HomeMy WebLinkAboutNotice of Acceptance I i
Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING'CODE 5'EDITION(2014)
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Manufacturer: TAMKO BUILDING PRODUCTS Issued October 28, 2015
220 West 4rh Street
Joplin, MO 64801
(417)624-6644
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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: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
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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 i 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 6381 2008(2013)e1
UL 2309 ;
ASTM D 7158 2068d
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) 1 OCA64882 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 other!product attributes that are not
specifically addressed herein.
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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,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.
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.
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 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,
CRjj TAMKO BUILDING PRODUCTS
K Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vu,t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): 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.
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 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 manufacturerls published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
r
Nailing -- ------------------- -------------------- - 6-718"
Area
Butt Edo e
Figure 1. Elite Glass-Seal&Glass-Seal4 Nail Pattern (Non-HVHZ only)
NAILS
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�1^ 1^
Nailing --- ----------—-------------- ----------------------- ----------- — =- 6.718°
Area - — — - — --------•----------------------------------'I
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But Edge 'I
Figure 2. Elite Glass-Seal&Glass-Seal'
6 Nail Pattern
TBP15001.1 FL18355-R1 j Page 3 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.
,
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C R�'+ TAMKO BUILDING PRODUCTS
L Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(Vut): 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, Phillipsburg& construction.
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.17/16 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 manufacturers 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.
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FASTENERS NAILZONE
COMMON
01, BOND
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6-118° , EXPOSURE 5-518"
12-112" 12-31811 12-1121"- Ji- "
Figure 3. Heritage®, Heritage®Premium, and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
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FASTENERS NAIL ZONE
COMMON
BOND
6-118"
EXPOSURE 3-5/8"
1=-►I �1--7-112'H�7-112"�►h- 7�I8"-�-7-1I2"-�7-112' h--1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern +�
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TBP15001.1 FL18355-R1 Page 4 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.
I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONEI
ASTENERS COMMON'BOND
EXP05URE 5 518
1„' �F7.112'�-7-112'�►�-7-3/$'�77-112�h7-112 I�1" ,;
Figure 5. Heritage®Woodgate(Dallas)
6 Nail Pattern
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-sIP'1111-12-1/2" 12-1/2" >111!1"I�-
Common Bond
/FASTENERS
Z
�2
U)a r
�x
yW 1
39-3/8"
Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate(Dallas)
Alternate 6 Nail Pattern
PAINT
LINE.,
7-718" ----------=- —— — --- ------------!- —--- }NAI L.ZON E
EDGE OF .
COMMON
BOND
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EXPOSURE
5-518"
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG'EDGE OF
COMMON BOND
;
PREFERRED
FASTE NE R
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail pattems from Figures 3,4,and 6 may be placed in the nail zone as described above
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TBP15001.1 FL18355-R1 Page 5 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 otherproduct attributes that are not
specifically addressed herein.
' I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
ii
TECHNICAL.SERVICES,LLC
Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. X19/32 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.,;;plywoo,'d 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. 1 :1!
Installation (Non-HVHZ): Installed with 5 in. exposure?'.iin accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles ishall be attached using either"4 Nail
Pattern"or"13 Nail Pattern"detailed below.
NAIL`'ZONE%
FASTENERS /COMMON BOND
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51/2" EXPOSll RE 5'
,j
1"-►� �— 11 1112rr 11 1
Figure 8. Heritage®Premium (Frederick) i
4 Nail Pattern (non-HVHZ only)
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NAIL ZONE(
FASTENERS COMMON BOND T51/2" EXPOSURE 5"
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Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.1 FL18355-R1 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20The 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.
CREEKTAMKO BUILDING PRODUCTS
[Z j1 Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(V,,): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in.1plywood 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 (Non-HVHZ): Installed with 5 in. exposures 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
� T
5-112" EXPOSURE T
11" 12-3/S" - 11"
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE!
COMMON'BOND
FASTENERSKT
,
EXPOSURE a" '
1"—� �- 9-112" 3' 9�18F3'+1►�-9-1/2"
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
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TBP15001.1 FL18355-R1 I ;; Page 7 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
GREEKTAMKO BUILDING PRODUCTS
j� Asphalt Shingles
TECHNICAL,SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vit): 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.O'SB existing construction.
Underlayrnent: 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.
40
y uqmant � i Exposure
daomos 2 Notch
6, Fasteners
Nail
one,(
.5v I- - - - - - - - - - - � - - - -
17.1
' I i
I
,w
5"
Exposure
�I I
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41R• 41/4 lid
41m
10-�s
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Notdr
Aillawal
T7 war
�.
ne
77 �-7- -
17 112'
� f
B¢o�ua
i
I.
a�rr—� ►I Nis�a-yrs 1
Figure 13. Heritage®Vintage®
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 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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ECREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
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Hip&Ridge Basic Wind Speed(Vwt): Max. 194 mph
(Frederick&Joplin) 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.
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.
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Direction prevailing wind
Stagy 5-1/8" exposure
Start I'
Figure 1 here 5-1/8"exposure
lip
�C !?
F
' Fastener astener
Figure 2 ~ 4 FigureO'
n
Figure 14. Hip&Ridge(Frederick&Joplin)
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TBP15001.1 FL18355-R1 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 other product attributes that are not
specifically addressed herein.
;i
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERvicEs,LLC
Vintage@)Hip&Ridge Basic Wind Speed(Vit): Max. 194 mph j
(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. I I
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in.'s 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'Ishall ,be away from the
prevailing wind.
it
i
Direction prevailing wind N
I
Smart 5�" exposure
01
I
Fn]II 1
Start
,i
Fi ure 1 here 5" exposure
g
I�
� . 1
Fastener Fastener
Figure 2 Figure 3
Figure 15. Vinta e®Hi &Ridge(Phillipsbur
9 9 P 9 9)
r;
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TBP15001.1 FL18355-R1 Page 10 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 throughoutlthe 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
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. I
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-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. ',i l
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 FBG, 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 assuranceprogram in compliance with
Rule 61 G20-3.
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COMPLIANCE STATEMENT j
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated I ompliance with;the Florida Building
Code 5t'Edition (2014)as evidenced in the referenced documents submitted by the named manufacturer.
`%\-\ p. Y R..N""e"' 2 015.10.2 8
G E N S�. Q Q
No 74021 08.28.07
_ 1 = W.N'e1Vo-AMl�Mrv0.Phatu. I
04'00'
- STATE OF IJJ� 1
N��`� Zachary R. Priest, P.E.
` Florida,
Organization No.r ANE96411
CERTIFICATION OF INDEPENDENCE
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CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in al y company manufacturing or distributing
products under this evaluation. j
CREEK Technical Services,LLC is not owned,operated,or controlled by 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 company manufacturing or distributing products
under this evaluation. E
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involvedIn the approval process of the
product.
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END OF REPORT b
TBP15001.1 FL18355-R1 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G2023. 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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