HomeMy WebLinkAboutProduct Approval I v[D MAR 3 0 7(Certificate of Authorization No.29824
CREE
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5TH EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued October 28, 2015
220 West 4" Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 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 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 6381 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) 10CA50498 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
TBP15001.1 FL18355-R1 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.
���� TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite GlassSeal® 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.
TBP15001.1 FL18355-R1 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.
a ���p� TAMKO BUILDING PRODUCTS
E" Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V„it): 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 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 manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
1" 1"
Nailing ----------------------------------------------------- 6-70
Area ---------------------------------------------------------------------------------------------------------------
5-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
�1n <.-
---
----------------------------------------------------------- f7l8NailingArea -------------------------------
-------------------------------------------------------------
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.1 FL18355-R1 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(Vut): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): 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.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 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.
FASTENERS NAIL ZON E
COMMON
BOND
Fposr
RE 5-518"
12-1121 12-3/8" — — 12-112"—►I �1"
Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1� EXPOSURE 5-518"
1'� �7-1/2'�►�1-7-112"� 7�,I8"-�7-112"-►�-7-112"-►� �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 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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE!
FASTENERS COMMON BOND
T
E
RE 5 518"
UL4 �W-1/2+7-1/2'* q-3/8+-1/2+7-1/2&� �—V
Figure 5. Heritage®Woodgate(Dallas)
6 Nail Pattern
►li";1";�-12-1/2"� 12-1/2" ►�i"i1"�•-
1 1 I I i 1
Common Bond
FASTENERS
i i I
"2 �, t
Lon
yw 1
39-3/8"
Figure 6. Heritage®, Heritage®Premium,&Heritage®Woodgate(Dallas)
Alternate 6 Nail Pattern
PAI NT
LINE
7-718" --- -- -- -----=-- ---- -- —---- --=__�-NAIL ZONE
6-118" EDGE OF .
COMMON,
BOND
EXPOSURE
ACCEPTABLE
FASTENER LOCATION
DO.NOT FASTEN
ALONG EDGE OF
---- COMMON`BOND
PREFERRED
FASTENER-
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
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 other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(Vwt): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 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
51/2" EXPOSURD D - E 5"
1"--� �l— 11 --►� 12" —►�11°—►� �-1'r
Figure 8. Heritage®'Premium (Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2 EXPOSURE 5"
-LI D 1
1 iiii—wh- 9n n 91/2n 14 -1"
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 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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
0 TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(Vard): Max. 150 mph
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 (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/
FASTENERSCOMMON BOND
WT
5-112" EXPOSURE Y
1' 11" 12-318" 11"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONFJ
FASTENERS COMMON BONA
5'112"
EEXPOSURI,15�1
1"-� � 9-112"�3'�9�18"�3�9-112"-►I �-1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(VN,t): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vam): 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 manufacturers 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 ugmane Exposure
Notch
Fasteners Nail
ore
17-n^
s'
Expos u re
414CD. 9-11S 9-114• —41/4' T
71 -1
I+-7
0.3,w---j 3/a•�
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Expasme
Notch
�. �l71CR
Nail
ZOO!
17-1/2`
i71i'—rl� I 7613715
Figure 13. Herilltagee@ 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 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V,,,r): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 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 manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
here-
III
Start
treFigure 1 he5-1/8" exposure
�,��a•' �' Sats" 1„
Fastener .
Fastener
I" `-5-5/5„
Figure 2 1/4 Figure 3
ss
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.1 FL18355-R1 Page 9 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.
C RE E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V,lt): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vag): 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
Start
- 5" exposure
1 11
Start
here 5" exposure
Figure 1
1"
Fastener �I Fastener
'-5-1/2"
Figure 2 IN I
Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
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 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
6 TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 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.
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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5th Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
,`,�G�PRY R..p,�,'�-., 2 015.10.2 8
�• Q.••.v�G.E NSF.�`�' •� /
08.28.07
No 74021
-04'00'
70-33 STATE OF .'441�
O .. �:
•:c� O R p P;. ��` Zachary R. Priest, P.E.
........ ��%` Florida Registration No.74021
�0 N A %%%% Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.1 FL18355-R1 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 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.