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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 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
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� FL30310 R1 COI IKO1 002 2 2020 F6C 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
i
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 Descrigrition
30310.1 IKO Shingles 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: Yes FL30310 RI II IK019002.2 2020 FBC Eval Shingles final.pd
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 IKO19002.2 2020 FBC Eval Shingles final.Ddf
iCreated by Independent Third Patty: Yes
Back
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:
Credit Card
Safe
Certificate of Authorization in rgh D
CREEK17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7T"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,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
Entty 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) 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
IK019002.2 FL30310-R2 Page 1 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
Entitv 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)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 2010A
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 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
IKO19002.2 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.
CREEKCREEKIKO INDUSTRIES,LTD
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) 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 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) 476T0023 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) 476T0061 ASTM D 7158 2019ael
PRODUCT DESCRIPTION
Roofshake Tm HW 13-3/4" x 40-7l8", ASTM D 3161, Class Fself-sealin fiberglass reinforced,
g, g laminated
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
ArmourshakeTM 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' 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)
Nord iCTM 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
CambridgeTMr 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)
C 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 39-3/8", 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
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon TM Plus AR 13-1/4" x 39-3/8", 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 ASTM 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 Plusr" 13-/14: x 39-3/8", ASTM D 3161, Class F fiberglass 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 RidgeT'" 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 Starter" 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 Armourshakem shingles.
Leading Edge PIUSTM 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.
CD E EK IKO INDUSTRIES,LTD
('[ [\ Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Roofshake"A HW F Basic Wind Speed Jy�g).: Max. 194 mph
(Sumas) i Basic Wind—peed(V,0) Max. 150 mph -
Deck(HVHZ): I 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.
--
UndegyMent: 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.
—..-.............I........_._. _—_.—
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation I
instructions. Shingles shall be attached using "4 Nail i
Pattern"detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Nails
78
- - - - - - - - - - - - - Nail
Line
=1 H- L]
./�.
5-7/$
Figure 1. RoofshakeT" HW
4 Nail Pattern (Non-HVHZ only)
I
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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
ArmourshakeTM Basic Wind Speed Max.194 mph
(Sumas) I Basic Wind Ste : Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for
i new construction; Min. 15/32 in. plywood existing
construction.
i Deck (Non-HVHZ):__ Solidly sheathed in accordance with FBC requirements.
Undertayment: 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 sloes 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 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
i Pattern"or"6 Nail Pattem"detailed below.
__-__. ... _.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
t Notches
Figure 2. Armourshakell
5 Nail Pattern Non-HVHZ only)
Nailing-Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment Alignment
Notches Notches
Figure 3. ArmourshakeTM
6 Nail Pattem
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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
...._.__..
Royal EstateT" I Basic Wind Speed 194 mph —
(Toronto) Basic Wind Speed ad : Max. 150 mph I
Deck(HVHZ): I In accordance with FBC requirements;
i Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing i
construction.
Deck Solidly sheathed in accordance with FBC requirements.
Undeda ment In arequirements.
ccordance with FBC
--- __.__...._..__._..........__._._...._. _... ._�__ --....._..--.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to o
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 I
115 and manufacturer's published installation instructions.
I Shingles shall be attached using "6 Nail Pattern" detailed I
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
i
I
• - - -- - •--------- ---r----- - a
1"� F
Nails
i
Figure 4. Royal EstateTM
4 Nail Pattern(non-HVHZ only)
Steep Slope/High Wind Applications j
Requires 6 Nails/Fasteners
i
i
Nails
Figure 5. Royal Estate TM
6 Nail Pattern
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.
cD C"IIK IKO INDUSTRIES,LTD
1 1 G Asphalt Shingles
TECHNICAL SERVICES,LLC
Crowne Slate i Basic Wind Speed
p (V,z): Max. 194 mph
(Toronto) ; Basic Wind Speed a d : 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.
Underia 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 Line
10" EXPOSURE
i
Standard Application
Requires 5 Nails/Fasteners
fin
Nail Line 10..
1
1 �
Figure 6. Crown Slate
5 Nail Pattern(Non-HVHZ only)
IK019002.2 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.
CREEK
REEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
D ....... .--- _I._..... .....F. — -
ynastyT"' Basi.c Wind S eed Vwe: Max. 194 mph !
(Calgary(Non-HVHZ), Basic Wind Speed(Vjsd +Max. 150 mph I
Hawkesbury, Kankakee& ( Deck(HVHZ): In accordance with FBC requirements; --'
Sumas(Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing j
and construction.
Dec�Non-HVHZ)•. Solidly sheathed in accordance with FBC requirements. j
NordicTM Undeda ment: �In accordance with FBC
_..._...-_-- requirements. __--
(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. .
CRC Regency® Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
! 115 and manufacturers 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.
14*-
I 14/4• Armour Zone
ArmourZone
Standard Application
Requires 4 Nails/Fasteners
I f !
Common Bond
nd----------- ------------ ------------ -- 4
Armour2one
Figure 7. DynastyTm and NordicTM !
_ 4 Nail Pattern (non-HVHZ only)
1-1/4. ArmourZone
Ar✓m/ourZone
I
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Common Bond
ArmourZone
5-7l8"
Figure 8. DynastyTm and NordicTM
_ _ ..__.... 6 Nail Pattern
IKO19002.2 FL30310-132 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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Cambridge"m Basic Wind Spe�wt: I Max 194 mph i
— _
(Calgary(Non-HVHZ), I Basic Wind Speed Vi„0): I Max 150 mph
Hawkesbury, Hillsboro, + Deck(HVHZ): I In accordance with FBC requirements;
I Kankakee, Sumas, i Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga,Toronto(Non- new construction; Min. 15/32 in. plywood existing 1
HVHZ)&Wilmington) ( I construction. I
Deck Non-HVHZ): I Solidiysheathed in accordance with FBC requirements
and Undedayment: I In accordance with FBC requirements. I
,— ._. _. _ _. _ _
': Min.slope: 2:12 and in accordance with FBC requirements. Refer to I
CRC BiltmoreTI { the manufacturer's application instructions when installing
I (Calgary(Non-HVHZ), __ _ I shingles at slopes greater than 21_12. .
Hawkesbury, Kankakee, jnstallation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Sumas(Non-HVHZ)& 1115 and manufacturer's published installation instructions.
I Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed
IIII below.
Installation (Non-HVHZ): i Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation 1
Instructions. Shingles shall be attached using either"4 Nail
-- . ....._...... _ -
Pattem"or"6 Nail Pattern"detailed below.
Nall Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
7/8"
- - - - - - - - - Nail
LineKM71 I I I I
i
5-7/8
Figure 9. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Nail Line Common Bond
Steep Slope/High Wind Applications
i
Requires 6 Nails/Fasteners
i
' I
ri 7/8"
- - - - - - - — Nail . �
Line
5-7/8
Figure 10. CambridgeTm and CRC Biltmorelm
6 Nail Pattern
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 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 SuperglassT" 1 Basic Wind Speed WO: Max. 194 mph
Non-HVHZ , Basic Wind Speed(Calgary( ) (V„e): I Max.150 mph ;
Hawkesbury,&Toronto Deck(HVHZ): i In accordance with FBC requirements;
(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for I
new construction; Min. 15/32 in. plywood existing
I
n a d
-------- ; construction.
Deck Non-HVHZ): Solidly sheathed in accordance with FBC re uiremen s j
___�_......._..._.��-..._.___..._... g-
Marathon TM Plus AR -_e9__.._
Underlayment_�_� In accordance with FBC r uirements. _
(Calgary(Non-HVHZ), Min.slope: 2:12 and in accordance with FBC requirements. Refer to j
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas (Non- 1 Ls s.l e.....greater _.....................HVHZ), Sylacauga& ......
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS I
Toronto(Non-HVHZ)) 115 and manufacturer's published installation instructions. I
and I Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance wit
MarathonTM h FBC
(Hillsboro&Sylacauga) i requirements and manufacturer's published installation I
Instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
i
i
i
I
j Sealant Strip
Figure 11. CRC SuperglassT"", Marathon"' Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
i
Sealant Strip
i
Figure 12. CRC SuperglassM, MarathonTI Plus AR and Marathon'""
6 Nail Pattern
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.
i
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&RidgeTM 12 Basic Wind Seeed_CV„g): Max.194 mph
(Kankakee&Sylacauga) Basic Wind wed(Ve,d: Max.1§9 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in.______plywood existing construction.
Hip&Ridge PIUSTM Deck Non-HVHZ: Solidly sheathed in accordance with FBC requirements.
(Calgary) lLr dertayment: In accordance with FBC requirements.
i (non-HVHZ only) Min.slope: 2:12 and in accordance with FBC requirements.
— - --- _.. --I
Installation: 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
revailin wind.
_.....-_. -- ..�
Perforation Marks
I ' I
Start Direction of prevailing wind
here-
Nails
1 1
1 5
1
t 1
it t 1"Taper Cut
1 6-1/4' 1
1
Figure 13. Hip& RidgeTM' 12 and
Hip&Rid9e PIusTM (non-HVHZ only)
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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip and RidgeT" I Basic Wind Speed V,e _Max. 194 mph
(Sumas) Basic Wind Spet�.O. Max. 150 mph
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.
Installation: Installed with 5-5/8 inch exposure, in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Nails
Direction prevailing wind
\ I
, I
7niz..
11'TaperCut
IB-114' I
Perforation Marks 1" Optional Taper Cut
I I I I I I
I
I I 1 I I 1
I I 1 I I 1
I I 1 I I 1
I I 1 I I I
_Figure 14. Hip and RidgeTm (non-HVHZ only)
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.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
--- -—---- ..... ................
Armour StarterTM' Basic Wind Speed V„s: Max.194 mph i
_ _._
--- .. - ----I
(Sumas) Basic Wind Speed(Va,�: Max. 150_mph —
i 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 existhN construction. i
_...... — --..�
Deck(Non- Solidly sheathed in accordance with FBC requirements.
� Undedayment: In accordance with FBC requirements.
i Mi slope: ? 2:12 and in accordance with FBC requirements.
j 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 Application Requires 4 Nails/Fasteners
Match Color
STARTER COURSE to Selected
1" and 13" from Each End Armourshake
Shingle
Figure 15.Armour Starter""Leading Edge PIusTM Basic Wind Speed��. Max.194 mph _
(Hawkesbury) Basic Wind Speed(Vasil):._-..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.pywood_existing construction_
...._. _. __...
Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements
--_.
Undeda ment: 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
r...---- _.._ ..... ...__—— _ .........
min. 1"x 12 ga.roofingnails with min.3/8-inch head.
i
i •
i
i
i Standard Application
Requires 4 Nails/Fasteners •
1"horn Each End
•
�I
•
from iotlan�
Figure 16.Leading Edge Plus'"'
IK019002.2 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.
CREEKIKO INDUSTRIES,LTD
..�� 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 undedayment 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.
I
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.
,,•���PaY"R''p�%% 2 02 0.10.2 2
N o 74021
14: 10:00
-04'00'
13 ' STATE OF .'
1, P :��4 � Zachary R. Priest, P.E.
�'i,� ••' O R 1�.•'��`,� Florida Registration No.74021
�� ***C����, 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 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.