HomeMy WebLinkAboutShingle Instructions10/15/19, 1(57 PMFlorida Building Code Online
Page 1 of 2https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N1TGPID8aJCJ%2fGItuSVwi9M71V5%2fhpSxlw%3d%3d
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL16305-R8
Application Type Revision
Code Version 2017
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 Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL16305_R8_COI_ATL13002.8 2017 FBC Eval Report Shingles Final.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTM D 7158 2011
10/15/19, 1(57 PMFlorida Building Code Online
Page 2 of 2https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N1TGPID8aJCJ%2fGItuSVwi9M71V5%2fhpSxlw%3d%3d
TAS 100 1995
TAS 107 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/15/2019
Date Validated 08/27/2019
Date Pending FBC Approval 06/22/2019
Date Approved 08/28/2019
Summary of Products
FL #Model, Number or Name Description
16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use
Installation Instructions
FL16305_R8_II_ATL13002.8 2017 FBC Eval Report Shingles
Final.pdf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL16305_R8_AE_ATL13002.8 2017 FBC Eval Report Shingles
Final.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida 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 Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
a CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 1 of 11 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.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION (2017)
Manufacturer: ATLAS ROOFING CORPORATION Issued August 26, 2019
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 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
(Ardmore & Hampton)
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.
Tough-Master® 20
(Ardmore & Hampton)
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.
Pro-Cut® Hip & Ridge
(Ardmore & Hampton)
ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro-Cut® Starter Strip
(Hampton)
ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAM™ Architectural
(Hampton, Franklin &
Meridian)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with a dashed, thermally-activated, self-sealing sealant
stripe that complies with ASTM D 3462.
Pinnacle® Pristine,
Pinnacle® Pristine
Lifetime w/Scotchgard
(Dangerfield, Hampton,
Franklin & Meridian)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with two, dashed, thermally-activated, self-sealing sealant
stripes that complies with ASTM D 3462.
StormMaster® Shake
(Dangerfield)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural modified asphalt shingle with two, dashed, thermally-activated, self-sealing
sealant stripe that complies with ASTM D 3462.
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 2 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
StormMaster® Slate
(Ardmore)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
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
TAS 107
2016
1995
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
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161
TAS 107
2016
1995
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 2011
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 2011
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 2011
PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161
TAS 107
2016
1995
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 2011
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161
TAS 107
2016
1995
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
TAS 107
2016
1995
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
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2011
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
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-220-02-04 ASTM D 7158 2011
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
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-221-02-04 ASTM D 7158 2011
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
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 3 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) ATL-222-02-03 ASTM D 3161
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-222-02-04 ASTM D 7158 2011
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
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-223-02-04 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-224-02-01 ASTM D 3462 2010A
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
TAS 107
2016
1995
PRI Construction Materials Technologies (TST5878) ATL-225-02-04 ASTM D 7158 2011
CREEK Technical Services LLC (ANE11669) ATL13002.7 Calculations 2018
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 4 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
INSTALLATION
Legend Basic Wind Speed (Vult): Max. 194 mph
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.
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
Figure 2. Legend 6 Nail Pattern
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 5 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
GlassMaster® 30 &
Tough-Master® 20
Basic Wind Speed (Vult): Max. 194 mph
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.
Figure 3. GlassMaster® 30 & Tough-Master® 20 4 Nail Pattern (Non-HVHZ only)
Figure 4. GlassMaster® 30 & Tough-Master® 20 6 Nail Pattern
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 6 of 11 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
ProLAM™ Architectural Basic Wind Speed (Vult): Max. 194 mph
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 6 in. exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 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 5. ProLAM™ Architectural Shingle 4 Nail Pattern (non-HVHZ only)
Figure 6. Pro-LAM™ Architectural Shingle 6 Nail Pattern
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 7 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pinnacle® Pristine &
StormMaster® Shake
Basic Wind Speed (Vult): Max. 194 mph
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 6 in. exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 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 7. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only)
Figure 8. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 8 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
StormMaster® Slate Basic Wind Speed (Vult): Max. 194 mph
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 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.
Installation (Non-HVHZ): 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
Figure 10. StormMaster® Slate 6 Nail Pattern
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 9 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro-Cut® Starter Strip Basic Wind Speed (Vult): Max. 194 mph
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 in accordance with RAS 115 and manufacturer’s
published installation instructions. Shingles shall be
attached as shown below.
Installation (Non-HVHZ): 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
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 10 of 11 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 a re not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro-Cut® Hip & Ridge Basic Wind Speed (Vult): Max. 194 mph
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.
Installation (HVHZ and
non-HVHZ):
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.
Figure 12. Pro-Cut® Hip & Ridge
A CREEK
Technical Services, LLC
ATL13002.8 FL 16305-R8 Page 11 of 11 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.
ATLAS ROOFING CORPORATION
Asphalt Shingles
LIMITATIONS
1)Fire Classification is not within the scope of this evaluation.
2)The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3)The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4)Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT