HomeMy WebLinkAboutAPPROVED, -Copy of IKO Dynasty Specsa CREEK
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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, 7TH EDITION (2020)
Manufacturer: IKO INDUSTRIES, LTD Issued October 22, 2020
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905) 457-2880
www.iko.com
Manufacturing Plants: Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ)
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
2016
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 2020
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
A CREEK
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IKO19002.2 FL30310-R2 Page 2 of 15 Page 2 of 15
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-121-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) IKO-123-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-125-02-01 TAS 107
ASTM D 3161
2020
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
2020
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
2020
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
2020
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 2020
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
2016
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
2020
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
2016
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
2016
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) 476C0017.1 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476C0017.2 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476C0017.3 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476C0020.1 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476C0020.2 ASTM D 3161 2016
A CREEK
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IKO19002.2 FL30310-R2 Page 3 of 15 Page 3 of 15
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) 476C0020.3 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476C0033.1 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476C0033.2 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476C0033.3 ASTM E 108 2016
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) 476T0012 ASTM D 3462
ASTM D 3018
2010A
1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0013 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) 476T0021 ASTM D 3462
ASTM D 3018
2010A
1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0022 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) 476T0023 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476T0034 ASTM D 3462 2010A
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
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
PRI Construction Materials Technologies (TST5878) 476T0057 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0058 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476T0059 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0061 ASTM D 7158 2019ae1
PRODUCT DESCRIPTION
Roofshake™ HW
(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 shall be used in the non-HVHZ only.
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.
Crowne Slate
(Toronto)
13-1/4” x 39-1/2”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
Dynasty™
(Calgary, Hawkesbury,
Hillsboro, 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™
(Hillsboro & 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.
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 4 of 15 Page 4 of 15
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, 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,
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 Regency®
(Calgary & Hawkesbury)
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 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 complying
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.
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.
Hip & Ridge Plus™
(Calgary)
13-/14: x 39-3/8”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Hip and Ridge™
(Sumas)
13-1/4” x 39-3/8”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
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
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IKO19002.2 FL30310-R2 Page 5 of 15 Page 5 of 15
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
Roofshake™ HW
(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 (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 “4 Nail
Pattern” detailed below.
Figure 1. Roofshake™ HW
4 Nail Pattern (Non-HVHZ only)
A CREEK
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IKO19002.2 FL30310-R2 Page 6 of 15 Page 6 of 15
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
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 2. Armourshake™
5 Nail Pattern (Non-HVHZ only)
Figure 3. Armourshake™
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 7 of 15 Page 7 of 15
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 4. Royal Estate™
4 Nail Pattern (non-HVHZ only)
Figure 5. Royal Estate™
6 Nail Pattern
A CREEK
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IKO19002.2 FL30310-R2 Page 8 of 15 Page 8 of 15
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
Crowne Slate
(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 (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 “5 Nail
Pattern” detailed below.
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only)
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 9 of 15 Page 9 of 15
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)
and
CRC Regency®
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. Dynasty™ and Nordic™
4 Nail Pattern (non-HVHZ only)
Figure 8. Dynasty™ and Nordic™
6 Nail Pattern
A CREEK
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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 9. Cambridge™ and CRC Biltmore™
4 Nail Pattern (non-HVHZ only)
Figure 10. Cambridge™ and CRC Biltmore™
6 Nail Pattern
A CREEK
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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™
(Hillsboro & 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 11. CRC Superglass™, Marathon™ Plus AR and Marathon™
4 Nail Pattern (non-HVHZ only)
Figure 12. CRC Superglass™, Marathon™ Plus AR and Marathon™
6 Nail Pattern
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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)
and
Hip & Ridge Plus™
(Calgary)
(non-HVHZ only)
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 13. Hip & Ridge™ 12 and
Hip & Ridge Plus™ (non-HVHZ only)
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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 and Ridge™
(Sumas)
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
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 14. Hip and Ridge™ (non-HVHZ only)
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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 15. 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 16. Leading Edge Plus™
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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, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) 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 distri buting
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