HomeMy WebLinkAboutIKO Asphalt Shingles Evaluation report (1) (1)CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905) 457-2880
www.iko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, 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, 7th Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
FM Approvals (TST1867)
3036971
FM 4475
2010
FM Approvals (TST1867)
3040947
FM 4475
2010
ASTM E 108
2016
FM Approvals (TST1867)
3041689
FM 4475
2010
FM Approvals (TST1867)
3044376
FM 4475
2010
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
3046191
FM 4475
2010
PRI Construction Materials Technologies (TST5878)
IKO-050-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-053-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-067-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-088-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-095-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-096-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-099-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-100-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
IKO- 114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO- 115-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
I KO-1 17-02-01
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.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
ATECHNICAL 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.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
ATECHNICAL 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
2019ae1
PRODUCT DESCRIPTION
RoofshakeTm HW
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
ArmourshakeT"
18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate TM
13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Crowne Slate
13-1/4" x 39-1/2", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
DynastyTM
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee &
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
NordiCT"' 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
Cambridge TM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee, Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltmore® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Sumas & Toronto) Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary & Hawkesbury) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
CRC Superglass® 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury & fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon TM Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas, Sylacauga & used in the non-HVHZ only.
Toronto)
Hip & Ridge TM 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 PIusTA° 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 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 StarterT" 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
Leading Edge 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 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
RoofshakeTmHW
Basic Wind Speed (Vit).............._Max.
.................................................................................................................................................................................
194 mph...............................................................................................................................................................................................
(Sumas)
Basic Wind Speed...(VaSa.)..............Max.....1.50._rr...Ph................................................................__...........................................................................................................................
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.
....................................................................................................................
Underlay ment:........................................................I..n.._accordance
with FBC requirements........................................................................................
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
. ......... ...... ......................................................
Installation (Non-HVHZ):
Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
.........................................................................................................................................................................................................................................:..............................................................................................................................................................................................................................................................
Pattern" detailed below.
Nail Line Common Rond
Standard Application
Requires 4 Nails
Nail
Line
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ on
5-7/8
IKO19002.2 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
Figure 3. ArmourshakeTM
6 Nail Pattern
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.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES,
LLC
...................................................
Royal Estate TM
......... ...........................................................................................................................................................................................,
Basic Wind Speed (Vuit): 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 (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
................................
Installation (Non HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
�_ _ _ _ _ _ _ _ - _ _ _F _ _ _ _ _ _ -
Nails
Figure 4. Royal EstateTM
4 Nail Pattern (non-HVHZ only)
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 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
........................
Crowne Slate Basic Wind SI
(Toronto) Basic Wind SI
...........................................................
Deck (HVHZ):
Deck
Min. slope:
Installation (Non-HVHZ):
Standard Application
Requires S Nails/Fasteners
IKO INDUSTRIES, LTD
Asphalt Shingles
Max....1.94._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. 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
Nail Line
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ on
W,
IKO19002.2 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.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
..........................................................
DynaStyTM Basic Wind Speed (Volt):
.......
......................................................................................................................................................................................,
Max. 194 mph
...... ........ ... ..... ...................................................................................
(Calgary (Non-HVHZ), Basic Wind Speed (Vasd):
......
Max. 150 mph
Hawkesbury, Kankakee & Deck (HVHZ):
In accordance with FBC requirements;
Sumas (Non-HVHZ))
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and .................................................................:.................................................................................................................................................................................................................................................................
construction.
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
Nord 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. .
...... ....... ......... ..... ........ ......................
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.
n14.
ArmourZone
ArmourZone
Standard Application
Requires 4 Nails/Fasteneis
d
Common B na
k
- --I------------ ------------
71
ArmourZone
5-7/S"
Figure 7. Dynasty"and NordiCTM
4 Nail Pattern
(non-HVHZ only)
ArmourZone
ArmourZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
d
Common B no
------------ -----------------------
':`..
--
ArmourZone
Figure 8. DynastyTm and Nord icT"
.......................................................................................................................... .... .....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.
CREEK
IKO INDUSTRIES, LTD
0
Asphalt Shingles
TECHNICAL SERVICES, LLC
.... ....
CambridgeTM Basic Wind Speed (Vui�):
...
............................... .. ....................... ....
Max. 194 mph
... ...... ... .. .... ................................
(Calgary (Non-HVHZ), Basic Wind Speed (Vasd):
......
Max. 150 mph
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.
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. .
Hawkesbury, Kankakee, 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
Requires 4 Nails/Fasteners
e
7/8
•
- - -- - -- - - -
- Nail
Line
5-7/8
Figure 9. CambridgeTm
and CRC BiltmoreT""
4 Nail Pattern
(non-HVHZ only)
Nail Line Common Bond
Steep Slope/High find Applications
Requires 6 Nails/Fasteners
,
GIs,;
---- -- - -- -
-- Nail .�
Line
5-718
Figure 10. Cambridge Tm and CRC Biltmorer""
6 Nail Pattern
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
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES,
LLC
........................ .
CRC SuperglassTM
......... ...........................................................................................................................................................................................,
Basic Wind Speed (Vuit): Max. 194 mph
....... ...... ........ ... ..... ...................................................................................
(Calgary (Non-HVHZ),
Basic Wind Speed (Vasd): Max. 150 mph
....... ......... ................................................... .......:
Hawkesbury, & Toronto
Deck (HVHZ): In accordance with FBC requirements;
(Non-HVHZ))
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and
construction.
........................................................................................... ;.................................................................................................................................................................................................................................................................;
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Marathon TM Plus AR
Underlayment In accordance with FBC requirements.
(Calgary (Non-HVHZ),
.... ......... .... ......... .......
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro,
the manufacturer's application instructions when installing
Kankakee, Sumas (Non-
shingles at slopes greater than 21:12. .
HVHZ , Sylacauga &
(_...... ..... p
Installation HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto (Non-HVHZ))
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and
below.
................................................
....................................................< ...... ........................................................
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
MarathonTM
requirements and manufacturer's published installation
(Hillsboro &Sylacauga)
instructions. Shingles shall be attached using either 'A Nail
........................................................................................................................._..................................................................................................................._..................................................................................................................................................................................................................................................................
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11.
CRC SuperglassT"", TM Plus AR and MarathonT""
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires C Nails/Fasteners
Sealant Strip
Figure 12. CRC SuperglassT"", TM Plus AR and MarathonT""
.....................................................................................................
6 Nail Pattern
......... .........................................................................................................................................................................................................................................................
IKO19002.2 FL30310-R2 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.
CREEK
TECHNICAL SERVICES, LLC
........
Hip & Ridge TM 12 Basic Wind SI
(Kankakee & Sylacauga) Basic Wind SI
Deck (HVHZ):
and
Hip & Ridge PIusTM Deck (Non
(Calgary) Underlayn
non-HVHZ only) , .Min. slope:
......... ..........
Installation:
IKO INDUSTRIES, LTD
Asphalt Shingles
Max.... 1_94._mph ............................................................................................................................................................................................
Max.... 1_50._mph ............................................................................................................................................................................................
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min....._1.5/32... n......ply.wood existin.9.. construction.
.................................................................
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
prevailino wind.
Perforation Marks
Nails
■ r
1
• I
1 1
II 1" Taper Cut
! 6-1/4"
Figure 13. Hip & Ridge TM 12 and
Hia & Ridae 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 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
Direction of prevailing wind
WIM
Perforation Marks
I I
� I I
� I I
� I 1
� I 1
� i I
I I
Fiqure 14. Hip and RidgeTM
IKO INDUSTRIES, LTD
Asphalt Shingles
1 1
1 5
1 1
Y 1
1 I
1 1"Taper Cut
1 64/4"
1
V Optional Taper Cut
n-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 TM Basic Wind SI
(Sumas) Basic Wind SI
...........................................................
Deck (HVHZ):
Deck
Min. slope:
......... ..........
Installation:
IKO INDUSTRIES, LTD
Asphalt Shingles
Max....1.94._mph .............................................................................................................................................................................................
Max. 150._mph .............................................................................................................................................................................................
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. ..._1.5/32...in. ....PlX�^..rood existi.n9..construction..................................................................
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
.........
2:12 and in accordance with FBC requirements.
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 aa. roofina nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
V and 13" from Each End
15. Armour Starter TM
Match Color
to Selected
Armourshake
Shingle
LeadingEdge PIUSTM Basic Wind Speed....(V"it):..........:....Max. 194 mph............................................................................................................................................................................................
(Hawkesbury) Basic Wind Speed (Vasd.)..=.......<..._ Max. .._1.50._m.P...h............................................................................................................................................................................................
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. roofinq nails with min. 3/8-inch head.
Standard Application
Requires 4 Nails/Fasteners
1` from Each
Figure 16. Leading Edge PIUSTM
3'to d' from Bottom
IKO19002.2 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.
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, 7ch Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
R
No 74021
:�•• STATE OF 44/�
,`s"0 N A1111
CERTIFICATION OF INDEPENDENCE
2020.10.22
h/� 14:10:00
etl M ZecM1ery R. Prieet
-04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
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.