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Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa,FL.33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6"EDITION(2014)
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Manufacturer: TAMKO BUILDING PRODUCTS Issued October 28, 2015
220 West 4u'Street '
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS }
Frederick, MD i
Dallas,TX
Tuscaloosa,AL j
Quality Assurance: UL LLC(QUA9625) i
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SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 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 j 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 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 6361 2008(2013)e1
UL 2309
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 08CA59132 ASTM D 3161 2009
UL LLC(TST9628) 09NK07896 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2009
ASTM D 3462 2009
UL'LLC(TST9628) 12CA24551 ASTM D 3161 2009
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2009
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TBP15001.1 FL18355-R1 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G2013 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 others product attributes that are not
specifically addressed herein. li
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G REEK TAMKO BUILDING PRODUCTS
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
Tuscaloosa) ceramic granules complying with ASTM D 3462.
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Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462. I,
Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3'-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
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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 'STM D 7158, Class H fiberglass
(Dallas,Phillipsburg& reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Tuscaloosa) complying with ASTM D 3462.
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
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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) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462. j
Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass;;reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
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:
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TBP15001.1 FL18355-R1 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20i3. 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.
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CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
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TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V,,,t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vag): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin(Non- construction. i
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBCrequirements.
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 inch1lexposure in accordance with RAS
115 and manufacturer's publishedinstallation 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.
NAILS
Nailing _ ... - -
6-70Area -- -- -- ---------- - - - -- - - -- -
5-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal ,i
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing ----------------------------------- �---------------- -- _ _ fi-7/8
Area -.... ------------------------------------------------------------ --
5-1/8"
Butt,Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.1 FL18355-R1 I' Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G2013 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.
I ,
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Basic Wind Speed(Vuit): Max. 194 mph I'
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBCllrequirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Miln. 15/32 in. - plywood existing
(Dallas, Phillipsburg& construction.
Tuscaloosa) Deck(Non-HVHZ): In accordance with FBClirequirembnts;
& I Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas) 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 ma'nufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
! Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BON D
fi-118" EXPOSURE 6-518"
1" �r-- 12-11211 12-31811 12-112"=-►I hi--1"
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Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
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FASTENERS NAIL ZONE
; COMMON
BOND
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6-1l8" EXPOSURE 5-5I8'
1=-►I h-7-112"�--7-1/2"�t 7�/8"�7-112"-►N-7-112''-►I �1"
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
TBP15001.1 FL18355-R1 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G2013. 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.
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CREEK TAMKO BUILDING PRODUCTS
li Asphalt Shingles
TECHNICAL SERVICES, LLC I.
NAVZONE/
. '
AST,ENERS'' _ COIUIMON BONUS
6 118° :' J[POSURE 5518
Figure 5. Heritage®Woodgate(Dallas)
6 Nail Pattern
�{
-►�1.1��---12-1/2" i-
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Yi i i ii
Common Bond
FASTENERS
co
Tm i t
:C:0 I o
Ln 0
CL X l
yw
39-3/8"—
Figure
9=3/8"Figure 6. Heritage®, Heritage®Premium,&Heritage®Woodgate(Dallas)
Alternate 6 Nail Pattern ;
PAINT v . . .,
LINE.
"NAIL
6 il8"' Y Zr
EDGE O'F ,
BOMMdNN
E�:OND,
:.-
,EXP:OSURE
- .
ACCEP,TABLE:.. '
FASTENER LOCATION
D-O NO.T FASTEN
ALONG EDGE::OF
----- -- 'COMM:ON"BOND°
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PREFER
-b
FASTENER
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4,and 6 may be placed in the nail;zone as described above
TBP15001.1 FL18355-R7 Page 5 of 11
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.
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CREEK TAMKO BUILDING PRODUCTS
I� Asphalt Shingles
TECHNICAL SERVICES, LLC I'
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Heritage®Premium Basic Wind Speed(V„ic): Max. 194 mph t i
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph I
i Deck(HVHZ): In accordance withFBC�requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. i
Deck(Non-HVHZ): In accordance with FBCjJ requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBdj requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's app iication 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 I 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"4 Nail
Pattern"or T Nail Patten"detailed below.
r i
h
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NAI L:ZONEI
FASTENERSI COMMON BOND
51/2" EKPOSURE 5"
"—►� 12" —►�-11
Lill
11
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
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j NAiL'ZONE/
FASTENERS COMMON BOND
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T
51/2" EP
SURE 5"
-Ll
1° lh' 9° n 91/2"
Figure 9. Heritage®Premium(Frederick)
i 6 Nail Pattern
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TBP,15001.1 FL18355-R1 ! Page 6 of 11
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 throughoutilthe 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. �I
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CREEK TAMKO BUILDING PRODUCTS
ti Asphalt Shingles
TECHNICAL SERVICES,LLC j;
Heritage@ Woodgate Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBCi;requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBCirequirements.
Min.slope: 2:12 and in accordance,with FBC requirements. Refer to
the manufacturer's app cation instructions when installing
shingles at slopes gr ater than 21,:12. '
Installation (Non-HVHZ): Installed with 5 in. exposure ;in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
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NAIL ZONE!
FASTENERS
WIT ,!
COMMON'BOND
5-1/2" EXPOSURItiV
11" -.►�--12-3/8"- — 11" --►� i�-1"
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZON E!
FASTENERS COMMON BOND
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5'112" EXPOSURES' i
1"--►I �" 9-112" 3' -918"--►{F3'�►�-9-112"
� n
Figure 11. Heritage@ Woodgate(Frederick)
! 6 Nail Pattern
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TBP15001.1 FL18355-R1 Page 7 of 11
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. 1
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CREEK TAMKOBUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC j
Heritage®Vintage® Basic Wind Speed(Vuic): Max. 194 mph j
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBdrequirements-,
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. 15/32 in. plywood or wood plank for
! new construction; Min.1/16 in.OSB existing construction.
! Underlayment: In accordance with FBG requirements. ,
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application iIristructions 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. i l
Installation (Non-HVHZ): Installed with 5 in. exposure'an accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6.Nail Patten"detailed below.
4Gf 1
spasure
i6uh
T
Fasoengs
6" tdail
- - — — — — — — — — — - - !I one
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s;
Ex posu m
eta• stn• 9-tro•—�•��tro• � i ,
� t�—tam---�{ �-taxa•—+� !
Figure 12. Heritage®Vintage®
j 5 Nail Pattern (non-HVHZ only)
1 t
�, 6geaute
w No"
i
6. r3soenets Nwll
none
� 1 I
1 I -t a7 lE1p{•� 1�161F► E718' '. I [
Figure 13. Heritage®Vintage° j
6 Nail Pattern
TBP15001.1 FL18355 R1 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 13 e 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 otherl product attributes that are not
specifically addressed herein.
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CREEK I TAMKO BUILDING PRODUCTS
! Asphalt Shingles
TECHNICAL SERVICES,LLC j
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Hip&Ridge Basic Wind Speed(V„n): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
j Deck(HVHZ): In accordance with FBCjrequirements;
Solidly sheathed min. 19/32 in. 'plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. l
Deck(Non-HVHZ): In accordance with FBCjrequirements;
Solidly sheathed min. 15/32 in:,'''lywood or wood plank for
! new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBCj requirements. '
Min.slope: 2:12 and in accordancelywith 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 1
$Start x5-1/8" exposure
ere—
'i II
Start a
i
Figure 1 here 5-1/8"exposure
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„ 1�� �,+ I 1„
C - Fastener 'f �Ii �tener
%-r I� '
Figure 2 3
4 "
"Figure
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Figure 14. Hip&Ridge(Frederick&Joplin)
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TBP15001.1 FL18355-R1 ! I Page 9 of 11
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 otherIproduct attributes that are not
specifically addressed herein.
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GREEK j TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
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Vintage®Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph j
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC!requirements;
Solidly sheathed min. 1,9/32 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FB,requirements. "
Min.slope: 2:12 and in accordanceIlwith FBCi requirements.
Installation: Installed with 5 inch exposure inj accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end°,shall 'be away from the
prevailing wind.
j Direction of prevailing wind
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Start 511exposure
here ?
Start
here
1 5" exposure
Figure 1
1,9
in
Fastener 1I Fastener
r �5-1/255 t5-1"121;
Figure 2 ( Figu're 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
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TBP15001.1 FL18355-R1 I Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G2013 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.
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CREEK ! TAMKO BUILDING PRODUCTS
Asphalt Shingles
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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.
I 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 buildinglmean roof height of 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris.i All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment applpcation.
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
j 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 1
i The(products evaluated herein by Zachary R. Priest, P.E. have demonstrated Jompliance with the Florida Building
Code 5t'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
%%G`Z�P'p�Y R. A 205. 0.20
9
`���Q,•
\0 E N S ,,Fs�
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No 74021
� I� 0 :28:07
i �
-O`4'pp'
130 STATE OF
•A%< O R,p P•::��,`� Zachary R. Priest,l P.E.
sitNAO -St$N', Organization No.l ANE9641021 i
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CERTIFICATION OF INDEPENDENCE 7 i
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1 CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in a ly 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. j
i Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in any compaAy manufacturing or distributing products
under this evaluation.
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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.
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END OF REPORT
TBP15001.1 FL18355-R1 ; Page 11 of 11
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 throughouti}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.
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