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FL# Type Manufacturer
Validated By. Status
FL30310- Revision IKO Industries Ltd
Steven M.
Approved
R1 FL#: FL30310.1
Urich, PE
History Model: IKO Shingles
(717) 317-
Description: ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
8454
starter strip & shingle strip
Category: Roofing
Subcategory: Asphalt Shingles
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cop_Yright 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 emads
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 .
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https://www.floridabuilding.org/pr/pr_app_lst.aspx
<f
IEEK
TECHNICAL SERVICES, LL
EVALUATION REPORT
Manufacturer:
Manufacturing Plants
Quality Assurance
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905) 457-2880
www.iko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE, 7T" EDITION (2020)
PRI Construction Materials Technologies (QUA9110)
Issued October 22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7"' Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
FM Approvals (TST1867)
3036971
FM 4475
2010
FM Approvals (TST1867)
3040947
FM 4475
2010
ASTM E 108
2016
FM Approvals (TST1867)
3041689
FM 4475
2010
FM Approvals (TST1867)
3044376
FM 4475
2010
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
3046191
FM 4475
2010
PRI Construction Materials Technologies (TST5878)
IKO-050-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-053-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-067-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-088-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-095-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-096-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-099-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-100-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
I KO-1 14-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-115-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-120-02-01
ASTM D 3462
2010A
IK019002.2 FL30310-R2 Page 1 of 15
This evaluation report is provided for State of Florida product approval under Rule 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.
r
IKO INDUSTRIES, LTD
CREEK�
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
11<O19002.2 FL30310-R2 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.
s'
CREEK
TECHNICAL SERVICES. LLC
Entity
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
476T0O21
476T0022
476T0023
476T0034
476T0039
476T0040
476T0O41
476T0042
476T0043
476T0044
PRI Construction Materials
Technologies (TST5878)
476T0O45
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)E1
2016
2020
2010A
1990(R94)E1
2016
2020
2016
2010A
2010A
1990(R94)E1
2016
1995
2010A
1990(R94)E1
1995
2010A
1990(R94)E1
2016
1995
2010A
2016
2016
2019ae1
RoofshakeT" 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""
13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Crowne Slate
13-1/4" x 39-1/2", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
Dynasty''"
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee &
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
NordicTA°
13-3/4" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro & Kankakee)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
IKO19002.2 FL30310-R2 Page 3 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
b
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
CambridgeTI 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
awkesbury, 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.
MarathonTM Plus AR
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga &
Toronto)
Hip & RidgeTM 12
(Kankakee & Sylacauga)
Hip & Ridge PIusTM
(Calgary)
Hip and RidgeT""
(Sumas)
Armour Starter'
(Sumas)
Leading Edge PlusT"^
(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 surfaced with granules complying
with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
used in the non-HVHZ only.
13-1/4" 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.
13-/14: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced. monolayer asphalt
shingle strip surfaced with granules complying with ASTM D 3462.
IKO19002.2 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.
CREEK
1 $sy TECHNICAL SERVICES, LLC
INSTALLATION
NDUSTRIES, LTD
IKO IAssphaltShingless
Roofsha"— HW
Basic Wind Speed (V it):
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. 15132 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 manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ):
Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
Pattern" detailed below.
Nail Line Common Band
Standard Application
Requires 4 Nails
Figure 1. RoofshakeTA° HW
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
f: TECHNICAL SERVICES, LLC
........ ............ . ................ ............. ......
ArmourshakeTM Basic Wind Speed (Vuit):
.
(Sumas) Basic Wind Speed
Deck (HVHZ):
......................... ....... .___.. _ .
Deck (Non-HVHZ):
Undedayment
.. .......
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Nail Line
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 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
Alignment
Notches
Nail Line
Alignment
Notches
Figure 2. ArmourshakeTM
5 . .......
Nailing - Steep Slopes/High Wind Areas Applications
pequires 6 Nails/Fasteners
Figure 3. ArmourshakeT"'
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 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
L- TECHNICAL SERVICES, LLC
Royal Estate TM Basic Wind Sf
(Toronto) Basic Wind Sr
`: Deck (HVHZ):
Deck (Non
Underlaym
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ):
1"-*-
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph.....
Max 11. 50 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 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
1111111 .......... .. _._
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
Steep slope/High Wind Applications
Requires 6 Nails/Fasteners
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 61C,20-3. 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
Crowne Slate Basic Wind Si
(Toronto) Basic Wind Sr
...................
Deck (HVHZ):
IKO INDUSTRIES. LTD
Asphalt Shingles
Max 194 mph
Max 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 12
..._ ..._.....-- ..._ ....._. _ _. __.
Installed with 5-7/8 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 I
Requires 5 Nails/Fasteners
Nail Line �0
t
t
t p
Figure 6. Crown State
5 Nail Pattern (Non-HVHZ only)
IK019002.2 FL30310-R2 . Page 8 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not
specifically addressed herein.
1 TECHNICAL SERVICES, LLC
Dynasty""'! Basic Wind Si
(Calgary (Non-HVHZ), Basic Wind Sl
.....
Hawkesbury, Kankakee & Deck (HVHZ):
Sumas (Non-HVHZ))
and
NordicT"
(Kankakee)
and
CRC Regency®
Deck
..._.......
Uncle
Min.,
Installation (HVHZ):
Installation (Non-HVHZ):
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. ._.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 m 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 11 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.
7/».. Arma Z—Z
Standard Application
Pe?quires 4 Nails/Fasteners
4"
nourZone
5-7/8"
Figure 7. DynastyTm and NordicTm
4 Nail Pattern (non-HVHZ only)
-��». Armourzone
Steep Slope/High Wind Applications
Pequires6 Nails/Fasteners
r4�
-nourZone
Figure 8. Dynasty"'" 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 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.
NICAL SERVICES. LLC:
Res bury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non
HVHZ)& Wilmington)
and
CRC BiltmoreTM
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
Basic Wind S
Basic Wind S
Deck (HVHZ)
Min. slope:
Installation (HVHZ):
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph
.. .._.__..............__..
Max 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
.... ....... .......
Solidly sheathed in accordance with FBC requirements.
.__. ....... ... ....
In accordance with FBC requirements.
_.. _._. ........................... .
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 12. .
Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using °6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with Fi3G
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
Nail
Line
Nail Line Common Bond
Figure 9. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nail
Line
Nail Line
Figure 10. CambridgeTm and CRC Biltmorel
6 Nail Pattern
5-7/8
Common Bond
5-7/8
IKO19002.2 FL30310-R2 Page 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
- r TECHNICAL SERVICES, LLC
CRC SuperglassT"
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
MarathonTI Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
RWA
Marathon"
(Hillsboro &!Sylacauga)
Basic Wind Speed (Vult)
Basic Wind Speed (Vasd)
Deck (HVHZ):
Deck (Non HVHZ)
Underlay ment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
IKO INDUSTRIES, LTD
Asphalt Shingles
Max.... 1_94_m.P..h..... __
.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 a1.ccordance with FB1.0 1.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
P,ecluires 4 Nails/Fasteners
MarathonTm
5reep �>iope/mjgn vvrna Hppncauuns
Requires 6 Nails/Fasteners
Sealant S
Figure 12. CRC SuperglassTM, MarathonTm Plus AR and Marathon TM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 11 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
f
i
TECHNICAL SERVICES, LLC
Hip & RidgeTM' 12
Basic Wind SI
(Kankakee & Sylacauga)
Basic Wind Sl
Deck (HVHZ):
and
Hip & Ridge PlusT"
Deck {Non-H\
(Calgary)
Underlaymeni
(non-HVHZ only)
......................
Min slope
Installation:
Start Direction of prevailing wind
here�-
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.
. .. ..... ....
Ih 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.
Perforation Marks
Nails
1 i
I
i
1
V Taper Cut
i 6-1/4- 1
1
Figure 13. Hip & Ridge TM 12 and
Hir) & Ridge PlUSTM (non-HVHZ onl
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.
is
TECHNICAL SERVICES. LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip and Ridge' Basic Wind Speed (Vot) Max mph
.. _ _...
(Sumas) Basic Wind Speed i Max 150 mph
Deck (Non HVHZ). Solidly sheathed in accordance with FBC
_... ..._... .
Underlavment: In accordance with FBC requirements.
Min. slope:
Installation:
Start Direction of prevailing win
here—'
Perforation Marks
14. Hio and
ments.
2:12 and in accordance with FBG 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
V Optional Taper Cut
TM (non-HVHZ on
s
1" Taper Cut
IK019002.2 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"*'
(Sumas)
IKO INDUSTRIES, LTD
Asphalt Shingles
Basic m
Wind Speed (Vot): 1 Max. 194 ph
.......... . ................. . . ............ --- . .. ..... .................... . .................... ............ ..............
Basic Wind ) ald W
Speed
Sp: 1 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 qa. roofing nails with min. 3/8-inch head.
..................
Standard Application Requires 4 Nails/Fasteners
7
itch Color
Selected
mourshake
ingle
Leading Edge PIUSTM Basic Wind Speed (Vu,t): 1 Max. 194 mph,.
........................... . ... .... ...
(Hawkesbury) Basic Wind Speed (Vasd): I Max. 150 mph
.... . ..... ................. .... . ..... .. . . ................... ............ .... .................... . ............
In accordance with FBC requirements; Solidly sheathed
Deck (HVHZ):
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. Plywood existing construction.
.... . ......... .................... .... ....................... ........... ..........
Deck (Non-HV Z: J Solidly sheathed in accordance with FBC requirements.
me UnderlaVnt: In accordance with FBC requirements.
..... ................... . ............. c
.......... ............. ............... - . .......... ............. ...................... .......... ..
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 cla. roofing nails with min. 3/8-inch head.
Standard Application
Requires 4 NailsiPas'encrs 1" from Each End
Figure 16. Leading Edge Plus"
3-to 4-from Bottom
IK019002.2 FL30310-R2 Page 14 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i.--_ `_
I �+, . TECHNICAL SERVICES. LLC
LIMITATIONS
IKO INDUSTRIES, LTD
Asphalt Shingles
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers 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, 71h Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
,011111111111e
•��aY R,
����Q� • �� C.E•N S F • FS>'.
No 74021
Ir
STATE OF : 1
14/
d-�'• A' P
FOO . L O R`ttt.0,.
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CERTIFICATION OF INDEPENDENCE
/Z' � 1 B e 1 ®s L/ ®.J
�xun+a+:<r:�•na=qua —4! A .'^{/ Ju( 10®'
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
IK019002.2 FL30310-R2 Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.