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FL #FL30310-R0
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON-US L6W 3H4
(905) 457-2880 Ext 4581
william.liu@iko.com
Authorized Signature William Liu
william.liu@iko.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
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 FM Approvals - QA
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL30310_R0_COI_IKO19002 2017 FBC Eval Shingles.pdf
Referenced Standard and Year (of Standard)Standard Yea
ASTM D 3018 199
ASTM D 3161 201
ASTM D 3462 201
ASTM E 108 201
TAS 100 199
TAS 107 199
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/15/2019
Date Validated 08/16/2019
Date Pending FBC Approval 08/23/2019
Date Approved 10/15/2019
Date Revised 10/16/2019
Summary of Products
FL #Model, Number or Name Description
30310.1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip an
starter strip & shingle strip
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
FL30310_R0_II_IKO19002 2017 FBC Eval Shi
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL30310_R0_AE_IKO19002 2017 FBC Eval Sh
Created by Independent Third Party: Yes
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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 :: Refu
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, d
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
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a per
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
Product Approval Accepts:
a CREEK
Technical Services, LLC
IKO19002 FL30310 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 a re 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: IKO INDUSTRIES, LTD Issued August 15, 2019
40 Hansen Rd S
Branpton, ON L6W 3H4
Canada
(905) 457-2880
Manufacturing Plants: Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: FM Approvals (QUA1860)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
FM Approvals (TST1867) 3036971 FM 4475 2010
FM Approvals (TST1867) 3040947 FM 4475
ASTM E 108
2010
2011
FM Approvals (TST1867) 3041689 FM 4475 2010
FM Approvals (TST1867) 3044376 FM 4475 2010
FM Approvals (TST1867) 3045254 FM 4475 2010
FM Approvals (TST1867) 3046191 FM 4475 2010
PRI Construction Materials Technologies (TST5878) IKO-050-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-051-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-053-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-067-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-071-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-072-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-076-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-077-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-088-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-095-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-096-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-100-02-01 TAS 107 1995
PRI Construction Materials Technologies (TST5878) IKO-114-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-115-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-117-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-120-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-121-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-123-02-01 ASTM D 3161 2016
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) IKO-125-02-01 TAS 107
ASTM D 3161
1995
2016
PRI Construction Materials Technologies (TST5878) IKO-126-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-127-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-128-02-01 TAS 107
ASTM D 3161
1995
2016
PRI Construction Materials Technologies (TST5878) IKO-129-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-130-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-131-02-01 TAS 107
ASTM D 3161
1995
2016
PRI Construction Materials Technologies (TST5878) IKO-140-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-148-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-153-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-171-02-02 TAS 107
ASTM D 3161
1995
2016
PRI Construction Materials Technologies (TST5878) IKO-171-02-03 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-198-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-198-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-198-02-03 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-199-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-199-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-199-02-03 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-201-02-01 ASTM D 3462
ASTM E 108
ASTM D 3018
2010A
2011
1990(R94)E1
PRI Construction Materials Technologies (TST5878) IKO-201-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-201-02-07 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-202-02-01 ASTM D 3462
ASTM E 108
ASTM D 3018
2010A
2011
1990(R94)E1
PRI Construction Materials Technologies (TST5878) IKO-202-02-02 TAS 107
ASTM D 3161
1995
2016
PRI Construction Materials Technologies (TST5878) IKO-202-02-07 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-203-02-01 ASTM D 3462
ASTM E 108
ASTM D 3018
2010A
2011
1990(R94)E1
PRI Construction Materials Technologies (TST5878) IKO-203-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-203-02-07 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-205-02-01 ASTM D 3462
ASTM E 108
ASTM D 3018
2010A
2011
1990(R94)E1
PRI Construction Materials Technologies (TST5878) IKO-205-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-205-02-07 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-206-02-01 ASTM D 3462
ASTM E 108
ASTM D 3018
2010A
2011
1990(R94)E1
PRI Construction Materials Technologies (TST5878) IKO-206-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-206-02-07 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-208-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-217-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-218-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0002 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0003 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0004 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0039 ASTM D 3462
ASTM D 3018
2010A
1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0040 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0041 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0042 ASTM D 3462
ASTM D 3018
2010A
1990(R94)E1
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0044 ASTM D 3462
ASTM D 3018
2010A
1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0045 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0046 TAS 100 1995
PRODUCT DESCRIPTION
Armourshake™
(Sumas)
18-1/2” x 37-3/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate™
(Toronto)
13-1/4” x 40”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Dynasty™
(Calgary, Hawkesbury,
Kankakee & Sumas)
13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Nordic™
(Kankakee)
13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Cambridge™
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga,
Toronto & Wilmington)
13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Biltmore®
(Calgary, Hawkesbury,
Kankakee, Sumas &
Toronto)
13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Superglass®
(Calgary, Hawkesbury &
Toronto)
13-1/4” x 39-3/8”, ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules co mplying
with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon™ Plus AR
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga &
Toronto)
13-1/4” x 39-3/8”, ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
used in the non-HVHZ only.
Marathon™
(Sylacauga)
13-1/4” x 39-3/8”, ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
Hip & Ridge™ 12
(Kankakee & Sylacauga)
13-1/4” x 36”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
Armour Starter™
(Sumas)
13-1/4” x 39-3/8”, ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
with granules complying with ASTM D 3462. For use with Armourshake™ shingles.
Leading Edge Plus™
(Hawkesbury)
7-7/8” x 40-7/8”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
shingle strip surfaced with granules complying with ASTM D 3462.
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
INSTALLATION
Armourshake™
(Sumas)
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. Refer to
the manufacturer’s application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 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 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer’s published installation
instructions. Shingles shall be attached using either “5 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 1. Armourshake™
5 Nail Pattern (Non-HVHZ only)
Figure 2. Armourshake™
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Royal Estate™
(Toronto)
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. Refer to
the manufacturer’s application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 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 5-7/8 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 3. Royal Estate™
4 Nail Pattern (non-HVHZ only)
Figure 4. Royal Estate™
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Dynasty™
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Sumas (Non-HVHZ))
and
Nordic™
(Kankakee)
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. Refer to
the manufacturer’s application instructions when installing
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 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 5-7/8 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. Dynasty™ and Nordic™
4 Nail Pattern (non-HVHZ only)
Figure 6. Dynasty™ and Nordic™
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Cambridge™
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
and
CRC Biltmore™
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
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. Refer to
the manufacturer’s application instructions when installing
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 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 5-7/8 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. Cambridge™ and CRC Biltmore™
4 Nail Pattern (non-HVHZ only)
Figure 8. Cambridge™ and CRC Biltmore™
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
CRC Superglass™
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
Marathon™ Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
Marathon™
(Sylacauga)
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. Refer to
the manufacturer’s application instructions when installing
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 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 5-7/8 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. CRC Superglass™, Marathon™ Plus AR and Marathon™
4 Nail Pattern (non-HVHZ only)
Figure 10. CRC Superglass™, Marathon™ Plus AR and Marathon™
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip & Ridge™ 12
(Kankakee & Sylacauga)
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: Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturer’s published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Figure 11. Hip & Ridge™ 12
A CREEK
Technical Services, LLC
IKO19002 FL30310 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 are not
specifically addressed herein.
IKO INDUSTRIES, LTD
Asphalt Shingles
Armour Starter™
(Sumas)
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: Installed in accordance with the FBC and manufacturer’s
published installation instructions. Shall be attached with
min. 1” x 12 ga. roofing nails with min. 3/8-inch head.
Figure 12. Armour Starter™
Leading Edge Plus™
(Hawkesbury)
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: Installed in accordance with the FBC and manufacturer’s
published installation instructions. Shall be attached with
min. 1” x 12 ga. roofing nails with min. 3/8-inch head.
Figure 13. Leading Edge Plus™
A CREEK
Technical Services, LLC
IKO19002 FL30310 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.
IKO INDUSTRIES, LTD
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)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.
5)Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6)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.
7)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. ANE11669
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