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Product ARoroval Menu > Product or ARolicatlon Search > BRnlication List a Application Detail
FL #
FL30310-RI
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived i I
Product Manufacturer IKO Industries Ltd
Address/Phone/Small 40 Hansen Road South
Brampton, NON -US L6W 3H4
(905)457-2880 Ext4581
willlam.11u@Iko.com
Authorized Signature William Liu
willlam,llu@iko.com
Technical Representative William Liu
Address/Phone/Email 40
Hansen Road South
Brampton, FL L6W 3H4
(416) 525-3740
wllllam.11u@lko.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
I I 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. Urlch, PE
1 1 Validation Checklist - Hardcopy Received
Certificate of Independence
�1 Ii1< .C�l ><K/]i1;(i3FIiIrI�aF���TcZi�7 IH +F11F3� 1, Mw iF111TI�
Referenced Standard and Year (of Standard) Standard
ASTM D 3018
ASTM D 3161
ASTM D 3462
ASTM E 108
TAS 100
TAS 107
Year
1990
2016
2010
2016
1995
2020
Equivalence of Product Standards
Certified By
hirn�•1lnnridohuildinnnrnlnrinr mv,r111nenv7nnrnm—,vC;FVXf1wlTlnvT-IW9hrf7f6,li!'.Co(Ir'7ln7QhMhrnNtl7r'iC17F,Advnr.Chr•FR���&,7r191,4r1
6/23/2021
Florids Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 30/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020
Summary of Products
FL #
MadelI Number or Name
Description
30310.1
IKO Shingles
ASTM D 31611 Class F asphalt
shingles, hip
and ridge shingles,
starter strip 0 shingle strip
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL30310 RS It IK019002.2
2020 FBC Eval
Shingles tlnal.gQ[
Approved for use outside HVHZ: 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 IK01900242
2020 FBC Eval
Shingles Rnal.pdj
Created by Independent Third
Party: Yes
Baci< Naxt
Con[ect Us :: 2601 Blair Slone Road Tallahassee FL 32399 Phone: B50-407-1a29
The State of Florida Is an AA/EEO employer. CojtMaht 2007-2013 State of Florida.:; P.Ivaw 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
all ro this entity. Instead, contact the office by phone or by traditional mall. 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 emall address If they have one. Theemalls
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:
® W FS-91 99
Credit Card
Safe
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, I EDITION (2020)
PRI Construction Materials Technologies (QUA9110)
Issued Octo6er22, 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
Entitv
Report 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)
I1<0-072-02.02
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)
I1<0-088-02.01
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)
I1<0-117-02-01
TAS 100
1995
PRI Construction
Materials
Technologies
(TST5878)
IKO-120-02-01
ASTM D 3462
2010A
IK019002.2 FL30310-R2 Page 1 of 15
This evaluation report is provided far 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
CREEK
Asphalt Shingles
TECHNICAL SERVICES,
LLC
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
2020
ASTM D
3161
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
2020
ASTM D
3161
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
2020
ASTM D
3161
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
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
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
2010A
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
3018
1990(R94)E1
PRI
Construction
Materials
Technologies
(TST5878)
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
2010A
ASTM E
108
2011
ASTM D
3018
1990(R94)Et
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
2010A
ASTM E
108
2016
ASTM D
3018
1990(R94)Et
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
IK019002.2 F1.30310-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.
IKO INDUSTRIES, LTD
I CREEK
Asphalt Shingles
TECHNICAL SERVICES, LLC
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)
476T0O02
ASTM
D 3462
2010A
PRI Construction
Materials Technologies (TST5878)
476T0O03
TAS 100
1995
PRI Construction
Materials Technologies (TST5878)
476T0O04
ASTM
D 3161
2016
PRI Construction
Materials Technologies (TST5878)
476T0012
ASTM
D 3462
2010A
ASTM
D 3018
1990(R94)E1
PRI Construction
Materials Technologies (TST5878)
476T0013
ASTM
D 3161
2016
TAS 107
2020
PRI Construction
Materials Technologies (TST5878)
476T0021
ASTM
D 3462
2010A
ASTM
D 3018
1990(R94)E1
PRI Construction
Materials Technologies (TST5878)
476T0022
ASTM
D 3161
2016
TAS 107
2020
PRI Construction
Materials Technologies (TST5878)
476To023
ASTM
E 108
2016
PRI Construction
Materials Technologies (TST5878)
476T0034
ASTM
D 3462
2010A
PRI Construction
Materials Technologies (TST5878)
476T0039
ASTM
D 3462
2010A
ASTM
D 3018
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
2010A
ASTM
D 3018
1990(R94)E1
PRI Construction
Materials Technologies (TST5878)
476T0043
TAS 100
1995
PRI Construction
Materials Technologies (TST5878)
476T0044
ASTM
D 3462
2010A
ASTM
D 3018
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)
476T0O61
ASTM
D 7158
2019ael
PRODUCT DESCRIPTION
RoofshakeTO HW 13-3/4" 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.
ArmourshakeTO
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.
Dynasty M
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)
NordicM
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,
FL30310-R2 Page 3 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 IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
CambridgeTm 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 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 Fself-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 Regency0
13-3/4" x 40-7/8", ASTM D 3161,
Class Fself-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 39-3/8", ASTM D 3161, Class Fself-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury & fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
MarathonT"' Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class Fself-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas, Sylacauga & used in the non-HVHZ only.
Toronto)
Hip & RidgeT^' 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 TM 13-/14: x 39-3/8", ASTM D 3161, Class F fberglass reinforced, monolayer asphalt hip
(Calgary) and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Hip and RidgeW 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumas) 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 StarterTM 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
Leading Edge PlusT" 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
IKO19002.2 FL30310-R2 Page 4 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 IKO INDUSTRIES, LTD
Asphalt
Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
(Sumas) I Basic Wind
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non _ RTZL_ 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
shinales at slopes oreater than 21:12.
Standard Application
Requires4 Nails
Installed with 5-7/8 inch exposure, in accordance with FId(:
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
Pattern" detailed below.
Nail
Line
Figure 1. RoofshakeT'" HW
5-7/8
IKO19002.2 FL30310-R2 Page 5 of 15
This evaluation report Is provided for State of Florida product approval under Rule 61020-3. 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
(Sumas) 1 Basic Wind Speed (Va,d): I Max.
IKO19002.2
IKO INDUSTRIES, LTD
Asphalt Shingles
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction: Min. 15/32 in. plywood existing
construction.
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 T Nail Pattern' detailed
below.
Installation (Non-HVHZ): Installed with 5-718 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Standard Appllcatlon
Requires 5 Nails/Fasteners
Nail Line
Figure 2. ArmourshakeT"'
5 Nail Pattern INon-HVHZ o
Notting -Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Figure 3. ArmourshakeTm
6 Nail Pattern
FL30310-R2
Alignment
t Notches
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
. CREEK
Asphalt Shingles
TECHNICAL
SERVICEst LLC
Royal EstateTm
Basic Wind Speed of : Max. 194 Mh
Toronto
(Toronto)
. _---- ______
Basic Wind S eed �adL Ma mph ---- — —
--------
—..- Deck (HVHZ): accord ith FBC requirements;
Deck (HVHZ): In accordance with",
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 re uig rements__
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopesthan 21:12__
_greater
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
Requires 4 Nails/Fasteners
W.��Wlf
t° ► \4
t4
Nails
Figure 4, Royal EstateM
4 Nail Pattern non_HVHZ only)._
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
`H
F
A I
Nails
Figure 5. Royal EstateTm
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 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 SERVICESo LLC
(Toronto
Standard Application
Requires 5 Nails/Fasteners
t
IKO INDUSTRIES, LTD
Asphalt Shingles
Max.150
Solidly sheathed min.
19/32
in. plywood
or wood
plank for
new construction;
Min.
15/32 in.
plywood
existing
In accordance with FBC re uiq rements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes areater than 21:12.
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.
Vail Line
Nall C
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ on
IKO19002.2 FL30310-R2 Page 8 of 15
This evaluation report is provided for Stale 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 IKO INLTD
Asphaltsphalt Shingles
TECHNICAL SERVICES, LLC
DynastyTM Basic Wind Speed_.(Vu¢ : Max. 19.44 mph
Calgary (Non-HVHZ), Basic Wind Speed ( _ Speed : Max. 150
Hawkesbury, Kankakee & Deck (HVHZ): In accordance with FBC requirements;
Sumas (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and __ construction.
Z:_
Deck (Non-HVHZ: _Solidly sheathed in accordance with FBC requirements__ _
NordICTM Und
Underla r�ment_In accordance with FBC.regiurements__________
(Kankakee) Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
and shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
CRC Regency® 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.
uya'
MAN ArmourZone
ArmourZone
Standard Application ti:•`•
Requires 4 Nails/Fasteners
Cc mon Bond
____________ ____________ ____________ __ F �•.
1-1/4"
ArmourZone
Figure 7. DynastyTM and NordicTM
4 Nail Pattern (non-HVHZ only______
1.1/4' ArmourZone
ArmourZone
Steep Slope/High Wind Applications ,•
Requires 6 Nails/Fasteners ,`••
Common Bond
y`\
f4'
ArmourZone
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.
(Calgary (Non-HVHZ), Basic Wind
Hawkesbury, Hillsboro, Deck (HVH
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
Deck (Non -
and I lnrlArInvrni
CRC 8iltmorerm
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
Standard Application
Requires 4 Nails/Fasteners
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 150
Solidly sheathed min.
19/32 in. plywood
or wood
plank for
new construction;
Min. 15/32 in.
plywood
existing
construction.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shin jlles at slopes greater than 21:12..
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.
Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
nstructions. Shingles shall be attached using either Nail
Pattern' or "6 Nail Pattern" detailed below.
Nail
tine
s-pis
Figure 9. CambridgeT"' and CRC BiltmoreT"'
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Figure 10. CambridgeT'" and CRC BiltmoreT""
6 Nail Pattern
IKO19002.2 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 imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
. CREEK IKO INDUSTRIES,LTD
Asphalt
Shingles
TECHNICAL SERVICES, LLC
CRC SuperglassTm Basic Wind ): Speed_(VnMax. 194 mph
-------------- ---------......
------------------
(Calgary (Non-HVHZ), Basic Wind Speed_Vasa)__Max. 150 mph
--------- ----------
Hawkesbury, & Toronto Deck (HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and _ construction.
Deck LNon_HVHZ�._Solidly sheathed in accordance with FBC requirements.
MarathonTM Plus AR Linde went: In accordance with FBC requirements,
(Calgary (Non-HVHZ), Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas (Non- shingles at slopes greater than 21:12..___—_
HVHZ), Sylacauga &
Installation (HVHZ):— Installed with 5-7/8 in. exposure in accordance with RAS RAS
Toronto (Non-HVHZ)) 115 and manufacturer's published Installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and below.
MarathonTM Installation (Non-HVHZ):
Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
(Hillsboro & Sylacauga) instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 ---------Nail Pattern' detailed below.
--- ---- --
---------------------
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11, CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant Strip
LJ
Figure 12, CRC SuperglassTM, MarathonTM 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 61020-3. 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.
& Sylacauga)
Flit:
Hip &Ridge PIusT^
(Calgary)
(non-HVHZ only)
Installation:
Directiofn of prev�lling wind
IKO INDUSTRIES, LTD
Asphalt Shingles
min.
19/32
in.
plywood
or wood plank for new
construction;
15/32
in.
Dlvwood
existing construction.
In accordance with
Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturers published installation instructions.
The direction of the exposed end shall be away from the
Nails
Perforation Marks
r rr
r rrr
rr
1"Taper Cut
Figure 13. Hip & RidgeT"' 12 and
IKO19002.2 FL30310-R2 Page 12 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
(Sumas)
Max. 9 g4
IKO INDUSTRIES, LTD
Asphalt Shingles
in accordance with FBC
_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
Direction of prevailing wind
Perforation Marks
14. Hiq and RidpeT"'
Halls
1" Optional Taper Cut
1"Taper Cut
IK019002.2 FL30310-R2 Page 13 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
(Sumas) 1 Basic Wind Speed (Vaad): I Max. 150
min. 19/32 in. plywood or wood plank for new construction;
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 aa. roofina nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13"from Each End
Leading Edge PIusT"^ (Basic Wind
(Hawkesbury) I Basic Wind
Deck (HVHZ):
Deck
Stenderd Appllcatlon
Requires 4 Nells/Fasteners
15. Armour StarterT'"
Max. 194
Match Color
to Selected
Armourshake
Shingle
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
sheathed in accordance with FBC
2:12 and in accordance with FBC
published installation instructions. Shall be attached with
min. 1"x 12 pa. roofing nails with min. 3/8-inch head.
re 16. Leading Edge Plus'""
IKO19002.2 FL30310-R2 Page 14 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
LIMITATIONS
IKO INDUSTRIES, LTD
Asphalt Shingles
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 save 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, 71" Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
1111111111
PRY n. p wi,
o •E . R/�*4
of
�p VQ so NSF at
No 74021
:9 STATE OF
.�0p� • c� O R k'D
oe4f** 0 N A; 0%%
CERTIFICATION OF INDEPENDENCE
2020.10.22
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
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.