HomeMy WebLinkAboutProduct Approval f
, I
Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES,LLC j' (813)480-3421
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EVALUATION REPORT FLORIDA BUILDING;CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
t
West 4n Street
' 220 e
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas,TX !
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Tuscaloosa,AL j
Quality Assurance: UL LLC(QUA9625)
SCOPE I
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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 C
REFERENCES
r ,
Enti Report No. Standard; Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 j! 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 , j 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 i' , 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 I,1' 1 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1; 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100!i 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 1001 i 1995.
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 900i'; 1995
'PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
I PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 1001 1995
UL LLC(TST9628) 02NK9507 ASTM D,3,161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D6381 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) 1 OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
I 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,8381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D;3161 2016
UL LLC(TST9628) 4787148748 ASTM D7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
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TBP15001.4 FI-18355-R4 I Page 1 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. J
i
0 CREEK 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.
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.
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.
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
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
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.
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.
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.
TBP15001.4 FL18355-R4 Page 2 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.
1.
. GREEK i,ITAMKOBUILDINGPRODUCTS
Asphalt Shingles
i
TECHNICAL SERVICES, LLC I'
INSTALLATION I
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Elite Glass-Seal® Basic Wind Speed(V,ic): Max. 194 mph I
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph i
Tuscaloosa) Deck(HVHZ): In accordance with FB'C 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.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 i, plywood or wood plank for
new construction; Min.7/16 in,.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with'FBC requirements. Refer to
the manufacturers application'instnictions 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 manufact'urer's published installation
instructions. Shinglesl shall be'attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
Nailing ---- -------------------- -----------------------
AI'ea -------------------------- - -----------------------------------------------------
�
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only) I'I,
NAILS
l
i
i
Nailing - ----------------------- ....................... - - -
Area - - - -- -- - ------------—----------
�i '1'.
Butt Up:
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern ;
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TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 611320 3. Thelmanufacturer 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 C DEEK TAMKO BUILDING PRODUCTS
j"� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(Vuit): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) 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.
FASTENERS NAIL ZON E
COMMON
BOND
7-- 1 E I
6-118" EXPOSURE 6-6/8"
1" r- 12-11211 12-3/81 --►h- 12-1/2'"-
Figure 3. Heritage®, Heritage® Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
BOND
EXPOSURE 5-6/8"
i'� �7-1/2' 7-112"-�- 7-318"-�-7-1/2"-►�7-112"-►� �f—i"
Figure 4. Heritage®& Heritage® Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 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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iTAMKO BUILDING PRODUCTS
C R E E K I, Asphalt Shingles
I.
TECHNICAL SERVICES, LLC r'
I �
I' I
NAILZONU
�tSTENERS' ."COMMON BOND`°
3 ry
I
r,... 'f7fPOSURf 5 5�B"
� r ilii
r ti
I 1Uz : �='(12" I -� 7 1/2'�►�-73/8" `-;: 112�t7_-��2�'►� ��--�1'I` ,
Figure 5. Heritage®Woodgate ! j
6 Nail Pattern
!
-►I1"1
12-11/2'=
r
� I
Common Bond
FASTENERS I
T I
m: it
I?OR
Tit, i l
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
PANT`` I
LINE
E
-,
ZONf''
EDGE O
;COMMON:.
BOND.o'
EXPO'SURE
-
yA CFPTABLE':..
FASTENER LOGATION
DO NOT FASTEN: I
ALONGED_GE'-OF.: i
- - ' G:OMMOW ND I !
FASTENER"
LOCATI!O.N
Figure 7. Heritage®(Tuscaloosa) I `
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone ids described above
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TBP15001.4 FL18355-R4 I Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule.61G20-3. Thelr6anufacturer 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
CDEEK TAMKO BUILDING PRODUCTS
[� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vnd): 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in. OSB 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
512"LE V I EOSURE 5"
1111---►� 1211 1111,_,_,li [*-111
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
CS,,_
5112" E]CPQSURE 5"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 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 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
UMKO BUILDING PRODUCTS
CREEK �;; Asphalt Shingles
I ,
TECHNICAL SERVICES, LLC y
Heritage®Woodgate Basic Wind Speed(Vu,t): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph I I
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 FBC requirements.
1 Min.slope: 2:12 and in accordance with jFBC requirements. Refer to.
the manufacturer's application.instructions when installing
shingles at slopes greater than 21:12.
i Installation. (Non-HVHZ):. Installed with 5 .in. exposure, in accordance with FBC
requirements and manufacturer's 'published installation
instructions. Shingles!shall bet attached using either°4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE!
i COMMON BOND
FASTENERS
5-112" EXPOSURE V
12-318,r
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
i
I NAIL ZON E/
FASTENERS TOMMON BOND
5.112" EXPOSURE 5'ji;
4r �, ,
� 1°� � 8-112"�'�►,l-8318"�-i�F3'�-9-112"� ' �-1'I;
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
I '
TBP15001.4 FL18355-R4 , Page 7 of,11
This evaluation report is provided for State of Florida product approval under Rule 61 G2073. Thei`'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
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C K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vuit): Max. 194 mph
(Phillipsburg) 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. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in.OSB 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.
aa11
Fxposure
NdO�
Notch
6„ Fasteners hkil
one
— — — — — — — — — — — — — — —
17-in^
s°
Exposure
iia• ¢iia• vam•—r}�aia
tF
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
E7YR
N'
F1lR Nail
- - - Zone
l y�
3'
B�,own
L arrrr parr �-air—.�a—r�
Ll
_4 1.
Figure 13. Heritage®Vintage°
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 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.
I I'
I
ITAMKO BUILDING PRODUCTS
" O.CREEK ` Asphalt Shingles
TECHNICAL SERVICES, LLC I
I'
Hip&,Ridge Basic Wind Speed(V„it): Max. 194 mph I I
(Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): _. In accordance with FBC requirements;
Solidly sheathed min.119/32 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 m.1 plywood or wood plank for
new construction; Min!7/16 ini bSB existing construction.
j Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 irich exposure iri 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
Stant� �5-1/8" exposure
h i
ZFFn]"I
Start
here
Figure 1 5-1/$ exposum
I I
j Fastener
Fastener
Figure 2
Figurle 3
IN r�
j Figure 14. Hip &Ridge(Frederick&Joplin)
i
I
1.
{
TBP15001.4 FL18355-R4f Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20,'-3. Thel!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 hoes not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. (i i
I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Phillipsburg) 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB 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
hStart 531 exposure
Start
Figure 1 her 5" exposure
. 1•,
� Fastener
I Fastener
�5-1/2" r �5-1/2'►
Figure 2 Figure 3
Figure 15. Vintage® Hip & Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 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.
r
• CREEK ;TAMKOBUILDINGPRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
i�•
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. f'
4) Classification to ASTM D 7158 applies to exposure B&C with a building meanj,roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. Alllfasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application'.
i 6) Shingles shall be installed starting at the eave in horizontal layers such that th'e laps shed water from the
deck. I
7) Installation'of the evaluated products shall comply with this report, the FBC, avid the manufacturer's
published application instructions. Where discrepancies exist between these$ources, 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.
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COMPLIANCE STATEMENT I!
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compli(nce with the Florida Building
Code„6th Edition(2017)as evidenced in the referenced documents submitted by,
the named manufacturer.
,,,,P�YI IR
(4'
`�``�PG`•�"\C E N sic' S�'. L. '2017.09.25
'1.• • >' '� l V
No 7402' _ E�11 :31 :41
mWl•P•Y b/Icl•ry0.PMt ;
_-0 �_ !0411001
:1 t STATE OF t <</Z 1
4` •:c4 OR 1 Q;•'N�,�� Zachary R. Priest, P.E.
`E �` OrganzationNo.RegistratlA E116r691
69
CFloridaERTIFICATION
fflllltll '
I'
i 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. 1
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation. I,
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
v:
TBP15001.4 FL18355-R4 i l' Page 11 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 duraaion 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 . .