HomeMy WebLinkAboutAPPROVED IKO Shingle product approval5/26/2021 Florida Building Code Online
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Product Agprovai Menu > Product Application 'earcn > ApplicalionLs. n Application Detail
c.41.1,E7rl'. FL#
FFL30310-RI
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3H4
(905) 457-2880 Ext 4581
william.liu@iko.com
Authorized Signature William Liu
william.liu@iko.com
Technical Representative William Liu
Address/Phone/Emaii 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
fit
Contact us BCIS Site Map Links Search
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 Rl C01 IKOI9002.2 2020 FBC Evai 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
https://www.Ooridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7l
pZ96MbxnNUZe3Q76B4ygc5bcE8w%3d%3d
112
5/26/2021
Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020
Summary of Products
FL # Model, Number or Name Description
30310.1 TKO 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 IT IK019002.2 2020 FBC Eval Shingles final.pdf
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 Rt AE IKO19002 2 2020 FBC foal Shingles f:nal.pdf
Created by Independent Third Party: Yes
contact us : 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850 487-1824
The State of Florida a an avvP2o employer. Copyright 2007-2013 State of for Privac 5ta[em [ Accessibility Statement Refund Statement
Under Florida law, email addresses are public records. If you on not want your a -mail address released in response to a public -records rcourier, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad, if you have any questions, please contact 850.487.1395, 'Pursuant to Settled 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address A they have one. The emsls
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 d you are a licensee under Chapter 455, FS., please click here
Product Approval Accepts:
_ W WE FLherM
https://www.Floridabuilding.org/pr/pr_app_dtl. aspx7param=wGEVXQwtDgvH%2bffZflpUCSn6k71 pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 212
CREEK
TECHNICAL SERVICES, LLC
17/tR p_A I Cd : I A 4 as] ZI I
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
i IKO INDUSTRI9S, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905)457-2880
www.lko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Somas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
BUILDING CODE, 7'a EDITION
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 1
3036971
FM 4475
2010
FM Approvals 1
3040947
FM 4475
2010
ASTM E 108
2016
FM Approvals 1
3041689
FM 4475
2010
FM Approvals 1
3044376
FM 4475
2010
FM Approvals 1
3045254
FM 4475
2010
FM Approvals 1
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
rk5b310-R
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.
rj
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Enli
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)El
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)El
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 316l
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
tt-FUMM0-R2 n
Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entitv
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)Ei
PRI Construction
Materials Technologies (TST5878)
476T0043
TAS 100
1995
PRI Construction
Materials Technologies (TST5878)
476T0044
ASTM D 3462
2010A
ASTM D 3018
1990(R94)Ei
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
RoofshakeW 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.
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.
Crowns Slate
13-1/4" x 39-112",
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)
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.
IK019002.2 FL30310-R41 Page 3 of 15
This evaluation report is provided for State of Florida product approval Mar 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
1 I '. I i NICAL SERVICES. I I C
Cambridge 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 Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltmore®
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Sumas & Toronto)
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency®
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary & Hawkesbury)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
CRC Superglass®
13.1/4" x 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 & Ridgerm 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 PIusT" 13414: 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 RldgeTm 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 StarterT 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 PIusM 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.
IKO190022 IG FL30310-R2 f Page 4 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
-TECHNICAL SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
RoofshakeTm HW Basic Wind Speed (V„„): Max. 194 mph
(Sumas) 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
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 (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.
Standard Application
Requires 4 Nails
Nail
Line
Figure 1. RoofshakeTM" HW
4 Nail Pattern (Non-HVHZ only)
5-7/8
IKO19002.2 L. FL30310-RO Page 5 of 15
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Armourshake Tiv Basic Wind Speed (V,i,)
(Sumas) Basic Wind Speed (Vase)
Deck(HVHZ):
Deck(Non-HVHZ):
Underlayment
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
Nail I
Align
Nott
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph
Max. 150 mph _
In accordance with FBC requirements;
Solidly sheathed min. 19132 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.
Standard Application
Requires 5 Nails/Fasteners
Nall Line
Alignment
Notches
Figure 2. Armourshake TM
5 Nail Pattern (Non-HVHZ only)
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Figure 3. ArmourshakeTM
6 Nail Pattern
Alignment
` Notches
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.
CREEK
TECHNICAL SERVICES, LLC
Royal EstateTm Basic Wind. Sr
(Toronto) Basic Wind, Sr
Deck(HVHZ):
IKO19002.2
IKO INDUSTRIES, LTD
Asphalt Shingles
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
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 'A Nail '..
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
Nails
Figure 4. Royal Estate TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/Hlgh Wind Applicatlons
Requires 6 Nails/Fasteners
Nalls
Figure 5. Royal Estate TM
6 Nail Pattern
7 of
This evaluation report is provided for Stale of Florida product approval under Rule 61620-3. 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
IKO INDUSTRIES, LTD
Asphalt Shingles
Crowne Slate Basic Wind Speed (V, t) Max. 194 mph
(Toronto) Basic Wind Speed.(VaId) 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
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 (Non-HVHZ): Installed with 5-V8 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
Standard Application .�
Requires 5 Nails/Fasteners
Nail Line 10"�
1
I � /
Figure 6. Crown Slate
5 Nail Pattern (NOn-HVH2 only)
IK019002.2
8 of 15
This evaluation report is provided for State of Florida product approval UMU§rRule 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.
5 CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Dynasty TM Basic Wind Speed (V„u). Max. 194 mph '..
(Calgary (Non-HVHZ), Basic Wind Speed (Vasd) Max. 150 mph '..
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 nnnstructinn
Nordic TM
(Kankakee)
and
',. CRC Regency®
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 allached 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
---•----•it'-----•-----'- -
Figure 7. Dynasty" and NordiCTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
IKO19002.2
Figure 8. Dynasty TM and Nordic TM
6 Nail Pattern
FL30310-R2
9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Cambridge*"' ,
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
. HVHZ) & Wilmington)
and
CRC Blltmore7m
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
IKO INDUSTRIES, LTD
Asphalt Shingles
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in, plywood existing '..
construction.
Deck (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 A Nail
Pattern" or "6 Nail Pattern" detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
Nail
Line
Figure 9. CambridgeT"^ and CRC BiltmoreTm
4 Nail Pattern (non-HVHZ only)
steep Slope/High Wind Applications
Requires6 Nails/Fasteners
ail
line
Nall Line
Figure 10. CambridgeTm and CRC BiltmoreT
6 Nail Pattern
7/8"
r
5-7/8
Common Bond
7/8"
5-7/8
IK019002.2 f FL30310-R2 "7 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
KO INDUSTRIES, LTD
®
Asphalt Shingles
TECHNICAL_ SERVICES,
LLC
CRC SuperglassTm
Basic Wind Speed (Vo)
Max. 194 mph
(Calgary (Non-HVHZ),
Basic Wind Speed (Vase)
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 (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
Marathon M Plus AR
Underlayment
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 2112 .
HVHZ), Sylacauga &
Installation (HVHZ):
Installed with 5-7/8 in. exposure in accordance with RAS
Toronto (Non-HVHZ))
115 and manufacturer's published installation instructions
Shingles shall be attached using "6 Nail Pattern" detailed '..
and
'... below.
Installation (Non-HVHZ):
'.. Installed with 5-7/8 in. exposure in accordance with FBC
MarathonTM
requirements and manufacturer's published installation
(Hillsboro &Sylacauga)
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nalls/Fasteners
Sealant Strip
Figure 11. CRC SuperglasSTM, Marathon M Plus AR and MarathonT
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant
Figure U. CRC SuperglaSSTM, Marathon TM Plus AR and Marathon TM
6 Nail Pattern
IKO19002.2
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.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES,
1_L.0
Hip & RidgeTM 12
Basic Wind Speed (V„i,)
Max. 194 mph
(Kankakee & Sylacauga)
Basic Wind Speed.(Vnd)
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
Hi'..
P & Ridge 9 PIUSTM
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
(Calgary)
Underlayment
In accordance with FBC requirements
(non-HVHZ only)
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.
Perforation Marks
M
Direction prevailing wince
Nails
i
1
1°TeperCut
I B-1/4° I
Figure 13. Hip & Ridge TM 12 and
Hip & Ridge PlusTm (non-HVHZ only)
IKO19002.2 0NWW 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 Ridge TM
Basic Wind Speed (V„i,)
Max. 194 mph
(Sumas)
Basic Wind Speed (Vasd)
Max. 150 mph
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
Underlayment
In accordance with FBC requirements.
Min. slope:
2 12 and in accordance with FBC requirements.
Installation:
Installed with 5-5/8 inch exposure, in accordance with the
'..
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
..,...
prevailing wind. _
Nails...
Direction of prevailing wind
Perforation Marks
I I I
� I I
i
a ai a a r r r a a
i
I i
I i
i
IK019002.2
v Optional Taper Cut
Figure 14. Hip and Ridge TIM (non-HVHZonly)
FL30310-R21
1°Taper Cut
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 Starter TM Basic Wind Speed IV,) Max. 194 mph
(Sumas) 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.
Underlayment In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1' x 12 ga.,roofing nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
15. Armour Starter'"
Match Color
to Selected
Armourshake
Shingle
Leading Edge PIusTM Basic Wind Speed (V"u): - Max. 194 mph
(Hawkesbury) Basic Wind Speed (Vaau) Max. 150 mph j
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. '..
.......1 -. .....
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment In accordance with FBC requirements.
Min. slope:2:12 and ,n accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1' x 12 ga. roofing nails with min. 3/8-inch head. '..
Standard Application
Requires 4 Nalle/Fasteners
I"from Each find
•
�r•
S'to 4" from Bottom/
Figure 16. Leading Edge Pluslm
IKO19002.2 ONNIPWIREm=W 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 It in the HVHZ.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck,
6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61320-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 71h Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
„It l l rlr,,,
�%* AY R. P10
o P
q .
No 74021
13 STATE OF ' 44/�
�,.
40R10P;�,�`
CERTIFICATION OF INDEPENDENCE
2020.10.22
�12,i"�- 14:10:00
-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
FL30310-R2 '
Wn. S&1
This evaluation report is provided for State of Florida product approval under Rule 51020-3. 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.