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FL30310-R1
Revision
2020
Approved
IKO Industries Ltd
40 Hansen Road South
Brampton, NON -US L6W 3H4
(905)457-2880 Ext4581
william.liu@iko.com
William Liu
william.liu@iko.com
William Liu
40
Hansen Road South
Brampton, FL L6W 3H4
(416)525-3740
william.liu@iko.com
Roofing
Asphalt Shingles
11
Links Search
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL30310 R1 COI IKO19002.2 2020 FBC Eval Shingles final.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 3018 1990
ASTM D 3161 2016
ASTM D 3462 2010
ASTM E 108 2016
TAS 100 1995
TAS 107 2020
hfps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7l pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d
1/2
1 /5/2021
Florida Building Code Online
Equivalence of Product Standards
Certified By
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
Approved for use in HVHZ: Yes
Installation Instructions
FL30310 P1 II IK019002.2 2020 FBC Eval Shingles final.pdf
Verified By: Zachary R. Priest PE-74021
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
other: See evaluation report for limits of use.
Evaluation Reports
FL30310 R1 AE IK019002.2 2020 FBC Eval Shingles final.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
kTSA' PNOW�:` ® E hE'. i,
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hftps://www.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 2/2
c CREEK
_ TECHNICAL SERVICES, LLB:
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905)457-2880
www. i ko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE, fH 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)
I KO-1 14-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
I KO-1 15-02-01
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
I K019002.2
FL30310-R2
Page 1 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GD E E K IKO INDUSTRIES, LTD
jZ Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
IKO-121-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-123-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-125-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-126-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-127-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-128-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-129-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-130-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-131-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-148-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-153-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-171-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-171-02-02
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-171-02-03
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-198-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-198-02-02
TAS 100
2020
PRI Construction Materials Technologies (TST5878)
IKO-198-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-199-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-199-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-199-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-201-02-01
ASTM D 3462
2010A
ASTM E 108
2016
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-201-02-02
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-201-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-202-02-01
ASTM D 3462
2010A
ASTM E 108
2011
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-202-02-02
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-202-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-203-02-01
ASTM D 3462
2010A
ASTM E 108
2011
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-203-02-02
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-203-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-205-02-01
ASTM D 3462
2010A
ASTM E 108
2016
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-205-02-02
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-205-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-206-02-01
ASTM D 3462
2010A
ASTM E 108
2016
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-206-02-02
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-206-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-208-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-217-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-218-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476C0017.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0017.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476C0017.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476C0020.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0020.2
ASTM D 3161
2016
IKO19002.2
FL30310-R2
Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
r CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
476C0020.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476C0033.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0033.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476C0033.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0002
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0003
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0004
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0012
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0013
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
476T0021
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0022
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
476T0023
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0034
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0039
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0040
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0041
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0042
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0043
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0044
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0045
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0046
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0057
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0058
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0059
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0061
ASTM D 7158
2019ael
PRODUCT DESCRIPTION
Roofshake'rm 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 EstateTm
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 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
CambridgeTm 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee, Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltmore@ 13-3/4" x 40-7/8", ASTM D 3161, Class 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'rm Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas, Sylacauga & used in the non-HVHZ only.
Toronto)
Hip & Ridge'rm 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 Plusrm 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 Ridge TM 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumas) and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Armour StarterTm 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
Leading Edge Plus"m 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 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.
t CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
RoofshakeTM' HW Basic Wind S
(Sumas) Basic Wind S
Deck (HVHZ)
Deck
Min. slope:
Installation (Non-HVHZ):
Standard Application
Requires 4 Nails
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 m.Ph...................... ....._.........................
Max...1.50._m.Ph.... ....
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 "4 Nail
Pattern" detailed below.
Nail Line Common Bond
t
Nail
Line
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ on
S-7/8
IK019002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
.......................................... ...................................................... -----....... ..__............................... __.............................. .__....................... _,.............. __........................ _......................... ..._.......................__............. ...... ....._......................... -.............................._.._....................................._.._.._..........
.
Armourshaken" Basic Wind Speed (V„It)........... ..._Max. ........ 1.94..mPh................. ......................... ....
(Sumas) Basic Wind Speed Vasa : Max. 150 m h _.........................................................._._.........................................--
........_.._..........................._._......p.................._...................)................................................................P................_..........................._................................................................................ ......._._....
.....
............................ _..... __.......
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 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.
Standard Application
Requires Nails/Fasteners
Nail Line
Alignment
f Notches
Figure 2. ArmourshakeTm
5 Nail Pattern (Non-HVHZ onlp)
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
/A-x
Alignment Alignment
Notches-0- Notches
z/ --------- %%
Figure 3. Armourshake-
6 Nail Pattern
..................... _.._.__........ _................ _............................................... _..--............................ _..__............................. -......................... -............................... -...................................................... _.......................... ......................... _.......................................................... _.-................................ ....._.._...............
IK019002.2 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
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES,
LLC
_ ..._._.._._..._....._.. -....................................,_....................._.._......................._.__........................_..................,.....
Royal EstateTm
........... ................._..........__.....................__......................._.._......................_._.........................................................................._..........
Basic_Wind Seed (V�ir).......... ..._Max....1.94..m.ph..........._.................. -....................._._........................__............. ....
(Toronto) ....Basic
Wind Speed. (Vasa).........:..._Max.._1_50._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.................._.__..........................................................
i
Installation HVHZ : Installed with 5-7/8 in. exposure in accordance with RAS
p
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
_ _
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
...................................__.._.....................................................................-_..,..........__._...........................__._........................_.........................._.
Pattern" or "6 Nail Pattern" detailed below.,
................................................................_.........................__...................._._........................._.............................. _.._..................................
Standard Application
Requires 4 Nails/Fasteners
t------ •------------ ♦------a
Nails
Figure 4. Royal EstateTM
........ ................................ ..................................... .......... _...._._.
_..........................._4 Nail Pattern (non-HVHZ._n_.Y)..._._.....................__.........................._._..........................__................................._..............
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
1 j
Nails
Figure 5. Royal EstateTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
..._................................................... _.. _.......... _.. _. ... _.............. ._........................... .....................
Crowne Slate Basic Wind Sr
(Toronto) Basic Wind Sf
...
Deck (HVHZ):
Deck
Min. slope:
Installation (Non-HVHZ):
Standard Application
Requires 5 Nails/Fasteners
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 1_.`...4._P....Ph........................ _................................ ... ............................ .
Max.._1.5._m.Ph.__..................... _..................... _. __._.
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
10" EXPOSURE
0===M01i1
Vail Line
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ
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.
FA
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
._._.—................................................,.....................—........................_._._......................._..............
........................
...................
.........__.......................
_.......................
-...............
_.....
_......................
_........................
_.................................
—.._.........
,
DynastyBasic Wind._Speed.._(V„ It............. ..._Max.. 194._mPh............---..................... __.................. _._..................... __..................... _._................................... ...__................. .......
(Calgary (Non-HVHZ), ..._Basic Wind Speed. (Vasil)............_Max..._1.50_m.Ph........................................................ _................. .._.._................ ---................................. _._..... _....
.
Hawkesbury, Kankakee & Deck (HVHZ): In accordance with FBC requirements;
Sumas (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
............................._............................_........................................................................_...................................................._.........................._....................._............................_._....................._._................................_...._..__.........
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
.........................__._.....................__.................__......
NordicTM'
Underlayment: _ In accordance with FBC requirements.
............._.....................--_......................__. ............ __ ,
(Kankakee) Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
and shingles at slopes greater than 21:.12. _
..................._.__._............_(........_...........)........... p _................... ..... _ ...,
Installation HVHZ : Installed with 5-7/8 in. exposure in accordance with RAS
CRC Regency® 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
......................_..._......... ............................._....... _..............................................
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
.............. .................................. _......... __..... ----............... .................... .......................... __.......................... _._.......................... .................... ........................ __.................... _.._......................... _............................._...........................__......................... _.__._......................... __............................................
1-1/4"
ArmourZone
ArmourZone
Standard Application
Requires 4 Mails/Fasteners
Common Bond
i
---------------------------------- -'` .�
-------------------------------------------- `
-- 1_lJ4"
ArmourZone
r7 r7 r7
Figure 7. DynastyTm and NordicT""
4 Nail Pattern (non-HVHZ only __......................._
i.. ............................................................................................ ............... .........
.................._..__ . _.........................__.................................................._..........._..........................__....................................._...........;
ArmourZone
Ar✓m/ourZone --_i
I
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners--
Common Bond
r7
i
----------
__
ArmourZone
5-7/8"
L r7i
Figure 8. DynastyTA° and NordicT""
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.
DEEK IKO INDUSTRIES, LTD
j � Asphalt Shingles
a
TECHNICAL SERVICES, LLC
...... ..................................................... ................................. ..__............... ................................ __........................... _............................. _....... ..... _......................... __.._................... __.................... _..................... —................... _._..................... ---............................... _.._........................................
.
CambridgeTm Basic Wind Speed (V Its_ Max._194._m.ph.....................
(Calgary (Non-HVHZ), Basic Wind Speed (Vasa):.......;.._Max. 1.50..m.Ph...................._
_....................... . ........................... . ............................ _... _............................... .....
Hawkesbury, Hillsboro, 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.
........... _...---...(...................._...__..._............).........__......................_................_._......y............._............................. _......................._._............................................... __............................_�...................................---...._................,
and Underlayment: In accordance with FBC requirements.
_._................._.._....... - .............. _. ............. ,
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreT"" the manufacturer's application instructions when installing
(Calgary (Non-HVHZ), shingles at slopes greater than 21:12. .
Hawkesbu Kankakee,
.............. ......................................)_............................................_....g..................--............._._.........................................................
ry, Installation (HVHZ): ' Installed with 5-7/8 in. exposure in accordance with RAS
Sumas (Non-HVHZ) & 115 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
Pequires 4 Nails/Fasteners
7/8"
.�'---------``•--- Nail
Line
5-7/8
Figure 9. Cambridge'rm and CRC BiltmoreT""
4 Nail Pattern (non-HVHZ only)
..................... _.._.......... .................. _....................... .__............. .......... _.................. __... _............ ...
Nail Line Common Bond
Steep Slope/High Wind Applications \�1
aequires 6 Nails/Fasteners
7/8"
i
i
---:-----�`.'- -�. Nall .�
Line
5-7/8
Figure 10. CambridgeTm and CRC BiltmoreTM
6 Nail Pattern
i....._...- .. ..._...._.......................................... _................................. _..._.... ..... .................. _..... _..................... ............................. _............................._.................... __.................... ..._................... _........................ __................ _.._._........................ ---............................... _................
:
IKO19002.2 FL30310-R2 Page 10 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
..... _........ _............................................................................_.__................._........................... _... _................................. _... _...................... -_,------- __......................... _....................... __.......................... __.................... __......................... ..._..................... ---._............................... -.._ ..............................
,
CRC SuperglassT"" Basic Wind Speed (V„,t):__ Max. 194 mph
.........................._.__.................... ................... ---........................ __... _....................................
Basic Wind S eed
(Calgary .............._.........p... ...... Max 150 m h ......... _ P __....... .
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.
MarathonT'" Plus AR �.......__ ..- ................_ _...........__ ..............
Underlayment In accordance with FBC requirements.
............... __.............__..................._...__..............._ .... .......
Non-HVHZ _.......................
(Calgary ( ). .Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas Non-
( shingles at slopes greater than 21:12. .
HVHZ), Sylacauga &.............................._..............................._._.....................__.............................. __............ ....._.__....................._....................................... .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
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
MarathonT"" requirements and manufacturer's published installation
(Hillsboro &Sylacauga) instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
.................................................................................................._.._..._.....—... _........................__............................._._..........................._..........._.........................................................__......................_..........................._...................._._....._..................--..............................._._...........................,
Standard Application
Requires4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassT"", MarathonT"" Plus AR and MarathonT""
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant Strip
Figure 12. CRC SuperglaSSTM, MarathonTM Plus AR and MarathonTM
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.
r CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip & Ridge TM 12
Basic Wind Speed...(VI?)._......'.._Max.
---............................._.........
194._mph......................................................__....................__..._.................................................._.-.....................................
...........I._............
(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 PIusT""
Deck (Non-HVHZ):
__ ........................... __.......................................................... ..
Solidly sheathed in accordance with FBC requirements.
...-....................._......................_....................._.._................................ ...............................
(Calgary)
Underlayment:
accordance with FBC requirements...
_.._...................._...............
non-HVHZ only)
( Y)
_ .........................._In
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.
tart Direction f prevailing wind
ara -
i II
Perforation Marks
Nails
Cut
6-1/4"
Figure 13. Hip & RidgeTM 12 and
Hip & Ridge PIusTM (non-HVHZ onl
IKO19002.2 FL30310-R2 Page 12 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip and Ridge TM Basic Wind Speed (VIt_ ;Max. 194 mph
.................... -..................... _..-_........................... ...........................................
(Sumas) Basic Wind Speed..a).._.._..._Max. 150._mph...................._......................
.. . .............................. __.._...................._......................__......................._._..............................._....._
Deck (Non-HVHZ)_ ...................
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
Dire&lon of prevailing wind
Perforation Marks
I 1
15-5/8
1 _
•' 1
1 1
1 1"Taper Cut
1 6-1/4"
V optional Taper Cut
Figure 14. Hip and Ridge TM (non-HVHZ on
IKO19002.2 FL30310-R2 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
TECHNICAL SERVICES, LLC
...................................................... _._._._............ __...............................
_.
Armour Starter""" Basic Wind S
(Sumas) Basic Wind S1
Deck (HVHZ):
Deck
Min. slope:
Installation
IKO INDUSTRIES, LTD
Asphalt Shingles
Max__Il_94._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.
a — ...._. _...... *e ..... __... .........
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 aa. roofina nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
15. Armour StarterTm
Match Color
to Selected
Armourshake
Shingle
Leading Edge PIUSTM Basic Wind Speed (V"it) Max. 194 mph
......................... _............. _...... __............................. _................................ _.............................
(Hawkesbury) Basic Wind Speed (Vasil) Max. 150 mph
..... .... ... ....... _.................... __................... _.... _................................. ...............................
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
__............................._.._._........................__.................. .._..... ...._..__................. _..............................
Deck (Non-HVHZ): ' Solidly sheathed in accordance with FBC requirements.
..--- ................---........... ..............._�.—_............
i.._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 oa. roofina nails with min. 3/8-inch head.
Standard Application
Requires 4 Nails/Fasteners T from Each End
Figure 16. Leading Edge PlusTm
3' to 4" from Bottom
IKO19002.2 FL30310-R2 Page 14 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK 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 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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
,,,,,,RY„R 2020.10.22
`c,`�P• • Ri
`0 E Ns�14:10:00
No 74021 •
� Oiplttlry tl0n<e V 2ecery R. PMe.t
-04'00'
STATE OF -Z
�0�.•.,c P •,• w Zachary R. Priest, P.E.
�i <0 O .• ��. Florida Registration No. 74021
ONA`����� Organization No. ANE11669
�1II11III�
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
IK019002.2 FL30310-R2 Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 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.