HomeMy WebLinkAboutAPPROVED IKO Shingle_30310.1-R1_CV20201/20/2021 Florida Building Code Online
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FL #FL30310-R1
Application Type Revision
Code Version 2020
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 William Liu
Address/Phone/Email 40
Hansen Road South
Brampton, FL L6W 3H4
(416) 525-3740
william.liu@iko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL30310_R1_COI_IKO19002.2 2020 FBC Eval Shingles final.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D 3018 1990
ASTM D 3161 2016
ASTM D 3462 2010
ASTM E 108 2016
TAS 100 1995
TAS 107 2020
Equivalence of Product Standards
Certified By
1/20/2021 Florida Building Code Online
www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvH%2bffZfjpUCSn6k71pZ96MbxnNUZe3Q76B4yqcSbcE8w%3d%3d 2/2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020
Summary of Products
FL #Model, Number or Name Description
30310.1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
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_R1_II_IKO19002.2 2020 FBC Eval Shingles final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL30310_R1_AE_IKO19002.2 2020 FBC Eval Shingles final.pdf
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 :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
a CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 1 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.
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
Technical Services, LLC
IKO19002.2 FL30310-R2 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
Technical Services, LLC
IKO19002.2 FL30310-R2 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
(Sumas)
13--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.
(Sumas)
18--3/8 self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
(Toronto)
13-Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Crowne Slate
(Toronto)
13-1 39-1/2 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.
(Calgary, Hawkesbury,
Hillsboro, Kankakee &
Sumas)
13--7/8 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.
(Hillsboro & Kankakee)
13--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
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
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga,
Toronto & Wilmington)
13--7/8 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--7/8 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--7/8 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--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.
Mara
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga &
Toronto)
13--3/8 -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.
(Kankakee & Sylacauga)
13-monolayer asphalt hip and
ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
(Calgary)
13-/14: x 39-3161, 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.
(Sumas)
13--3/8 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.
(Sumas)
13--3/8 Class F fiberglass reinforced asphalt strip embedded
with granules complying with ASTM D 3462.
Leading Edge
(Hawkesbury)
7--7/8 monolayer asphalt
shingle strip surfaced with granules complying with ASTM D 3462.
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 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
(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
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
4 Nail
Figure 1. Roof HW
4 Nail Pattern (Non-HVHZ only)
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 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
(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
when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC
instructions. Shingles shall be attached using e Nail
Figure 2.
5 Nail Pattern (Non-HVHZ only)
Figure 3.
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 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
(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
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
Figure 4
4 Nail Pattern (non-HVHZ only)
Figure 5.
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 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
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
requirements
instructions. Shi 5 Nail
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only)
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 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
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Sumas (Non-HVHZ))
and
(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
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufactur
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
instruc
Figure 7
4 Nail Pattern (non-HVHZ only)
Figure 8.
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 10 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
(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
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufactur
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
instruc
Figure 9.
4 Nail Pattern (non-HVHZ only)
Figure 10.
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 11 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
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
(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
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
on
Figure 11
4 Nail Pattern (non-HVHZ only)
Figure 12.
6 Nail Pattern
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Technical Services, LLC
IKO19002.2 FL30310-R2 Page 12 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
Hip & Ridge
(Kankakee & Sylacauga)
and
(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
The direction of the exposed end shall be away from the
prevailing wind.
Figure 13. and
(non-HVHZ only)
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 13 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
Hip
(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
The direction of the exposed end shall be away from the
prevailing wind.
Figure 14. Hip and R (non-HVHZ only)
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Technical Services, LLC
IKO19002.2 FL30310-R2 Page 14 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
(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
published installation instructions. Shall be attached with
min. x 12 ga. roofing nails with min. 3/8-inch head.
Figure 15
(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
published installation instructions. Shall be attached with
-inch head.
Figure 16. Leading Edge Plus
A CREEK
Technical Services, LLC
IKO19002.2 FL30310-R2 Page 15 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
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)
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 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