HomeMy WebLinkAboutEvaluation ReportCertificate of Authorization No. 29824
L;Kh=K17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, f" EDITION (2020)
Manufacturer: ATLAS ROOFING CORPORATION Issued October 16, 2020
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328 RECEIVED
(770) 612-6267
www.atiasroofina.com OCT 2 1 2021
Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) 5T. Lucie County, Permitting
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Edition: Florida Building Code, 7t' Edition (2017) including High -Velocity Hurricane Zones
(HVHZ)
Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1
Properties: Physical properties
REFERENCES
Enifty
Report No.
Standard
Year
PRI Construction
Materials Technologies (TST6049)
ATL-033-02-01
ASTM
D 226
2009
PRI Construction
Materials Technologies (TST6049).
ATL-068-02-01
ASTM
D 1970
2015a
ASTM
D 4798
2011(2016)
TAS 110
2000
PRI Construction
Materials Technologies (TST6049)
ATL-069-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
ATL-149-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
ATL-164-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
ATL-254-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
ATL-255-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
BWR-534-02-01
ASTM
D 1970
2015a
ASTM
D 4798
2011(2016)
TAS 110
2000
PRI Construction
Materials Technologies (TST6049)
BWR-543-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-004-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-007-02-01
UL 1897
2012
PRI Construction
Materials Technologies (TST6049)
MSA-026-02-01
ASTM
D 1970
2015a -
PRI Construction
Materials Technologies (TST6049)
WRMI-011-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-004-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-007-02-01
UL 1897
2012
PRI Construction
Materials Technologies (TST6049)
MSA-026-02-01.1
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-030-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-047-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-054-02-01.1
TAS 103
2020
TAS 110
2000
PRI Construction
Materials Technologies (TST6049)
MSA-057-02-01
ASTM
D 1970
2015a
PRI Construction
Materials Technologies (TST6049)
MSA-062-02-01.1
ASTM
D 1623
2017
PRI Construction
-Materials Technologies (TST6049)
1085T0002
TAS 110
2000
PRI Construction
Materials Technologies (TST6049)
1085T0007
ASTM
D 1623
2017
PRI Construction
Materials Technologies (TST6049)
117T0001
ASTM
D 1623
2017
PRI Construction
Materials Technologies (TST6049)
117T0004
TAS 110
2000
PRI Construction
Materials Technologies (TST6049)
117T0005
UL 1897
2012
PRI Construction
Materials Technologies (TST6049)
1085T0011
ASTM
D 1623
2017
TAS 103
2020
UL LLC (TST1740)
02-NK40952
ASTM
D 1970
2015a
UL LLC (TST1740)
02-NK40952
ASTM
D 226
2009
UL LLC (TST1740)
02-NK40952
ASTM
D 2626
2004(2012)E1
��
UL LLC (TST1740)
UL LLC (TST1740)
02-NK40952
02-NK40952
ASTM
ASTM
D 4869
D 6380Vwl
2016
1
ATL14001.7A
FL17322-R7
a_gage 1 of 6
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.
ATLAS ROOFING CORPORATION
CREEKi, ¢, Roofing Underlayments
9
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
#15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the
HVHZ.
#30 Organic Saturated Felt ASTM D 4869, Type II asphalt saturated organic felt underlayment for use in the
non-HVHZ only.
#30 Specification Felt ASTM D 226, Type 11 asphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
#43 Base Sheet ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt
underlayment for use in the HVHZ and non-HVHZ.
#90 Mineral Surface Roll ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the
Roofing HVHZ and non-HVHZ.
Gorilla Guard® EVERFELT 30 Asphalt -saturated organic felt underlayment reinforced with glass fiber that meets
the performance requirements of ASTM D 226, Type I for use in the HVHZ.
Slate/Tile Underlayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the
HVHZ and non-HVHZ.
WeatherMaster0 Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 100 fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
installation.
WeatherMaster® Ice and
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 200
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a split -release film, which is removed during
installation.
WeatherMaster® Ice and
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 216
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a split -release film; which is removed during
installation.
WeatherMaster® Flexible Ice
ASTM D 1970 SBS.modified, self -adhering underlayment with plastic film surface
and Water
for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a
split -release film, which is removed during installation.
WeatherMaster@ Pro -Grade
ASTM D 1970, TAS 103, and FRSA/TRI Florida High Wind Concrete and Clay
Ice and Water
Tile Installation Manual, Sixth Edition compliant compliant SBS modified, self -
adhering underlayment with a fiberglass mat reinforcement and a poly -fabric
surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered
with a release film, which is removed during installation.
WeatherMaster® Tile
ASTM D 1970, TAS 103, and FRSA/TRI Florida High Wind Concrete and Clay
Tile Installation Manual, Sixth Edition compliant compliant SBS modified, self -
adhering underlayment with a fiberglass mat reinforcement and a poly -fabric
-surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered
with a release film, which is removed during installation.
ATL14001.7A FL17322-R7 Page 4 of 6
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
ATLAS ROOFING CORPORATION
Roofing Underlayments
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
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.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting
joints.
Exposure of the underlayments shall be limited to a maximum 30 days except as follows:
a) #15 Specification Felt, #30 Specification Felt, and #40 Base Sheet — exposure for greater than 24 hours
may adversely affect product performance
b) WeatherMaster@) Ice and Water 100, WeatherMaster@ Ice and Water 200, WeatherMaster@ Ice and
Water 216 — maximum 45 days
c) WeatherMaster@ Pro -Grade Ice and Water —maximum 180 days
d) WeatherMaster@ Tile —maximum 180 days
Self -adhering •underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as follows (or as
indicated in other current FBC product approval documents):
a) WeatherMaster@ Pro -Grade Ice and Water — DAP Touch 'n Seal Storm Bond Roof Tile Adhesive or
DuPont Tile Bond
b) WeatherMaster@ Tile — DAP Touch 'n Seal Storm Bond Roof Tile Adhesive or DuPont Tile Bond
Allowable Roof Coverings:
Composite
Metal ;Roof
or
Wood
Clay and
Asphalt
Panels and
Photovoltaic
Shingles
Slate
Concrete
Underla ment
Shingles
Shingles
Shingles
and Shakes
Shingles
Tile
#15 Specification Felt (HVHZ
Y
Y
N
Y2
Y
N
only)
#30 Organic Saturated Felt
Y
Y
Y
Y
Y
N
#30 Specification Felt
Y
Y
Y
Y
Y
Y
#43 Base Sheet
Y
Y
Y
N
Y
Y
#90 Mineral Surface Roll
YI
N
N
N
N
Y
Roofing
Gorilla Guard@ EVERFELT 30
Y
Y
Y
Y2
Y
N
Slate/Tile Underlayment
Y1
N
N
N
N
Y
WeatherMaster@ Ice and
Y
Y
Y
N
Y
N
Water 100
WeatherMaster@ Ice and
Y
Y
Y
N
Y
N
Water 200
WeatherMaster@ Ice and
Y
Y
Y
N
Y
N
Water 216
WeatherMaster@ Flexible Ice
Y
Y
Y
N
Y
N
and Water
WeatherMaster@ Pro -Grade
Y
Y
Y
N
Y
Y
Ice and Water
WeatherMaster(D Tile
Y
Y
Y
N
Y
Y
Notes: 1) Open valley applications per 1507.2.9.2
2) Wood shingles only
ATL14001.7A FL17322-R7 Page 4 of 6
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
WIND RESISTANCE (NON-HVHZ ONLY)
ATLAS ROOFING CORPORATION
Roofing Underlayments
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 — WeatherMaster® Tile only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Underlayment: WeatherMaster® Tile shall be fully adhered to the optionally primed plywood deck.
Maximum Design -52.5 psf
Pressure:
Underlayment System No.2 — WeatherMaster® Pro -Grade Ice and Water only
Roof Deck: Min. 15/32-inch APA plywood attached to wood supports spaced a maximum 24" o.c.
Underlayment: WeatherMaster® Pro -Grade Ice and Water shall be backnailed 12-inches o.c. to the
plywood deck using min. 12ga, 1-1/4" galvanized, ring shank roofing nails with min. 32ga
1-5/8" diameter tin caps.
Maximum Design -105 psf
Pressure:
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Roof slope limitations shall be in accordance with FBC requirements.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Products described within this report may be 'used as described in other current FBC product approval
documents.
5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other
current FBC product approval documents.
6) All products listed,in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ATL14001.7A
FL17322-R7
Page 4 of 6
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.
ATLAS ROOFING CORPORATION
CREEKRoofing Underlayments
TECH NICAL,SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
,,,,1,,,,,,,,,,,
PRY R. p
\G E NSF
No 74021
00 STATE OF
A,
+nn
CERTIFICATION OF INDEPENDENCE
2020.10.16
14:18:26
u9+ah ao�,a er uavry z e,w,
ry-04'00'
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.
m
END OF REPORT
ATL14001.7A FL17322-R7 Page 4 of 6
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.
T"EcHNICAL SERVICES, I. -.,LC
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
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE 7T" EDITION (2020)
Quality Assurance: PRI Construction Materials Technologies, LLC
(QUA9110)
SCOPE
Issued August 26, 2020
OCT 21 2021
i
ST, Lucie County, Permitting
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-Master020
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,
(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)
StormMaster0 Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
ATL13002.9 FL 16305-R9 Page-1 oNj
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacture hatif�iREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for v ort is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other produ a utes that are not
specifically addressed herein.
R
ATLAS ROOFING CORPORATION
_ Asphalt Shingles
TECHNICAL SERVICES, LLC
Storm Master® 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
in!L
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)
ATLA 06-02-01 Rev 1
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATLA 07-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-107-02-01.1
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATLA 09-02-01
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATLA 16-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATLA 18-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATLA 19-02-01
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)
ATLA 33-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATLA 35-02-01
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)
ATLA 38-02-01 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)
ATL-174-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-179-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-184-02-01
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-185-02-01
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATLA86-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATLA 87-02-01
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
PRI Construction Materials Technologies (TST5878)
ATL-221-02-04
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-222-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-222-02-02
TAS 100
1995
ATL13002.9 FL 16305-R9 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
TECHNICAL SERVICES, LLC
ATLAS ROOFING CORPORATION
Asphalt Shingles
EU&
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
ATL-222-02-03
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-222-02-04
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-223-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-223-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-223-02-03
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-223-02-04
ASTM D 7158
2019
PRI Construction Materials Technologies (TST5878)
ATL-224-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL-225-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL-225-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL-225-02-03
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
ATL-225-02-04
ASTM D 7158
2019
CREEK Technical Services LLC (ANE11669)
ATL13002.7
Calculations
2018
r-
ATL13002.9 FL 16305-R9 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 (V„ it):
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. 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 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.
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
Figure 2. Legend 6 Nail Pattern
ATL13002.9 FL 16305-R9 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.
CREEKATLAS
ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
GlassMaster® 30 & Basic Wind Speed (V„ it):
Max. 194 mph
Tough
-Master® 20 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):
Solidly sheathed in accordance with FBC requirements.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ):
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.
Installation (Non-HVHZ):
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.
3T
Figure 3. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only)
----
Nails
12"
5.51811
811
Figure 4. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern
ATL13002.9 FL 16305-R9 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
Prol-AMT"" Architectural Basic Wind Speed (V„ It):
Basic Wind Speed (Vasd):
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.
SINGLE Ya" SEALANT LINE PATTERN
t LENGTH ON: 1 OFF
14•• % 1313'
._......................._..... ... ...__ .._..__..._........__ .....__._.....__..........1ryp
__.._.._.............._._...__.......__....._......._...__....._-................_._... —.................
...........
.....
................
1 I LI�.-ranwNG AREa I'.; :;:; • , , : ; : i P . • . : i
6B. i.
16
Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only)
1 q" TYP
_r.. ..... _....._..... _ �..—s'_._
f—
I
SINGLE X" SEALANT LINE PATTERN
t LENGTH ON: 1 OFF
- ............. .__ ....._...._ .. _...
......-- _._.. -- _...... _......-_ -
;j L1' NANNG AREA •i": •;., ••.,: •: •"^� l'; •".� ...�
I
Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern
ATL13002.9 FL 16305-R9 Page 6 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, LL.0
Pinnacle® Pristine & Basic Wind Speed (Vint):
StormMaster® Shake Basic Wind Speed (Vasd):
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.
4G
,DOUBLE Ya' SEALANT LINE PATTERN
TOP: 1 LENGTH ON: 3 OFF
BOTTOM: 1" LENCTH ON: 1" OFF
1318,
74" TYP
4 / �
• 3
......_I..1..�.............. _.........I.`.. .�I.........__..::........._.. X. .......,.................--..-.......................................................................................................................
.........
IL
1,aNAIL NG AREA
Figure 7. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only)
U
DOUBLE X" SEALANT LINE PATTERN
TOP: t LENGTH ON: 3 OFF
BOTTOM: 1" LENGTH ON: 1" OFF
1 � 8 TYP
4.: "
- -- '1' C------ ---_ . __.. 3...--- --- ------._.---- ---�- --- --------------........._-------------------------- ................... _..---------------------------
-------
._
.... ®... ...... ..... Dom- __. ® I .._. �.__... ®._ ..... ®... ._. ®-.. ..._ ..... ®.... ..._ ... ®__ _. ..._ ®.... _. .....
. i`
.... .. _....
61,
:.
.... '....�': .. �.� NAgJYG
Figure 8. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern
ATL13002.9 FL 16305-R9 I 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.
14"
CREEK
TECHNICAL SERVICES, LLC
StormMaster® Slate Basic Wind Speed (V,,,t):
Basic Wind Speed (Vasd):
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 8.5 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 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® Slate 4 Nail Pattern
1"
T
l
Figure 10. StormMaster® Slate 6 Nail Pattern
ATL13002.9 FL 16305-R9 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 (V it):
Basic Wind Speed (Vasd)
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 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.
3e
_ 1? ga. '_ 1/2" ring shank rail
I 1
Figure 11. Pro -Cut® Starter Strip
ATL13002.9 FL 16305-R9 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
TECHNICAL SERVICES, LLC
Pro -Cut® Hip & Ridge Basic Wind Speed (V it):
Basic Wind Speed (Vasa):
Deck (HVHZ):
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.
12" 1
12 ga. 1-1/2" ring
shank nail
12"
Ll
�Ft
Figure 12. Pro -Cut® Hip & Ridge
ATL13002.9 FL 16305-R9 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
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-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, 7th Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
�`•`��G \>1
No 74021
�tr
XZ
:-0 .. 'STATE OF : 14/:
n�
CERTIFICATION OF INDEPENDENCE
2020.08.2
6 14:26:43
-04'00'
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
ATL13002.9 FL 16305-R9 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.