020
i tib
Summary of Products
FL* Model' Number'or Name Description
3 t fi
C r":
w t 18355.1 Elite Glass-Seal, Heritage, Heritage ASTM D 3462 asphalt shingles and hip and ridge shingles
RiV Premium, Heritage Woodgate,
r x Heritage Vintage, Hip and Ridge,
and Vintage Hip and Ridge Shingles
t r+ t,, '. Limits of Use Installation Instructions
a Approved for use in HVHZ:Yes FL18355 135 II TBP15001.5 2017 FBC Eval Report ShingLe�
Approved for use outside HVHZ:Yes f1�1�p�f
r ; 'W, h Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
�, g` Design Pressure: N/A Created by Independent Third Party: Yes
r y,
Other:See evaluation report for limits of iise." Evaluation Reports
"3� t FL18355 R5 AE TBP15001.5 2017 FBC Eval Report Shingles
y 4 r fmal.pi
Created by Independent Third Party:Yes
tiJn`� �d Via.
t a
e `
i
ContactUs::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer. if Florida.::Privacy Statement:;Accessibility Statement;:Refund Statement
v; s�
Under
maFlorida
il to this entity.email
'Instead,maddresses
ntactthetc records.if off office by phone or by traditiondo not want al mail.If youaddress
ha a any questions,please connse to a tact1850.487.1395*Pursuant to Section do not send electronic
r k 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
!r p 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
i > personal address,please provide the Depattment with an email address which can be made available to the public.To determine if you are a licensee under Chapter
ar 455,F.S.,please click here.
?'1, ; f ;f Product Approval Accepts,
r o �•
� eCheck '
#i �•-
4. Y1d !Fu
Credit Card
€ Safe
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http://www.floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofkkMlf%2br3jwmC7g7d%2b7hEyTQ%3d%3d Page 2 of 2
Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
Al TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS.LLC Issued February 90,-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-651-02-01 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)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) 10CA50498 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 FL18355-R5. Page 1 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.
CRETAMKO BUILDING PRODUCTS LLC
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®Woodg ate 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 an d.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.
CREEK TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal®(Frederick&Joplin)
Basic Wind Speed (Vint): Max. 194 mph
Basic Wind Speed (V,,d): 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/&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'Pattem"detailed below.
�—12" �-- 12" ►•— 12" ►i
--——T—--- ------------ aione Nl Z
-_----- .�-._..._.-_ ,�.--_-
�
I� Exposure
t � +
36"
Figure 1. Elite Glass-Seal:; •.
4 Nail Pattern (Non-HVHZ only)
13-1/2' 13 1/2"
10-1/2"—►rte
-------- ---------- " ------- - Nail Zone
ti 5-1/8"
10 19 Exposure
1 t}
36"
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 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
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 (Va,d): 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 5-5/8 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 5-5/8 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 Pattern"detailed below.
—►�1I�— 12 1/2"—�I+—12-3/8"7----► —12-1/2"--►'1'
� -} -�---------------- --------------- --— — ----- --- —Nail Line
00 T
5.5
Exposure
39-3/8"
Figure 3. Heritage®& Heritage®Premium
4 Nail Pattern (non-HVHZ only)
16"— I8-1/2"— 7-3/8'— 8-1/2"
-+ -�----
----- ----- — — --- — — — -- +---------- —Nail Line
60
a 5-5/8"
Exposure
}
39-3/8"
Figure 4. Heritage®'&,Heritage®Premium
6 Nail-Pattem
TBP15001.5 FL18355-R5 Page 4 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
�1I•— 12-1/2"— [—12-3/8"— j ----12-1/2"—+iJ
a
—Nail Line
F_a 5.5/8"
Exposure
39-3/8"
Figure 6. Heritage®Woodgate
4 Nail Pattern(non-HVHZ only)
16" +I1•�81/2 I�7-3/g yl I~8-.1/2"—III'_
m -} -{--- - - - - - - - - - - - -�- = - - - - - - - —Nail Line
20
5-5/8"
Exposure
I 39-3/8"
Figure 6. Heritage®Woodgate
6 Nail Pattern
-►�1"�1"��— 12-1/2" ►; ;•--121/2"—►i1"ji"��-
i i i i i
Common Bond
FASTENERS
I
�a r
y� 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,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.
CREEKC���'"� TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICEs, LLC
—►I1i+— 12-1/2"-- , 12-3/8"—►I•---
Preferred Fastener Locations
Paint Line
- --------------------- --------------------- ------------------ -- -
3—Nail Zone
� OD 1
� I Edge of
5-5/8" Common
Exposure Bond
s I
39-3/8" I
x
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
________ ____ ________ COMMON BOND
Preferred Fastener Location
Figure 8. Heritage@(Tuscaloosa)
Expanded Nail Zone
�r
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.
CREEK TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage®(Phillipsburg)
Basic Wind Speed (V„it): Max. 194 mph
Basic Wind Speed (Va,a): 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 m1n..3/8 in. plywood, min. 1,5/32 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 accordancewith.FBC requirements. Referto.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 T 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.
✓ llgmaM Fxposure
g mean 2 %tch
6., Fasteners tkil
- - - � — - - - — - - one
s .
Exposure
Qta �tro• vtro—+}��tro• ;
�—tonna•—*•I �+—taxa•--�
Figure 9. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
�. E7 P=M
N'
atb.wt
wrw
Fhstetters - D41i
— — — Ione
17 1/2'
S'
t t.
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 reportis 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„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. 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— �+
III
Start
Figure 1 here 5-1/8" exposure
lip 1
Fastener Fastener
Figure 2 X1/4" 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.
CREEKTAMKO BUILDING PRODUCTS LLC
• K Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip& Ridge (Phillipsburg)
Basic Wind Speed (Vuit): 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. 1 5/32,1 n.,wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min:.7/96.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 :Y" exposure
here
• a
III
Start-
here 5" exposure
Figure 1
1.,
Fastener � Fastener
,,�I
r �5-1/2"
Figure.2, 1/411, Figure 3
Figure 12. Vintage®Hip& Ridge
TBP15001.5 FL18355-R5 Page 9 of 10
This evaluation-report i,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
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 irregblarities and debris. All fasteners in'the deck
shall be checked for protrusion and corrected prior to underlaymeht 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 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.
Rp ,,�,: 2020.02.10
�� RY .
GEN
17:16:22
••s '' � 17:16:22
No 74021
_� � o'KI�%W�MLN•ry RPMt
* �* -05'00'
STATE OF /4/�
p •• lV Zachary R. Priest, P.E.
•:c< O R ,p P••����� Florida Registration No. 74021
Organization No.ANE11669
O
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.