HomeMy WebLinkAboutProduct Approval (2)•'�
CREEK
Ce ificate of Authorization No. 29$24
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL. SERVICES. LLC (813) 480-3421
EVALUATION REPORT FLORID
BUILDING CODE, 6T" EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS
Issued September 25, 2017
220 West 4i" Street
TAP -043-02-01
Joplin, MO 64801
1995
(417) 624-6644
TAP -051-02-01
Manufacturing Plants: Joplin: MO
1995
Phillipsburg, KS
TAP -054-02-01
Frederick, MD
1995
Dallas, TX
TAP -114-02-01
Tuscaloosa, AL
1995
Quality Assurance: UL LLC (QUA9625)
TAP -117-02-01
SCOPE
1995
Category: Roofing
TAP -130-02-01
Subcategory: Asphalt Shingles
1995
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
TAP -131-02-01
Properties: Physical properties, Wind Resistance, Wind Driver
Rain
REFERENCES 11
TAP -165-02-01
Enidy
Report No. (Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -315-02-01
ASTM D 6381
2008(2013)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)
1OCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
IOCA64882
ASTM D 3161
20%
UL LLC (TST9628)IINK14014
(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)
4767148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TBP15001.4 FL18355-R4 Page 1 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.
GREED
TECHNICAL. SERVICES, LLC
PRODUCT DESCRIPTION
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Elite Glass -Seal®
12-114" 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
12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tats
(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
12-114" 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@
13-114" x 39-318", 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
13-114" x 39-318", 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@
17-112" 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
13-114" x 39-318", 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 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectura4
(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
12-114" 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 CRFEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
INSTALLATION
Elite Glass-SealCE)
Basic Wind Speed (Wit):
(Frederick, Joplin &
Basic Wind Speed (Va,d)
Tuscaloosa)
Deck (HVHZ):.
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min_ 19132 in. plywood or wood plank for
new construction; Min_ 15132 in_ plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed mint. 15132 in_ plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
Installed with 5 -118 -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.
Nailing
Area
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Figure 2, Elite Glass -Seal & Glass -Seal
G Nail Pattern
TBP15001.4 FL18355-R4
This evaluation report is provided for State of Florida product approval under Rule 61G
Technical Services, LLC of any product changes or quality assurance changes through
This evaluation report does not express nor imply warranty, installation, recommended
specifically addressed herein.
Edge
-7ff
5-118"
3of11
3. The manufacturer shall notify CREEK
the duration for which this report is valid,
e, or other product attributes that are not
CREEK
t=
TECHNICAL SERVICES, LLC
Heritage@
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
&
Heritage@ Woodgate
(Dallas & Frederick)
Basic Wind Speed (Volt):
Basic Wind Speed (Vz,Sd)
Deck (HVHZ)-
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max, 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction, Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements_ Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21.12.
Installed with 5-518 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
below.
Installed with 5-518 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingle's shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS
NAIL ZON E
COMMON
BOND
6-1/8" EXPOSURE 6-518"
12-11211 --►- 12-18'i -►- 12-1 ! I �+--1 ��
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
EXPOSURE 5-518"
�i--7-i f2`=-►�+1� i-1I2"-�— �i8"��F—
Figure 4. HeritageO & 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 61620-3. The manufacturer shall notify GREEK
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 ilse, or other product attributes that are not
specifically addressed herein,
i REEK
TECHNICAL. SERVICES, LLC
6-
1II �7-1i2' 7
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMON BOND
�T
EXPOSURE 5 518"
�1
114
-112'47-M+-1/2+7-1/2�
Figure 5. Heritage@ Woodgate
6 Nail Pattern
+I1 1» • �. 12 112" _ — . _....._... 12-112"-.._. ___-•1"71°I.
A I }
i
I I � Common Bond
f, FASTENERS ---- -- [\,
too
7
CL
CD
IT X T
W
Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
PAI IVT
LINE_
7-718" ---- -------------- ---- --------- --------------- - - - - ..� -- --NAIL ZONE
6-y11 1, t _EDGE OF
COMMON
I i } BOND
EXPOSURE
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
`ALONGEDGE OF
COMMON BOND
PREFERRED
FASTE NE R
LOCATION
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
TBP15001.4 FL18355-R4 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 other product attributes that are not
specifically addressed herein.
} GREEK
TECHNICAL SERvtCES, LLC
Heritage® Premium Basic Wind Speed (Vut)=
(Frederick) Basic Wind Speed (Vold)
Deck (HVHZ):
51
'51/21k
Deck (Non-HVHZ):
Underlayment:
Min. slope-
Inst0ation (HVHZ)
Installation (Non-HVHZ)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max_ 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or woad plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction, Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:92 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
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.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON SOND
E 5"
--► 12" —+iitt Fr.i �iIt
Figure 8. Heritages Premium (Fre'dlerick)
4 Dail Pattern (non-HVHZ only)
FASTENERS
NAIL. ZONE/
COMMON BONG]
__1T
EXPOSURE 5"
1 f
Figure 9. Heritage@ Premiumd (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
specifical$y addressed herein,
GREEK
TECHNICAL SERVICES. LLC
Heritage® Wood gate Basic Wind Speed (Vot):
(Frederick) Basic Wind Speed (Vasa):
Deck (Non-HVHZ):
Underiayment
Min. slope:
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max- 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min_ 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in exposure in accordance with I=BC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS
NAIL ZONFJ
COMMON BOND
EXPOSUREY
#� 11," —�{� 12-318" 11'" '1 [*-,I"
Figure 10. HeritageO Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE.
COMMON BOND
44- 9-112" -4T+-9-3/V,-43+9-V21" � �-, "1
Figure 11. Heritage0 Woodgate (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Vintager) Basic Wind Speed (Wit):
(Phillipsburg) Basic Wind Speed (V.d)=
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 154 mph
In accordance with FBC requirements,-
Solidly
equirements;Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FISC requirements. Refer to
the manufacturer's application in tructions when installing
shingles at slopes greater than 21:12.
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.
Installed with 5 in. exposure iIIIaccordance with FBC
requirements and manufacturer'Is published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern* or "6 Nail Pattern" detailed below.
- F�nr3
-----------•• — — —
17.1d2"
apxure
Figure 12. Heritage& Vintage@
6 Nail Pattern (non-HVHZ only)
i
w ri
Figure 13. Heritage® Vintage
6 Nail Pattern
TBP15001.4 FL18355-R4
zxu,jle
.MI -r,
8of11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. Thema ufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the dura#io 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. 11
s CREEK
TECHNICAL. SERVICI-S, LLC
Hip & Ridge Basic Wind Speed (V�,t):
(Frederick & Joplin) Basic Wind Speed (Vaud)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max_ 150 mph
In accordance with FBC requirements;
Solidly sheathed min_ 19132 in, plywood or wood plank for
new construction; Min_ 15132 in_ plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2.12 and in accordance with FBC requirements.
Installed with 5-118 inch exposure in accordance with the
FBG and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind. I
Direction of prevailing wind
D
5-1/8" exposure
Figure 1
Fastener
Figure 2
zo- i.o exposure
$AIs 1
Fastener
Figure 3
1/4"
Figure 14. Hip & Ridge (Frederick & Joplin)
TBP15001.4 FL18355-R4 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.
CREEK
i,
=' TECHNICAL SERVICES, LLC
Vintage@ Hip & Ridge Basic Wind Speed (V,,,t):
(Phillipsburg) Basic Wind Speed (V„�):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements:
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements,
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction, Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5 inch exposure in accordance with the FISC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind. I
Direction of prevailing wind
5” exposure
Figure 1
ss
Fastener
Figure 2
U eXpUtSure
rr 1 si
J�Fastener
1/4" Figure 3
Figure 15. VintageO Hip & Ridge (Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 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 throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein
CREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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 irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck_
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 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.
,``ytllllll►►`I
R.
No 74021
'Q', STATE OF :4(j:
It; &/0 N A .�`���
llllt
CERTIFICATION OF INDEPENDENCE
2017.09.25
11:31:41
'04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 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.