HomeMy WebLinkAboutAPPROVED IKO-shingle product approval5/26/2021
Florida Building Code Online
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ApprQval Menu > Product orApph tion Search > 8ppbca6on List > Appllcatlon Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL30310-R1
Revision
2020
Approved
IKO Industries Ltd
40 Hansen Road South
Brampton, NON -US L6W 31-14
(905) 457-2880 Ext 4581
william,liu@iko.com
William Liu
william,liu@iko,com
William Liu
40
Hansen Road South
Brampton, FL L6W 31-14
(416)525-3740
william,liu@iko,com
Roofing
Asphalt Shingles
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 FL 0310 RI Col IKo1R n-) ) 2020 FBC E..I 5hingjQs finalpdf
Referenced Standard and Year (of Standard)
$Aandarg
ASTM D 3018
Year
ASTM D 3161
1990
ASTM D 3462
2016
ASTM E 108
2010
TAS 100
2016
TAS 107
1995
2020
Equivalence of Product Standards
Certified By
https:I/www.floridabuilding.OrgYprIpr_app_dtl.aspx?param=wGEVXQwtDgvH%2t)ffZfJPUCSn6k7l pZ96MbxnNUZ,3Q76B4ygcSbcE8w%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 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 R3 II IK019002 2 2020 FBC Eval Shingles final.prlf
Approved for use outside Wil Yes Verified By: Zachary R. Priest PE-74021
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See evaluation report for limits of use. FL30310 R1 AE IK019002 2 2020 FBC Eval Shingles final pdf
Created by Independent Third Party: Yes
00
Contact Us:: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Colin ht 2007-2013 State of Florida, :: Privacy Statement :: Access'b-rty Statement c 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
mad 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 smalls
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 45S, F.S., please click here .
product Approval Accepts:
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htlps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQMDgvH%2bffZfjjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 2/2
CREEK
TECHNICAL, SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
EVALUATION REPORT Z
FLORIDA BUILDING tuODE, '/Te EDITION (2020)
Manufacturer: IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3114
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
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
Ent!
FM Approvals (TST7867)
Report No
Standard
Year
FM Approvals (TST1867)
3036971
FM 4475
2010
3040947
FM 4475
2010
FM Approvals (TST7867)
3041689
ASTM E 108
2016
FM Approvals (TST1867)
3044376
FM 4475
2010
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
304
FM 4475
2010
PRI Construction Materials Technologies (TST5878)
IKO-050-O50-02-01
FM 4475
PRI Construction Materials Technologies (TST5878)
IKO-051-02-01
TAS 100
1995 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
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
ASTM D 3462
2010A
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
TAS
1010
PRI Construction Materials Technologies (TST5878)
IKO-096-02-01
D 62
3462
PRI Construction Materials Technologies (TST5878)
IKO-099-02-01
ASTM D
2010A
PRI Construction Materials Technologies (TST5878)
IKO-100-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-114-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
IKO-115-02.01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-117-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-120-02-01
TAS 100
1995
ASTM D 3462
2010A
This evaluation report is provided for State of Florida protluct approval under Rule Page I of 15
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
specifically addressed herein. re express nor imply warranty, installation, recommended use, or other product attributes that anot
® CREEK
KO 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
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
PRI Construction Materials Technologies (TST5878)
IKO-129-02-01
ASTM D 3161
ASTM D 3462
2016
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
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
ASTM D 3161
ASTM D 3462
2016
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
PRI Construction Materials Technologies (TST5878)
IKO-171-02-03
ASTM D 3161
TAS 100
2016
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
PRI Construction Materials Technologies (TST5878)
IKO-201-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E1
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
PRI Construction Materials Technologies (TST5878)
IKO-202-02-02
ASTM D 3018
TAS 107
1990(R94)El
2020
PRI Construction Materials Technologies (TST5878)
IKO-202-02-07
ASTM D 3161
TAS 100
2016
1995
PRI Construction Materials Technologies (TST5878)
IKO-203-02-01
ASTM D 3462
2010A
ASTM E 108
2011
PRI Construction Materials Technologies (TST5878)
IKO-203-02-02
ASTM D 3018
ASTM D 3161
1990(R94)El
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
PRI Construction Materials Technologies (TST5878)
IKO-205-02-02
ASTM D 3018
ASTM D 3161
1990(R94)Et
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
PRI Construction Materials Technologies (TST5878)
IKO-206-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E1
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)
476Co017,1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0017.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476C001 T3
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
9002.2
2 of 15
i nis 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
Entitv
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Report No.
476C0020.3
476C0033.1
476C0033.2
476C0033.3
476T0002
476T0003
476T0004
476T0012
476T0013
476T0021
476T0022
476T0023
476T0034
476T0039
476T0040
476T0041
476T0042
476T0043
476T0044
PRI Construction
Materials Technologies (TST5878)
476T0045
PRI Construction
Materials Technologies (TST5878)
476T0046
PRI Construction
Materials Technologies (TST5878)
476T0057
PRI Construction
Materials Technologies (TST5878)
476T0058
PRI Construction
Materials Technologies (TST5878)
476T0059
PRI Construction
Materials Technologies (TST5878)
476T0061
PRODUCT DESCRIPTION
Standard
ASTM E 108
ASTM D 3462
ASTM D 3161
ASTM E 108
ASTM D 3462
TAS 100
ASTM D 3161
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM E 108
ASTM D 3462
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM D 3018
TAS 100
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM E 108
ASTM D 3161
ASTM D 7158
IKO INDUSTRIES, LTD
Asphalt Shingles
Year
2016
2010A
2016
2016
2010A
1995
2016
2010A
1990(R94)El
2016
2020
2010A
1990(R94)E1
2016
2020
2016
2010A
2010A
1990(R94)E1
2016
1995
2010A
1990(R94)E1
1995
2010A
1990(R94)E7
2016
1995
2010A
2016
2016
2019ael
RoofshakeTm Hill
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 39-1/2", 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
13-314" 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
133/4" 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 ;.FL30316-F Page 3 of 15
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
1 F.0 HNICAL SERVICES, LLC Asphalt Shingles
C Calgary, Ha
• 1 4"'x 40-7/8" Agt 316f;-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,
13-3/4" x 40.7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying ASTM
Sumas & Toronto)
with D 3462.
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency®
(Calgary &Hawkesbury)
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with complying
granules with ASTM D 3462.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
CRC Superglass@
(Calgary, Hawkesbury &
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
Toronto)
surfaced with granules complying
with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon TM Plus AR
(Calgary, Hawkesbury,
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
Hillsboro, Kankakee,
Sumas, Sylacauga &
surfaced with granules complying
with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
used in the non-HVHZ only.
Toronto)
Hip & Ridge TM 12
(Kankakee & Sylacauga)
13-1/4" 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.
Hip & Ridge PIusTM 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 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 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 ArmourshakeTM 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 61020-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
IKOINDUSTRIES,LTD
AsphaltsphaltShingles
RoofshakeTm HW
Basic Wind Speed.(V,):
Max. 194 mph
(Sumas)
Basic Wind Speed (Vasd)
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (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. Roofshake TM HW
4 Nail Pattern (Non-HVHZ only)
5-7/8
IKO19002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
ArmourshakeM
(Sumas)
IKO INDUSTRIES, LTD
Asphalt Shingles
Basic Wind Speed (V„u)
Max. 194 mph
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
Solidly sheathed in accordance with FBC requirements.
Underhlaomeyment: t
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 12
Installation (HVHZ):
Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
.
below.
Installation (Non-HVHZ)
Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either '5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Nail
Align
Notc
Standard Application
Requires 5 Nails/Fasteners
Figure 2. ArmourshakeM
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
IKO190022 ?
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
TECHNICAL SERVICES, LLC Asphalt Shingles
Royal Estate TM . Basic Wind Speed (V,q):
(Toronto) Basic Wind Speed (Vasa)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
tff-►
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 to 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
Nails
Figure 4. Royal Estate TIM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
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 61020-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid,
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
�CrowneSlate
i
Basic Wind Speed (Vw,)
Max. 194 mph
(Toronto)
Basic Wind Speed (Vasd)
Max, 150 mph. _ --
-:
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing '..
construction.
Deck (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 "5 Nail
,......
Pattern" detailed below.
Nall Li
Standard Application
Requires 5 Nails/Fasteners
MGM, =MIi
MEN0111
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only)
IKO19002.2 FL30310-R2.. Page 6 of 15
This evaluation report is provided for State of Florida product approval urla�r 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
TFCHNICAL SERVICES, LLC;
Dynastyr"^
. Basic Wind Speed (Vui,)
(Calgary (Non-HVHZ),
Basic Wind Speed (VaId)
Hawkesbury, Kankakee &
Deck (HVHZ):
Sumas (Non-HVHZ))
and
Nordick
Deck(Non-HVHZ):
(Kankakee)
Underlayment
Min. slope:
and
CRC Regency®
Installation (HVHZ):
Installation (Non-HVHZ)
S
rw
Steep'.
Requin
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 inexposure 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 1/4'
IKO19002.2 FL30310-R2 -J Page 9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation repon 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
TECFINICAL SERVICES, 1-1 (
Basic Wind Speed (V,)
Max. 194 mph
ary on-HVHZ),
Basic Wind Speed (V,,,)
Max. 150 mph
Hawkesbury, Hillsboro,
j Deck (HVHZ):
In accordance with FBC requirements;'..
Kankakee, Sumas,
'
Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga, Toronto (Non-
new construction; Min. 15/32 in. plywood existing
HVHZ) & Wilmington)
construction.
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
and
Underlayment
In accordance with FBC requirements .
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreTM
the manufacturer's application instructions when installing
(Calgary (Non-HVHZ),
shingles at slopes greater than 21:12. .
Hawkesbury, Kankakee,
Installation (HVHZ):
Installed with 5-7/8 in. exposure in accordance with RAS
Sumas (Non-HVHZ) &
'',
1115 and manufacturer's published installation instructions.
Toronto (Non-HVHZ))
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.
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
Nail
Line
Figure 9. Cambridge TM and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Recluires6 Nails/Fasteners
ail
!no
'Figure 10. Cambridge TM and CRC BiltmoreTM
6 Nail Pattern
IKO19002,2
�7/811
S-7/8
5-7/8
10 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, I... L.0
CRC SuperglaSSTM
Basic Wind Speed (V„i,)
(Calgary (Non-HVHZ),
Basic Wind Speed (Vmd)
Hawkesbury, & Toronto
Deck (HVHZ):
(Non-HVHZ))
',...
and
Deck (Non-HVHZ):
Marathon TM Plus AR
Underlayment:
(Calgary (Non-HVHZ),
Min. slope:
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Installation (HVHZ):
Toronto (Non-HVHZ))
and
MarathonTM
Installation (Non-HVHZ)
(Hillsboro & Sylacauga)
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194mph
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.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassT" , Marathon TNI Plus AR and MarathonTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant
Figure 12. CRC SuperglasSTM, Marathonrm Plus AR and Marathon TM
6 Nail Pattern
IKO19002.2 FL30310-R2 r 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.
CREEKIKO INDUSTRIES hi LTD
i� Asphalt Shingles
TECHNICAL SERVICES. L.LC
Hip & Ridge TM 12 Basic Wind Speed (Vw,) Max. 194 mph
(Kankakee & Sylacauga) Basic Wind Speed (Vasa) 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) 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.
Direction of prevailing wind
Nalls
Perforation Marks
I 1
15
1
I 1
\ � I
1 I
1�1 1"Taper Cut
6.1/4"
1
Figure 13. Hip & RidgeTM 12 and
Hip & Ridge PlUSTM (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
TECHNICALSERVICES. ( t C:
Hip and RidgeTM Basic Wind Speed (V,,,):
(Sumas) Basic Wind Speed (Vasa):
Deck(Non-HVHZ):
Underlayment
Min. slope:
Installation:
0
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph'.
Max.150 mph
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements. _
2 12 and in accordance with FBC requirements '..
Installed with 5-5/8 inch exposure, in accordance with the '..
FBC and manufacturer's published installation instructions. '..
The direction of the exposed end shall be away from the
prevailing wind
Nails
r
Direction of prevailing wind o'
Perforation Marks
Figure 14. Hip and Ridge TM
• 1
,• Taper Cut
0 r a-va• �
V optional Taper Cut
IKO19002.2 FL30310-R2 ,ij Page 13 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES. LLC
'.. Armour Starter TM Basic Wind Speed. (V„u) Max. 194 mph
(Sumas) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
'.. Min. 15/32 in plywood existing construction
'.. Deck (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
,41
Match Color
to Selected
Armourshake
Shingle
Figure 15. Armour Starter TM
Leading Edge PIusTM Basic Wind Speed (V,i)Max. 194 mph
(Hawkesbury) Basic Wind Speed (Vasd) Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
Deck (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
I" from Each End
Figure 16. Leading Edge Plus'"
3- to S' from Bottom�
x
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.
1 CREEK IKO 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 underiayment 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 manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 71" Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
2020.10.22
d No 74021
41
STAT
04'00'
:
E OF �/�
Zachary R. Priest, P.E.
��t`S'S�
�.; 0 R •� P•0��,�� Florida Registration No. 74021
��i�
�OfVA1 1 �0% 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
IIH0SGIrARAK
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.