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FL #
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Address/Phone/Email
Category
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FL16305-RID
Revision
2020
Pending FBC Approval
Atlas Roofing Corporation
2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
(770) 946-4571
mcollins@atlasroofing.com
Meldrin Collins
mcollins@atlasroofing.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Fume 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
EL16305 RIO CDHATL13002,10i-B Eval Shingles €inal.pr�f
Referenced Standard and Year (of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTM D 7158 2019
TAS 100 1995
TAS 107 2020
Equivalence of Product Standards
Certified By
Sections from the Code
https:ilfloridabuildir)g,orglprlpr app_dtl.aspx?param=wGFVXQwtDquJBMjgUlj3NlTGPID8aJCJZOoNiCBlnjK4YdEQCvJhFg%3d%3d 112
2/25/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 02/11/2021
Date Validated 02/11/2021
Date Pending F13C Approval 02/22/2021
Summary of Products
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
FLl 3 5 R 0 II ATL13002.10 2020 FBC Eval Shi glen
Approved for use outside HVHZ: Yes
f_1nal.pdf
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
FLIQ05 R10 AE ATL1300.10 20_2Q_FI3C EvalShingles
n I plc f
Created by Independent Third Party: Yes
Back raezt
Contact Us :: 2501 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1624
The State of Fforida is an AA/EEO employer. Cop r}_right 2007-2013 State of Florida :: Privacy tatement :: Accessibility_ Statement :;Refund Statement
Under Fforida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Departmert with an email address which can be made available to the public. Ta determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
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Safe
SL C'.11t'Iti'iSSt:7'Ltif'�;
https:l/florid abuilding,orglprlpr app_dtl.aspx?param=wGEVXQwtDquJBMigU1j3N1TGPID8aJCJZOoNiCBlnjK4YdEQCvJhFg°/a3d%3d 2/2
CREEK Registry 2gh Dr
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE 7T" EDITION (2020)
Manufacturer:
ATLAS ROOFING CORPORATION Issued February 11, 2021
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770)612-6267
Manufacturing Plants:
Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Franklin, OH
Quality Assurance:
PRI Construction Materials Technologies, LLC
(QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt
Shingles
Code Edition: Florida Building Code, 7th Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504A.1, 1507.2.5, 15072.7.1, 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 -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 -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.
(Dangerfie[d, 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 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 ATLAS ROOFING CORPORATION
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.
StormMaster® 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)
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)
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 Techno€ogles (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)
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
PRI Construction Materials Technologies (TST5878)
ATL-220-02-04
TAS 107
ASTM D 7158
2020
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.
CREEK
TECHNICAL SERVICES, LLC
Ent
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 (AND 1669) ATL13002.7
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 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 alldbutes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Legend Basic Wind Speed (V,it):
Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Nan-HVHZ):
Undedayment:
Min. slope;
Installation (HVHZ):
Installation (Non-HVHZ):
L_.
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 5-inch exposure in accordance with RAS 115
and manufacturers 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
ATL13002.10 FL 16305-R910 Page 4 of 11
This evaluafion report is provided for State of Florida product approval under Rule 61624-3. 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
GlassMaster(D 30
Tough -Master® 20
Basic Wind Speed (Vuit):
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 'A Nail
Pattern" or "6 Nafl Pattern" detailed below.
`16,
1ks
A
iI T
Figure 3. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only)
12"
I
__+_ 12 -
Figure 4. GlassMaster® 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 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.
CREEK
ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL. SERVICES, LLC
ProLAMT11
Architectural Basic Wind Speed (Wit):
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.
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 manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
below.
Installation (Non-HVHZ):
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.
42"
51NGLE y4" SEALANT LINE PATTERN
1 ' LENGTH ON: 1' OFF
13113' —
TYP
T.. ...__ -___ - -.--. -------------
L32" NAUNG AREA
Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only)
47'
SINGLE 3'4" SEALANT LINE PA1TE3�N
7 LENGTH ON: 1 ' OFF
4
_3.
I� 4
NnfuNG AREA
Figure 6. Pro-LAMT^^ Architectural Shingle 6 Nail Pattern
ATL13002.10 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 herein.
CREEK
TECHNICAL SERVICES, LLC
Pinnacle® Pristine Basic Wind Speed (Vu[t):
& Basic Wind Speed (Vasa)
StormMaster® Shake Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
131
TY?
1
-i I-1 3" NAMING AREA I
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 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,
4z"
IRO TOM: 1" LENGTH ON: 1" OFF I
----------- i
------ ----
Figure 7. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only)
42
DOUBLE A' SEALANT LINE PATTERN
TOP: 1 LENGTH ON: 3 OFF
BOTTOM: 1" LENGTH ON; 1" OFF
I
--lions qmlk--
�7
or
2 8 6,
Figure S. Pinnacle® Pristine and StormMaster(2) Shake 6 Nail Pattern
ATI-13002,10 FL 16305-R910 Page 7 of 11
This evaluation report is provided for 5tata 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.
14"
CREEK
TECHNICAL SERVICES, LLC
StormMaster® Slate Basic Wind Speed (V,i,):
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. 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 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
V
Figure 10. StormMaster® Slate 6 Nail Pattern
ATL13002.10 FL 15305-R910 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 01G20-3. 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 SEitVICES, L.,LC
Pro -Cut@ Starter Strip Basic Wind Speed (V n):
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. 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 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.
W
- ----- -------------------
,ama an
12 ge. 1.1/2• rlM sEank 1171
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
TECHNICAL SERVICES, L.LC
Pro -Cut® Hip & Ridge Basic Wind Speed (V u):
& Basic Wind Speed (Vasd);
StormMaster® Hip & Deck (HVHZ):
Ridge
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ and
non-HVHZ):
i
6"
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.
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"
i
12 ga. 1-1/2" ring
shank nail
i
i
I
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Figure 12. Pro -Gut® Hip & Ridge and StormMaster® Hip & Ridge
ATL13002.10 FL 16305-R910 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.
CREEKATLAS ROOFING CORPORATION
Asphalt Shingles
0 TECHNICAL SERVIGEs, 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 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, 7tn Edition (2020) including High -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 61 GZO-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.