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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL16305-R10
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Atlas Roofing Corporation
Address/Phone/Email 2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
(770)946-4571
mcollins@atlasroofing.com
Authorized Signature Meldrin Collins
mcollins@atlasroofing.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License
PE-74021
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
12/31/2024
Validated By
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16305 R10 COI ATL13002.10 2020 FBC Eval Shingles final.pdf
Standard
Year
ASTM D 3161
2016
ASTM D 3462
2010
ASTM D 7158
2019
TAS 100
1995
TAS 107
2020
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N1TGPID8aJCJZOoNiCBlnjK4YdEQCvJhFg%3d%3d 1/2
9/10/21, 4:48 PM
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
02/11/2021
02/11/2021
02/22/2021
04/13/2021
FL #
Model, Number or Name
Description
16305.1
Atlas Shingles
Fiberglass reinforced laminated asphalt shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16305 R10 II ATL13002.10 2020 FBC Eval Shingles
final.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest 74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use
Evaluation Reports
FL16305 R10 AE ATL13002.10 2020 FBC Eval Shingles
daiL pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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4.1 . TECHNICAL SERVICES, LL C
EVALUATION REPORT
Manufacturer: ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770) 612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
DangerFreld, TX
Ardmore, Olt
Franklin, OH
Registry No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480--3421
FLORIDA BUILDING CODE 7�" EDITION
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, 15072.5, 150T2.7.1, 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 Clashed,
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
GlassMasterO30
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 -Master@ 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 -Gut® 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-CutO 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.
ProLAM"u 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)
StormMasterO 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 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLG 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
CREEK Asphalt Shingles
TECHNICAL. SERVICES, LLC
StormMaster® 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.
Storm]Ylaster® 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
Entity
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)
Ail-118-02-01
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 (T8T5878)
ATL-132-02-01
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-16"2-01
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)
ATL-186-02-01
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 61 G20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I EEK
TECHNICAL SERVICES, LLC
Enfty
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)
I I7T0021
PRI Construction Materials Technologies (TST5878)
117T0026
PRI Constriction Materials Technologies (TST5878)
117T0027
PRI Construction Materials Technologies (TST5878)
117T0028
CREEK Technical Services LLC (ANE11669) ATL13002.7
ATLAS ROOFING CORPORATION
Asphalt Shingles
Standard
ASTM 0 7168
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
4995
2016
2020
2019
2010A
2010A
1995
2016
2020
2018
ATL13002.10 FL 16305-R910 rage 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.
„ ATLAS ROOFING CORPORATION
Asphalt Shingles
0 TF-cHNICAL SERVICES, iLLC
INSTALLATION
Legend Basic Wind Speed (Vwf): Max. 194 mph
Basic Wind Speed (V,,d): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min_ 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Undedayment: 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.
uue, k eigA:vaEo j {{]
1
_kw
-
Figure I. Legend 4 Nail Pattern (Non-HVHZ only)
a�� lWkfhY 't=i=
4r t 0
Figure 2. Legend 6 Nail Pattern
ATL13002.10 FI.16305-R910 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
TECtiMC AL SEROlidd S. LLC
GlassMaster® 30 Basic Wind Speed (Vus#):
& Basic Wind Speed (Vag):
Tough -Master@ 20 Deck (HVHZ):
Deck (Non-HVHZ):
Underfayment:
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. 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.
gn
Nails
Figure 3. GlassMaster® 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only)
1V
It
ISfV,
A}
Figure 4. GlassMaster® 30 & Tough-MasteFO 20 6 Nail Pattern
ATL13002.10 FL 15305-R910 Page 5 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.
CREEK4
TIEcHN1CAt,'al~Rvicao, 1w.LC
ProLAM7* Architectural Basic Wind Speed (VA,):
Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment_
Min. slope:
Installation (HVHZ)--
Installation (Non-HVHZ):
li-11 "
am C=Cam.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19f32 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 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 S. ProLAMI Architectural Shingle 4 Nail Pattern (non-HVHZ only)
%" WA "NE PAS ri RN
3
SyNorma i a C -00 am =6 am awl
It I-
Fjsg
I
Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern
ATI-13002.10 FL 16305-R910 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 here in_
} MCREEK
i-CHNICAI... SER=Es, LLC-
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pinnacle® Pristine Basic Wind Speed (V„it): Max. 194 mph
& Basic Wind Speed (Vag): Max. 150 mph
StormMaster® Shake 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 6 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 6 in_ exposure in accordance with FBC
requirements and manufacturers published installation
instructions- Shingles shall be attached using either 4 Nail
Paftem" or "6 Nail Pattem" detailed below_
42
WONT zamn�
NE PATTERN
n. ai OND'' ��
TYA
-.
t4
f'
ram 41hib
771
H, I 1
Figure 7. Pinnacle® Pristine and StormMasterOD Shake 4 Nail Pattern (Non-HVHZ only)
lROTTOW I' LEU(XH ON; I' OFF I
:9
41
4W V-7 SAD nmf
� � S
j
Figure 8. Pinnacle® Pristiine and StonnMasterED Shake 6 Nail Pattern
ATL13002-10 FL 16305-R910 Page i of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity 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,
14'
MCREEK
TecHNICAL SERVICES. i...t..,C
StormMaster® Slate Basic Wind Speed (VE,it):
Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVH,Z):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed rein. 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. StorFnMaster® Slate 4 Nail Pattern
Figure 10. StorrnMaster0 Slate 6 Nail Pattern
AT I-13002.10 FL 16305-R910 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_
CREE
TECHNiCAI_ SERVICC-i, LL(C
Pro -Cant® Starter Strip Basic Wind Speed (Vd,).-
Basic Wind Speed (V,,d):
deck (HVHZ):
Deck (Non-HVHZ):
Underiayment:
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.
Figure 11_ Pro -Cut® Starter Strip
ATL13002.10 FL 16305-R910 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
TEcHNICAt" SERVICES, LLG
Pro -Cuter Hip & Ridge Basic Wind Speed (V„it):
& Basic Wind Speed (V,,d):
StormMaster@ 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. 19132 in. plywood or wood plank for
new construction; Min. 15f32 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 shalt be
away from the prevailing wind.
I. 12"
i
f�ss
12 ga. 1-1/2" ring
shank nail
12"
Figure 12. Pro -Cut® Hip & Ridge and StormMasterO Hip & Ridge
ATL1.3002.10 FL 16305-R910 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, Li_C 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
TECi•INICAL, SERVICES, LLC
LIMITATIONS
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 It 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.
6) 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 cave 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. Whero 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 Nigh -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
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CERTIFICATION OF INDEPENDENCE
2021.02.11
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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 61020-3, 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_