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4%4/F.= Florida Building Code Online
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Florida
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.► Product Approval RECEIVED
USER: Public User
Era
Product Approval Menu > Product or Application Search > Application List > Application Detail
JAN 12 � a�
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�(: "._. FL # FL30310-R1
St.. Lucie County
Permittinn
Application Type Revision
Code Version 2020
Application Status. Approved REVIEWED
FOR
1 °j a . p� p�
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Comments C®UDE CO6� MANCE
Archived STo LUCIE COUNTY BOCC
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Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3H4
(905)m.liu@ ko. Ext 4581 FILE COnu
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 3114
I (416) 525-3740
william.liu@iko.com
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Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
U Evaluation Report - Hardcopy Received
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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
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jCertificate of Independence FL30310 RI COI IK019002.2 2020 FBC Eval Shingles final.p_df
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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
https://floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7l pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 112
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4/4/2021 Florida Building Code Online .
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Sections from the Code t
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Product Approval Method Method 1 Option D
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Date Submitted 10/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020 .
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Summary of Products
FL #
Model, Number or Name
Description
30310.1
IKO Shingles
ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
starter strip & shingle strip
Limits of.,Use
Installation Instructions
Approved for use in HVHZ: Yes
FL30310 R1 II IKO19002.2 2020 FBC Eval Shingles final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Evaluation Reports
Other: See evaluation report for limits of use.
FL30310 R1 AE IK019002.2 2020 FBC Eval Shingles final.p,df
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Created by Independent Third Party: Yes
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tack Kid
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Access(bility Statement :: Refund Statement
Under Florida law, email addressesl 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 emaiis
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:
l ® Kk 'ems
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https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d
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2/2
W-10,17
_ m L
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
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, FL33647
(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 -
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
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.
"u I
CREEKAsphalt
IKO INDUSTRIES, LTD
Shingles
TECHNICAL SERVICE IS' LLC
I
Enti
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
l
PRI Construction Materials Technologies (TST5878)
IKO-126-02-01
ASTM D 3161
TAS 100
2016
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
2016A
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
1 .1
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 Technologiells (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
PRI Construction Materials Technologies! (TST5878)
IKO-202-02-07
ASTM D 3161
TAS 100
2016
1995
PRI Construction Materials Technologiesl (TST5878)
IKO-203-02-01
ASTM D 3462
2010A
l
ASTM E 108
.2011
PRI Construction Materials Technologies, (TST5878)
IKO-203-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E9
2016
PRI Construction Materials TechnologiesI(TST5878)
IKO-203-02-07
TAS 100
1995
PRI Construction Materials TechnologiesI(TST5878)
IKO-205-02-01
ASTM D 3462
2010A
l
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
(TST5878)
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies
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)
I
476C0020.2
ASTM D 3161
2016
IK019002.2 !,
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.
E E K
IKO INDUSTRIES, LTD
_ Asphalt Shingles
TECHNICAL. SERVICES, LLC
Enti
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)
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)
476T0O22 ASTM D 3161 2016
TAS107 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)
476T0O40 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878)
476T0O41 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
RoofshakeTm 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.
ArmourshakeTIM 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 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.
i
IK0 INDUSTRIES, LTC
Q R E E K 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®
(Calgary, Hawkesbury,
Sumas & Toronto)
CRC Regency®
(Calgary & Hawkesbury)
CRC Superglass®
(Calgary, Hawkesbury &
Toronto)
Marathon TM Plus AR
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga &
Toronto)
Hip & RidgeTm 12
(Kankakee & Sylacauga)
Hip & Ridge PIusTM
(Calgary)
Hip and Ridge TM
(Sumas)
Armour Starter"
(Sumas)
Leading Edge PlusTM
(Hawkesbury)
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing;. fiberglass reinforced; laminated
architectural asphalt shingle .surfaced with granules complying with ASTM D .346.2.
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
13-3/4" x 40-7/8", ASTMCl D 3161, Cass F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
13-1N' x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
13-1/4�' x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
used in the non-HVHZ only.
13-1/41' x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
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.
13-1/41' 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 granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
shingle strip surfaced with granules complying with ASTM D 3462.
IKO19002.2 I 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
TECHNICAL. SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
RoofshakeTm HW
Basic Wind Speed (V it):
Max. 194 mph
Basic Wind Speed (Vasa):
Max. 150 mph
(Sumas)
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 1.5/32 in. plywood existing
construction.
Deck Non=HVHZ :.
Solidly sheathed in accordance with FBC re uirements.
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.
Nail Line 'Comrnon Bond'
ppl(cation
Nails
mft'l�w-
-7/8
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.
i
IKO INDUSTRIES, LTD
CREEK � � � � Asphalt Shingles
TECHNICAL- SERVICES, LLC
ArmourshakeTM Basic Wind Speed V„ it :
(Sumas) Basic_Wind Speed �Sa)_
Deck (HVHZ):
I
Deck Non-HVHZ
Underla' ment:
Min. slope:
I
Installation (HVHZ):
I'
Installation (Non-HVHZ):
Max. 194 mph
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. plywood existing
construction.
Solidly sheathed in accordance with FBC requirements:
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. -Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 2. ArmourshakeT"'
5 Nail Pattern (Non-HVHZ onl
Figure 3. ArmourshakeTM
6 Nail Pattern
I
IKO19002.2 FL30310-R2 Page 6 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.
I
I
i
" . CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Royal EstateTm
Basic Wind Steed V„ it :
Max. 194 mph
(Toronto)
Basic Wind Speed (Vasa):
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.
Underla merit:
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
Requires 4 Nail's/Fasteners
Nails
Figure 4. Royal Estate TM
4 Nail Pattern (non-HVHZ only)
Steep; Slope/'W9h,WI-nd,App:lications_s
Requires 6 Nails/Fasteners
Nails
Figure S. Royal EstateTA°
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.
a' ^ CREEK � IKO INDUSTRIES, LTD
Asphalt Shingles
.. TECHNICAL SERVICES, LLC .
Crowne Slate Lqasic
(Toronto) Basic
una
Min.
I nst,
I
Standard Appllcall on
k..
Requlres`�S 'Nailsj)=asteners
_ Max. 194 mph
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. plywood existing
construction.
Solidly sheathed in accordance with FBC requirements.
_ In accordance with.FBC requirements.
2:12 and in accordance with FBC. requirements. Refer. to.
the manufacturer's application instructions when :installing
shingles at slopes greater 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.
Nail"Line
I
Figure 6. Crown Slate
1 5 Nail Pattern (Non=HVHZ only)
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IK019002.2 FL30310-R2 Page 8 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. j
I
I
CREEK
TECHNICAL SERVICES, LLC
DynastyTM
Basic Wind Spee(
(Calgary (Non-HVHZ),
Basic Wind S eec
Hawkesbury, Kankakee &
Deck (HVHZ):
Sumas (Non-HVHZ))
and
Deck (Non-HVHZ
NordICTM
Underla ment:
(Kankakee)
Min. slope:
and
CRC Regency® Installation (HVHZ):
Installation (Non-HVHZ):
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph
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. plywood existing
construction.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.. Refer to.
the manufacturer's application instructions when installing
shingles 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
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
1.V4l.
Figure 7. Dynasty TM and NordicTM
4 Nail Pattern (non-HVHZ oniv)
j :Steep-SlQp:eJHlgh W nd] A. "0cati.ons
Requires 6=Na;lls%Fa"sterie;rs,
Figure 8. DynastyTA° 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.
y4 ' CREEK
TECHNICAL SERVICES, .I L.0
Cambridge TM
(Calgary (Non-HVHZ),
Hawkesbury; Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
and .
CRC Biltmore7m
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
a®
IKO INDUSTRIES, LTD ,
Asphalt Shingles
Basic Wind Speed V„ it :
Max. 194 mph
Basic Wind Speed Nod):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
Underlayment:
In. accordance.with FBC requirements.
Min. slope:
2:12 and, in accordance, with FBC requirements. Refer to
the manufacturer's application. instructions when, installing
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8. in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern", detailed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 9. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
II'1,11Cf' p pl i cats ads_
:� ,
Figure 10. CambridgeTm and CRC BiltmoreTM
6 Nail Pattern
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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. I
H CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
CRC SuperglassT11
Basic Wind Speed (V it):
Max. 194 mph
Basic Wind Speed (Vasd)
Max. 150 mph
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
Deck (HVHZ):
In accordance with FBC requirements;
(Non-HVHZ))
Solidly sheathed min. 19/32 in. plywood or wood plank for
and
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):.
Solidly sheathed in accordance with FBC requirements.
MarathonT"' Plus AR
Underlay merit:
In accordance with FBC requirements.
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
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.
and
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
MarathonTm
(Hillsboro & Sylacauga)
Pattern" or "6 Nail Pattern" detailed below.
Standard--A"pplica:tion
Reauires'4 Nail's/Fasteners
Sealant`Strip
Figure 11. CRC SuperglassTM, MarathonTM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Appllcatio:ns
Requires 6 Nail's/Fasteners
'Sealant Strip,
Figure 12. CRC SuperglassTM, Marathon TMPlus 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.
I-
CREEK
I
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip & RidgeTm 12 Basic Wind Speed V„ it : Max. 194 mph
(Kankakee & Sylacauga) Basic Wind Speed Vasd : Max. 150 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) Underla 'ment: In accordance with FBC requirements..
(non=HVHZ only) Min: slo 'e: 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..
Parfnratlnn Nlark�+
Figure 13. Hip & RidgeTM 12 and
ip & Ridge PIuSTM (non-HVHZ onl
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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. I
s CREEK
` TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
.Asphalt Shingles
Hip and Ridge TM
(Sumas)
Basic Wind Speed (V,,It):
Max. 194 mph
Basic Wind Speed (Vasa):
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.
:Halls
Pe aorIaiion'Marks
I: •I 1.
I` A I;
'�' �I'r�■� i�c.:'��� ai� art' �.iri +�i
Iti i t
Figure 14. Hip and Rio
1 1
k_
1 1 Tapet Cut'
1;
T'optional`"Taper Cut
TM (non-HVHZ
IKO19002.2 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.
I .
I
I
CREEK
=t` I
" TECHNICAL SERVICES, LLC
Armour StarterTM Basic Wind
(Sumas) Basic Wind
Deck (HVH
Deck Non-
Underla rn
Min. slo6e.
Installation:
.I
IKO INDUSTRIES, LTD
Asphalt Shingles
V„ir : Max. 194 mph
Vasil : 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. plywood existing 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 aa. roofina nails with. min. 3/8-inch head.
"j Match'Color
STARTER COURSE to.Selected,
1" arld,13 °from;'Eacli Erick Arlraourshalte
� Shingle,
Figure 15. Armour Starter"'
Leading Edge PIusTA9 Basic Wind
(Hawkesbury) Basic Wind
Deck (HVH
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Deck (Non -
I
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Staridard Applic..ap6n l,.
Requires 4Nails/Fasteners
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d Vui, : Max. 194 mph
d Vasil : Max. 150 mph
In accordance with. FBC requirements; Solidly sheathed
rein. 19/32 in. plywood or wood, plank for new construction;
Mina 15/32 in. plywood existing construction.
Solidly sheathed in accordance with FBC requirements.
Inaccordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed in accordance with the FBC and manufacturers
published installation instructions. Shall be attached with
min. 1" x 12 ga. roofing nails with min. 3/8-inch head.
T from each End
3;10 4" from Bottom
re 16. Leading Edge Plus'
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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.
I
I
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, eave in horizontal layers suchthat 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, 7rh Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
,,,,,,u,r„rr,,,,, 2020.10.22
.` ,G� ' RG N . P �''
E •R �''.
S Fs 14:10:00
No 74.021 >,
o a ride am , . • .w«.,.
�. giriW Y. M
-04'00'
�13 STATE OF
Zachary R. Priest, P.E.
�.<.O R 1. .P C?N Florida Registration No: 74021
ONA `�� Organization No. AN El1669
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
IKO19002.2 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.