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Product Approval Menu > Product or Application Search .> Application List > Application Detail JA N 12
2022
FL # FL30310-R1 St. LUCIe iiOUnt}/
LMO
Application Type . Revision Permitting,
Code Version 2020
Application Status Approved
Comments REVIEWED FOR
-Archived I CODE COMPLIANCE
Product Manufacturer IKO Industries Ltd ST• LUCOE COUNTY BOCC
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3114
(905)457-2880 Ext4581
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
0, Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
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
Referenced Standard and Year (of Standard)
FL30310 R1 COI IKO19002.2 2020 FBC Eval Shingles final.pdf
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
https://floridabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 1/2
4/4/2021
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online .
Method 1 Option D
10/16/2019
10/23/2020
10/28/2020
12/16/2020
r
FL #
Model,
Number or Name
Description
30310.1
IKO Shingles
ingles
ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
starter strip & shingle strip
Limits of Use,
Installation Instructions -
Approved for use in HVHZ: Y
s
FL30310 RI II IKO19002.2 2020 FBC Eval Shingles final.12d
Approved for use outside HV
Z: Yes
Verified By: Zachary R. Priest PE-74021
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See evaluation report for
limits of use.
FL30310 R1 AE IK019002.2 2020 FBC Eva] Shingles final.pddf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 26D1 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 p blic 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 o e 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: —
pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 2/2
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 31-14
Canada
(905) 457-2880
www.iko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 7T" EDITION (2020)
PRI Construction Materials Technologies (QUA9110)
Issued October 22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7'" 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
Reoort No.
Standard
Year.
FM Approvals (TST1867)
3036971
FM 4475
2010
FM Approvals (TST1867)
3040947
FM 4475
2010
ASTM E 108
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
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.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Enti I
Report No.
Standard
Year
PRI Construction Materials Technologies (TSTL�5878)
IKO-121-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TS1f5878)
IKO-123-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TS 5878)
IKO-125-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TSI 5878)
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
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878),
IKO-129-02-01
ASTM D 3462
201OA
PRI Construction Materials Technologies (TST5878)
IKO-130-02-01
ASTM. D 3161,
2016
PRI Construction Materials Technologies (TST5878)
IKO-131-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
ASTM D3462
201 OA
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
201 OA
PRI Construction Materials Technologies (TST5878)
IKO-171-02-02
TAS 107
2020
ASTM D 3161
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
201 OA
PRI Construction Materials Technologies (TST5878)
IK0=198-02-02
TAS 100
2020
PRI Construction Materials Technologies (TS I5878)
IKO-198-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-199-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TS I5878)
IKO-199-02-02
TAS 100
1995
PRI Construction Materials Technologies (TS I5878)
IKO-199-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-201-02-01
ASTM D 3462
201 OA
ASTM E 108
2016
ASTM D 3018
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
2010A
ASTM E 108
2011
ASTM D 3618
1990(R94)E1
PRI Construction Materials Technologies (TSTI 876)
IKO-202-02-02
TAS 107
2020
ASTM D 3161
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
201 OA
ASTM E 108
2011
ASTM D 3018
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
2010A .
ASTM E 108
2016
ASTM D 3018
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
201 OA
ASTM E 108
2016
ASTM D 3018
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
201 OA
PRI Construction Materials Technologies (TST51878)
IKO-218-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5'1878)
476CO017.1
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
476CO017.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476CO017.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476CO020.1
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
476C0020.2
ASTM D 3161
2016
IK019002.2 I FL30310-R2 Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
CREEK
TECHNICAL SERVICES, LLC
Entity
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction'Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Report No.
476C0020.3
476C0033.1
476C0033.2
476C0033.3
476T0002
476T0003
476T0004
476T0012
476T0013
476T0021
476T0022
476T0O23
476T0O34
476T0O39
476T0040
476T0041
476T0042
476T0043
476T0044
PRI Construction Materials Technologies (TST5878)
476T0045
PRI Construction Materials Technologies (TST5878)
476T0046
PRI Construction Materials Technologies (TST5878)
476T0057
PRI Construction Materials Technologies (TST5878)
476T0058
PRI Construction Materials Technologies (TST5878)
476T0059
PRI Construction Materials Technologies (TST5878)
476T0061
PRODUCT DESCRIPTION
Standard
ASTM E 108
ASTM D 3462
ASTM D 3161
ASTM E 108
ASTM, D 3462
TAS 100
ASTM D 3161
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM E 108
ASTM D 3462
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM D 3018
TAS 100
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM E 108
ASTM D 3161
ASTM D 7158
IKO INDUSTRIES, LTD
Asphalt Shingles
Year
2016
2010A
2016
2016
2010A
1995
2016
2010A
1990(R94)E1
2016
2020
2010A
1990(R94)E1
201.E
2020
2016
2010A
2010A
1990(R94)E1
2016
1995
2010A
1990(R94)E1
1995
2010A
1990(R94)E1
2016
1995
2010A
2016
2016
2019ael
RoofshakeTm HW
1373/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules. complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
ArmourshakeM
18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate TM
13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Crowne Slate
13-1/4" x 39-1/2", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
DynastyTM
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee &
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
NordicTM
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro & Kankakee)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
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.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
". TECHNICAL, SERVICES,
LLC
Cambridge M
13-3/4" x 140-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee,
Shingles anufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltmore®
13-3/4" x 40-7/8" ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules. complying with ASTM D 3462.
Sumas & Toronto) .
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency® ' 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass. reinforced, laminated
(Calgary & Hawkesbury) 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® 13-1/4" x I39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury & fiberglass mat coated on both sides with asphalt and surfaced with granules.com plying
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZI only.
Marathon TM Plus AR 13-1/4" x P9-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee, with ASTMI D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas, Sylacauga & used in the non-HVHZ only.
Toronto)
Hip & Ridge''" 12 13-1/4" x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
(Kankakee & Sylacauga) ridge shingle surfaced with granules and, perforated every 12-inches complying with
ASTM D 3462.
Hip & Ridge PIusTA°
(Calgary)
Hip and Ridge TM
(Sumas)
Armour Starter rm
(Sumas)
Leading Edge PIusTM
(Hawkesbury)
IKO19002.2
13414: 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.
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.
13-1/4" x 39-3/8", ASTM D 3161, Class. F fiberglass reinforced asphalt strip embedded
with granule complying with ASTM D 3462. For use with ArmourshakeT"" shingles.
7-7/8" x 4017/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
shingle strip�,surfaced with granules complying with ASTM D 3462.
FL30310-R2
4of15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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 imp�y warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
' CREEK
TECHNICAL. SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
RoofshakeT"' HW Basic Wind Speed V„it : Max. 194 mph
(Sumas) Basic Wind Speed (Vases 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 : Solider sheathed in accordance with FBC requirements.
Underla ment: 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.
Naif
Line.
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ on
IKO19002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
> * CREEK
.. TECHNICAL.SERVICEs, LL�C
ArmourshakeTM Basic Wind Speed (V„it): Max. 194 mph
(Sumas) Basic Wind Speed (Vasa) Max. 150 m h
IKO INDUSTRIES, LTD
Asphalt Shingles
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 NonrHVHZ :
Solidly sheathed in accordance with FBC requirements.
Underla m'.ent:
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
I
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Nail U.O->
Figure 2. ArmourshakeTM
5 Nail Pattern (Non-HVHZ only)
Natllr�g Steep Slopas/High Wind Areas:Applicati'ons:
Req u, res 6 N a i IsJFastehers
Nail Line
Alignrnenf Alignment:
Notches`"' +Notches
-- - -- -_
Figure 3. ArmourshakeTM
6 Nail Pattern
IKO19002.2 I FL30310-132 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.
CREEK'
TECHNICAL, SERVICES, LLC
Royal Estate TM
(Toronto)
IKO INDUSTRIES, LTD
Asphalt Shingles
Basic Wind Speed (W,,,a :
Max. 194 mph
Basic Wind Speed Wsd):
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):
sheathed in accordance with FBC requirements.
Underlayment:
—Solidly
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
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 T Nail Pattern" detailed below.
1
Standard Application
Requires 4 Nails/Fasteners
'Nails,
Figure 4. Royal Estate TM
4 Nail Pattern (non-HVHZ only)
Steep: slope/High,Wlnd'Ap
erp,licatio'ns-
Requires 6. Nails%Fastens_
Figure 5. Royal Estate TM
6 Nail Pattern
IK019002.2 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.
CREEK
REEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL, SERVICES, L L C
Crowne Slate
Basic Wind
S eed V i, :
Max. 194 mph
(Toronto)
Basic Wind
Speed (Vasa):
Max. 150 mph
Deck (HV
Z):
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.
Underla ment:
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.
Nail Ltne
10" -1-XPOSURE
5tan�ard,Appllcatton
,,
Regtires.S _fJatlsasterer`r
�. .
•
jr
. r
1,
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only) .
IKO19002.2 I FL30310-R2 Page 8 of 15
This evaluation report is provided for State ol� Florida product approval under Rule 61 G20-3. 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 ii ply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ry
CREEK
F7
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
DynastyTM
Basic Wind Speed Vuit:
Max. 194 mph
Basic Wind Speed Vasa):
Max. 150 mph
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Deck (HVHZ):
In accordance with FBC requirements;
Sumas (Non-HVHZ))
Solidly sheathed miri. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing .
and
construction.
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
NordicTM .
Underla merit:
In accordance with FBC requirements.
(Kankakee)
Min. slope:
2:12 and in accordance with FBC requirements.. Refer to
and
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
CRC Regency®.
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 T Nail Pattern" detailed below.
Standard. A
Requlres`4�
catlon
s%Fasteners
rZone
Figure 7. DynastyTA° and Nord lCTM
4 Nail Pattern (non-HVHZ only)
Steep S[ape/High Win' Applications
Requires :6 Nails%�asteiie"r.`s
Figure 8. DynastyTm and NordicTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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
TECHNICAL SERVICES, LLC
CambridgeT""
Basic Wind
Speed (VLit):
Max. 194 mph
(Calgary (Non-HVHZ),
Basic Wind
Speed Vasa :
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Solidly sheathed min..19/32 in. plywood or wood plank for
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
new construction; Min. 15/32 in. plywood existing
construction.
Deck Novi-HVHZ
:
Solidlysheathed in accordance with FBC requirements.
and
Underla nient:
In accordance with FBC requirements..
CRC BiltmoreT'" .
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
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.
Requires � Na1[S�FasCeraerS
Lihe..
Figure 6. CambridgeTm and CRC BiltmoreTM
14 Nail Pattern (non-HVHZ only)
IK019002.2 FL30310-R2 Page 10 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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 mply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK .
TECHNICAL. SERVICES, LLC
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
MarathonTm Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
Marathon TM
(Hillsboro & Sylacauga)
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194
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.
Underla ment:
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.
Standard =Application
Sealant Strip
Figure.11. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
;Slope/High Wind,Appllcati&hs
es 6 Nails/Fasteners
Figure.12. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 11 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
CREEK
TECHNICAL SERVICES,
Hip & RidgeTM 12
(Kankakee & Sylacauga)
and
Hip & Ridge PlusTm
(Calgary)
(non-HVHZ only)
Basic)
Basic)
Deck
Deck
Underl
Min. sl
Install,,
IKO INDUSTRIES, LTD
Asphalt Shingles
VFIZ): 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.
Dn-HVHZ : Solidly sheathed in accordance with FBC requirements.
orient: In accordance with FBC requirements..
)el 2:12 and in accordance with FBC requirements.
on: 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..
Perforation Marks4;
., V
ti.
t.
1" TaperCut
6
r�
Figure 13. Hip & RidgeTM 12 and
Hip & Ridge PlusTm (non-HVHZ only)
IKO19002.2 I FL30310-R2 Page 12 of 15
This evaluation report is provided for State ofl Florida product approval under Rule 61 G20-3. 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. l
b CREEK
TECHNICAL. SERVICES, LLC
Hip and RidgeTm Basic Wind
(Sumas) Basic Wind
Deck Non-
Underla m�
Min. slope:
Pe
n ,ma;rk.s:
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph
Max. 150 m h
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
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.
-Nails
1: •
i 1° Tapei Cut,
Optiohal'-Taper�Cut.
Figure 14. Hip and Ridge TM (non-HVHZ
IK019002.2 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
�k CREEK Asphalt Shingles
TECHNICAL, SERVICES, LiC
Armour StarterTm Basic Wind Speed V„ it : Max. 194 mph
(Sumas) 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 (Nonn-HVHZ : Solidly sheathed in accordance with FBC requirements.
Underla rr ent: 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.
Standard Applicatlon:Requ ;res 4 Naps/Fasteners
..
STARTED lCOURSE x� I`to Selectee!
ndl, "'frorri EacK. h Armoursha.ke
Shlr g,16
Figure 15. Armour Starter'""
Leading Edge PIUSTM I Basic Wind S
(Hawkesbury) Basic Wind S
Deck (HVHZ)
Deck
Stan6rd Appilcatfon.
i4equires:4Nail` Fasteners
Vasd : Max. 150 mph
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in.ply—wood eicistinq construction.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements..
2:12 and in accordance with FBC requirements.
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.
1- from Each End .
3'14, from Bottom
16. Leading Edge Plus'"
IKO19002.2 I 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
CREEK
Asphalt Shingles
TECHNICAL. SERVICES, LLC
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 61 G20-3.
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.
2020.10.22
%. • •
• 14:10:00
No 74021 '
r
••. -, •DIpIbW; db, L<nery amM zn-..•rk:<«h..s
- '. STATE OF .' �/
'� ,c Zachary R. Priest,. P.E.
•� P Z
�` < O R 1 �•• I&� 11: Florida Registration No. 74021
�•,SS�NA� ������, 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
IK019002.2 FL30310-R2 Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.