HomeMy WebLinkAboutPinnacle PrintineCREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770)612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Franklin, OH
Registry No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE 77H EDITION (2020)
Quality Assurance: PRI Construction Materials Technologies, LLC
(QUA9110)
SCOPE
Issued February 11, 2021
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7`" Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
PRODUCT DESCRIPTION
Legend (Ardmore)
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
GlassMaster®30
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
(Ardmore & Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough -Mastery 20
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
(Ardmore & Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Pro -Cut® Hip & Ridge
ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
(Ardmore & Hampton)
dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro -Cut® Starter Strip
ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
(Ardmore & Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAMTm Architectural
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Hampton, Franklin &
architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant
Meridian)
stripe that complies with ASTM D 3462.
Pinnacle® Pristine,
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle® Pristine
architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
Lifetime w/Scotchgard
stripes that complies with ASTM D 3462.
(Dangerfield, Hampton,
Franklin & Meridian)
StormMaster® Hip &
ASTM D 3161, Class F fiberglass reinforced, hip and ridge modified asphalt shingle
Ridge (Ardmore)
with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM
D 3462.
ATL13002.10 FL 16305-R10 Page 1 or 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.
C R E K ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
StormMasterlDShake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Dangeriield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
StornnMaster(D Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
REFERENCES
Enti
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
ATL-079-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-083-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-086-02-01 Rev 1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-104-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-106-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-106-02-01 Rev 1
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-107-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-107-02-01.1
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-109-02-01
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-116-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-118-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-119-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-123-02-01
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-125-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-127-02-01 Rev 1
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATLA 32-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-133-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-135-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-136-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-137-02-01 Rev 1
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-138-02-01 Rev 1
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-143-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-144-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-151-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-162-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-167-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
ATL-168-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-169-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-170-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-171-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-172-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATLA 74-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATLA79-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-184-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATLA85-02-01
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATLA86-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-187-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-220-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-220-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-220-02-03
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-220-02-04
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-221-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-221-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-221-02-03
ASTM D 3161
2016
TAS 107
2020
ATL13002.10 FL 16305-R910 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.
CREEK
AM TECHNICAL SERVICES, LLC
Entity
Report No.
PRI Construction Materials Technologies (TST5878)
ATL-221-02-04
PRI Construction Materials Technologies (TST5878)
ATL-222.02-01
PRI Construction Materials Technologies (TST5878)
ATL-222-02-02
PRI Construction Materials Technologies (TST5878)
ATL-222-02-03
PRI Construction Materials Technologies (TST5878) ATL-222-02-04
PRI Construction Materials Technologies (TST5878) ATL-223-02-01
PRI Construction Materials Technologies (TST5878) ATL-223-02-02
PRI Construction Materials Technologies (TST5878) ATL-223-02-03
PRI Construction Materials Technologies (TST5878)
ATL-223-02-04
PRI Construction Materials Technologies (TST5878)
ATL-224-02-01
PRI Construction Materials Technologies (TST5878)
ATL-225-02-01
PRI Construction Materials Technologies (TST5878)
ATL-225-02-02
PRI Construction Materials Technologies (TST5878)
ATL-225-02-03
PRI Construction
Materials Technologies (TST5878)
ATL-225-02-04
PRI Construction
Materials Technologies (TST5878)
117T0021
PRI Construction
Materials Technologies (TST5878)
117T0026
PRI Construction
Materials Technologies (TST5878)
117T0027
PRI Construction
Materials Technologies (TST5878)
117T0028
CREEK Technical Services LLC (ANE11669) ATLI3002.7
ATLAS ROOFING CORPORATION
Asphalt Shingles
Standard
ASTM D 7158
ASTM D 3462
TAS 100
ASTM D 3161
TAS 107
ASTM D 7158
ASTM D 3462
TAS 100
ASTM D 3161
TAS 107
ASTM D 7158
ASTM D 3462
ASTM D 3462
TAS 100
ASTM D 3161
TAS 107
ASTM D 7158
ASTM D 3462
ASTM D 3462
TAS 100
ASTM D 3161
TAS 107
Calculations
Year
2019
2010A
1995
2016
2020
2019
2010A
1995
2016
2020
2019
2010A
2010A
1995
2016
2020
2019
2010A
2010A
1995
2016
2020
2018
ATL13002.10 FL 16305-R910 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
TECHNICAL SERVICES, LLC
INSTALLATION
Legend
Basic Wind Speed (Vuu):
Basic Wind Speed (VBsd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattem" detailed
below.
Installed with 5-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.
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
Figure 2. Legend 6 Nail Pattern
ATL13002.10 FL 16305-R910 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.
CREEK
' TECHNICAL SERVICES, LLC
GlassMaster(& 30
&
Tough -Masters 20
12"
i
Basic Wind Speed (V n):
Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5-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-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.
36"
Nails
fi
J-
12- --+-
Figure 3. GlassMaster@ 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only)
36„ -!
I` Nails
f V
6-58"
Figure 4. GiassMasterG 30 & Tough -Master® 20 6 Nail Pattern
ATL13002.10 FL 16305-R910 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
TECHNICAL SERVICES, LLC
ProLAMTM Architectural Basic Wind Speed (V n):
Basic Wind Speed (V„d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 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 6 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.
Figure 6. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only)
4r
SNG_E Yap SEA'_ANT UNE PATTERN
TYP
1 !ENG"H CN: i OFF
r
-�
----�=' -i- -- - ------------ -
8'
Figure 6. Pro-LAMT" Architectural Shingle 6 Nall Pattern
ATL13002 10 FL 16305-R910 Page 6 of 11
This evaluation reporl 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 wananly, Installation, recommended use, or other product attilbutea filet are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Pinnacle® Pristine Basic Wind Speed (V i1):
& Basic Wind Speed (V,,d):
StormMasterG Shake Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 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 6 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.
DOUBLE V SEALANT UNE PATTERN
TOP: 1 LENGTH ON: } OFF
13ou0mr 1" LENGTH ON: 1" OFF
1314
TYP '
1.-...
s ->•L s s s- >•- s -rr _ s s - • -tta 14"
7T 1 1,1`-', F
Figure 7. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only)
Figure 8. Pinnacle® Pristine and StornnMaster(D Shake 6 Nail Pattern
ATL13002.10 FL 16305-R910 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.
CREEK
TECHNICAL SERVICES, LLC
StormMasterQD Slate Basic Wind Speed (Vot):
Basic Wind Speed (V89d):
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 8.5 in, exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattem" detailed
below.
Installed with 8.5 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.
Figure 9. StormMaster(D Slate 4 Nail Pattern
h,•-4: 1 T
9°
Figure 10. StormMaster® Slate 6 Nail Pattern
ATL13002.10 FL 16305-13910 Page 8 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
Pro -Cut® Starter Strip Basic Wind Speed (Vuu):
Basic Wind Speed (V.,a)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be
attached as shown below.
Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below.
1%
--- ------------------------------------
I _----------
---------------------------
u
N pan
17 p. 1-]j!• Nq shank gull
c o 0
Figure 11. Pro -Cut® Starter Strip
ATL13002.10 FL 16305-11910 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.
JCREEK
TECHNICAL SERVICES, LLC
Pro -Cut® Hip & Ridge Basic Wind Speed (V,,,t):
& Basic Wind Speed (Vase):
StormMasterli) Hip & Deck (HVHZ):
Ridge
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ and
non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-5/8 inch exposure in accordance with RAS
115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
I
12 ga. 1-1/2" ring
shank nail
6"Ll
I
I
I
Figure 12. Pro -Cut® Hip & Ridge and StormMaster® Hip & Ridge
ATL13002.10 FL 16305-R910
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufactuPgCREEK
e C
Technical Services, LLC of any product changes or quality assurance changes throughout the rer shall aduration for which this report This evaluation report does not express nor imply warranty, installation, recommended useis valid.
specifically addressed herein. , a other product attributes that are not
CREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
ATLAS ROOFING CORPORATION
Asphalt Shingles
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment information are provided based on testing. FBC requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation.
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-ff 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, 7"' Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
```,`���Yr �R
No 74021
yt -
O•.• 'STATE OF .:4
CERTIFICATION OF INDEPENDENCE
2021.02.11
12:45:39
-05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
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
ATL13002.10 FL 16305-R910 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.