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> ABpitSe.tj.g!-li5l > Application Detail
F1303r.0-R2
Revision
2020
Approved
IKO Industries Ltd
40 Hansen Road South
Brampton, NON-US L6W 3H4
(9O5) 457-2880 Ext 4581
william.liu@iko,com
William Liu
william,liu @iko.com
William Liu
40
Hansen Road South
Brampton, FL L6W 3H4
{416) 525-3740
william.liu@iko.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Zachary R. Priest
PE-7402L
PRI Construction Materials Technologies, LLC
12/3U2024
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
F130310 R2 CoI IKo19OO2.3 2020 FBC Eval Shingles FINAL 2.pelf
S.tandard
ASTM D 3018
ASTM D 3161
ASTM D 3462
ASTM E 108
TAS 1OO
TAS 1O7
Year
1990
2016
2010
2016
1995
2024
https://floridabuilding.org/prlpr-app-dtl.aspx?param:wGEVXowtDqvHolo2bffzfjpuCSn6kTl pZg6MfecjYToolwrHHnjRKhl+w%2bg%3d%3d 1/2
'l-r
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitt€d
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 option D
tL/03/2O2L
t2/2t/2O2L
au03/2022
02/aa/2022
FL#Model, Number or Name
30310.1 IKo 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 repod for limits of use.
eerteg!-Us;:
The State of Florida is an AA/EEO employef,
Description
Class F asphalt shingles, hiP and
shingle strip
Installation Instructions
F130310 R2 Ii IKO19002.3 2020 FBC Eval Shingles FINAL
2.Pjf-
Verified By: Zachary R. Priest PE 7402l
ASTM D 3151,
starter strip &
z.pdf
Created by Independent Third
tlE
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provide the Depaftment with an email address which can be made aviilable to the public- To determine if you are a licensee under chapter 455, F S', please click hcg'
Product ApproYal AccePts:EilElsl:lE
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Phone: 850-487-1824
: i eriEsy-slalelEcs! : : 4escEsi.Ei!!Ys!?lc!0s$ ; : Bcfu-!.dl!s!e!!-eE!
https://floridabuilding.org/prlpr-app-dtl.aspx?param:wGEVXQwtDqvH%2bfFzfjpUCSn5k71pZ96M{ecjYToolwrHHniRKhAWTo2bg%"3d/"3d 2/2
Summary of Products
scc:uritYltrl Rrcs
a CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 1 of 16 Page 1 of 16
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.
Registry No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020)
Manufacturer: IKO INDUSTRIES, LTD Issued December 21, 2021
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905) 457-2880
www.iko.com
Manufacturing Plants: Brampton, Ontario
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
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
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 2 of 16 Page 2 of 16
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
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 3 of 16 Page 3 of 16
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
PRI Construction Materials Technologies (TST5878) 476T0107 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0111 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0112 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0114 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0115 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) 476T0116 ASTM D 7158 2019ae1
PRI Construction Materials Technologies (TST5878) 476T0117 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476T0118 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0121 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0122 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476T0123 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0126 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0132 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0134 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0136 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0138 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0140 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0141 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0142 TAS 100 1995
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 4 of 16 Page 4 of 16
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
PRODUCT DESCRIPTION
Roofshake™ HW
(Calgary)
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.
Dynasty™
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas & Sylacauga)
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.
Shingles manufactured in Hillsboro shall be used in the non-HVHZ only.
Cambridge™
(Brampton, Calgary,
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga & 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 Brampton, Calgary and Toronto shall be used in the non-
HVHZ only.
CRC Biltmore®
(Brampton, 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 Brampton, 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
(Calgary, 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.
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 5 of 16 Page 5 of 16
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)
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™
(Calgary)
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™
(Calgary & 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. Shingles
manufactured in Calgary shall be used in the non-HVHZ only.
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 6 of 16 Page 6 of 16
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
(Calgary)
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
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 7 of 16 Page 7 of 16
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 8 of 16 Page 8 of 16
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
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IKO19002.2 FL30310-R2 Page 9 of 16 Page 9 of 16
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 (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer’s published installation instructions.
Shingles shall be attached using “8 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer’s published installa tion
instructions. Shingles shall be attached using “5 Nail
Pattern” or “8 Nail Pattern” detailed below.
Figure 6. Crowne Slate
5 Nail Pattern (Non-HVHZ only)
Figure 7. Crowne Slate
8 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
Dynasty™
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Sylacauga)
and
Nordic™
(Hillsboro (Non-HVHZ) &
Kankakee)
and
CRC Regency®
(Calgary (Non-HVHZ) &
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. 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 8. Dynasty™ and Nordic™
4 Nail Pattern (non-HVHZ only)
Figure 9. Dynasty™ and Nordic™
6 Nail Pattern
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IKO19002.2 FL30310-R2 Page 11 of 16 Page 11 of 16
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™
(Brampton (Non-HVHZ),
Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga & Toronto
(Non-HVHZ))
and
CRC Biltmore™
(Brampton (Non-HVHZ),
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 10. Cambridge™ and CRC Biltmore™
4 Nail Pattern (non-HVHZ only)
Figure 11. Cambridge™ and CRC Biltmore™
6 Nail Pattern
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IKO19002.2 FL30310-R2 Page 12 of 16 Page 12 of 16
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))
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 12. CRC Superglass™ and Marathon™ Plus AR
4 Nail Pattern (non-HVHZ only)
Figure 13. CRC Superglass™ and Marathon™ Plus AR
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
(Calgary, Kankakee &
Sylacauga)
and
Hip & Ridge Plus™
(Calgary (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.
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 & Ridge™ 12 and
Hip & Ridge Plus™ (non-HVHZ only)
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IKO19002.2 FL30310-R2 Page 14 of 16 Page 14 of 16
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 15. Hip and Ridge™ (non-HVHZ only)
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IKO19002.2 FL30310-R2 Page 15 of 16 Page 15 of 16
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™
(Calgary)
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. Armour Starter™
Leading Edge Plus™
(Calgary (Non-HVHZ) &
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 17. Leading Edge Plus™
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IKO19002.2 FL30310-R2 Page 16 of 16 Page 16 of 16
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 restri ctive
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
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 12/21/2021.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.