HomeMy WebLinkAboutIKO SHINGLE NOAa CREEK
Technical Services, LLC
IKO19002 FL30310 Page 1 of 11 Page 1 of 11
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 a re not
specifically addressed herein.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6TH EDITION (2017)
Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 2019
40 Hansen Rd S
Branpton, ON L6W 3H4
Canada
(905) 457-2880
Manufacturing Plants: Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: FM Approvals (QUA1860)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
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
ASTM E 108
2010
2011
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 1995
PRI Construction Materials Technologies (TST5878) IKO-114-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-115-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) IKO-117-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) IKO-120-02-01 ASTM D 3462 2010A
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
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 2 of 11 Page 2 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) IKO-125-02-01 TAS 107
ASTM D 3161
1995
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
ASTM D 3161
1995
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
ASTM D 3161
1995
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
ASTM D 3161
1995
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 1995
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
ASTM E 108
ASTM D 3018
2010A
2011
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
ASTM E 108
ASTM D 3018
2010A
2011
1990(R94)E1
PRI Construction Materials Technologies (TST5878) IKO-202-02-02 TAS 107
ASTM D 3161
1995
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
ASTM E 108
ASTM D 3018
2010A
2011
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
ASTM E 108
ASTM D 3018
2010A
2011
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
ASTM E 108
ASTM D 3018
2010A
2011
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) 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) 476T0039 ASTM D 3462
ASTM D 3018
2010A
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
ASTM D 3018
2010A
1990(R94)E1
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 3 of 11 Page 3 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0044 ASTM D 3462
ASTM D 3018
2010A
1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0045 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0046 TAS 100 1995
PRODUCT DESCRIPTION
AUmRXUVhake
(Sumas)
18-1/2´ [ 37-3/8´, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
RR\al EVWaWe
(Toronto)
13-1/4´ [ 40´, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
D\QaVW\
(Calgary, Hawkesbury,
Kankakee & Sumas)
13-3/4´ [ 40-7/8´, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
NRUdic
(Kankakee)
13-3/4´ [ 40-7/8´, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
CambUidge
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga,
Toronto & Wilmington)
13-3/4´ [ 40-7/8´, ASTM D 3161, COaVV F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Biltmore®
(Calgary, Hawkesbury,
Kankakee, Sumas &
Toronto)
13-3/4´ [ 40-7/8´, ASTM D 3161, COaVV F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Superglass®
(Calgary, Hawkesbury &
Toronto)
13-1/4´ [ 39-3/8´, ASTM D 3161, COaVV F VeOf-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules co mplying
with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
MaUaWhRQ PlXV AR
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga &
Toronto)
13-1/4´ [ 39-3/8´, ASTM D 3161, COaVV F VeOf-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.
MaUaWhRQ
(Sylacauga)
13-1/4´ [ 39-3/8´, ASTM D 3161, COaVV F VeOf-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
HiS & Ridge 12
(Kankakee & Sylacauga)
13-1/4´ [ 36´, ASTM D 3161, COaVV F fLbeUgOaVV UeLQfRUced, monolayer asphalt hip and
ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
AUmRXU SWaUWeU
(Sumas)
13-1/4´ [ 39-3/8´, ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
with granules complying with ASTM D 3462. FRU XVe ZLWK AUPRXUVKaNe VKLQgOeV.
LeadiQg Edge PlXV
(Hawkesbury)
7-7/8´ [ 40-7/8´, ASTM D 3161, COaVV F fLbeUgOaVV UeLQfRUced, monolayer asphalt
shingle strip surfaced with granules complying with ASTM D 3462.
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 4 of 11 Page 4 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
INSTALLATION
AUmRXUVhake
(Sumas)
Basic Wind Speed (Vult): Max. 194 mph
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
WKe PaQXfacWXUeU¶V aSSOLcaWLRQ LQVWUXcWLRQV when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufactureU¶V SXbOLVKed LQVWaOOaWLRQ LQVWUXcWLRQV.
SKLQgOeV VKaOO be aWWacKed XVLQg ³6 NaLO PaWWeUQ´ deWaLOed
below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC
UeTXLUePeQWV aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ
instructions. Shingles sKaOO be aWWacKed XVLQg eLWKeU ³5 Nail
PaWWeUQ´ RU ³6 NaLO PaWWeUQ´ deWaLOed beORZ.
Figure 1. AUmRXUVhake
5 Nail Pattern (Non-HVHZ only)
Figure 2. AUmRXUVhake
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 5 of 11 Page 5 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
RR\al EVWaWe
(Toronto)
Basic Wind Speed (Vult): Max. 194 mph
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
WKe PaQXfacWXUeU¶V aSSOLcaWLRQ LQVWUXcWLRQV ZKeQ LQVWaOOLQg
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ LQVWUXcWLRQV.
SKLQgOeV VKaOO be aWWacKed XVLQg ³6 NaLO PaWWeUQ´ deWaLOed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
UeTXLUePeQWV aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ
LQVWUXcWLRQV. SKLQgOeV VKaOO be aWWacKed XVLQg eLWKeU ³4 NaLO
PaWWeUQ´ RU ³6 NaLO PaWWeUQ´ deWaLOed beORZ.
FigXUe 3. RR\al EVWaWe
4 Nail Pattern (non-HVHZ only)
Figure 4. RR\al EVWaWe
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 6 of 11 Page 6 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
D\QaVW\
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Sumas (Non-HVHZ))
and
NRUdic
(Kankakee)
Basic Wind Speed (Vult): Max. 194 mph
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
WKe PaQXfacWXUeU¶V aSSOLcaWLRQ LQVWUXcWLRQV ZKeQ LQVWaOOLQg
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ LQVWUXcWLRQV.
ShingOeV VKaOO be aWWacKed XVLQg ³6 NaLO PaWWeUQ´ deWaLOed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
UeTXLUePeQWV aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ
LQVWUXcWLRQV. SKLQgOeV VKaOO be aWWacKed XVLQg eLWKeU ³4 NaLO
PaWWeUQ´ RU ³6 NaLO PaWWeUQ´ deWaLOed beORZ.
Figure 5. Dynast\ aQd NRUdic
4 Nail Pattern (non-HVHZ only)
Figure 6. D\QaVW\ aQd NRUdic
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 7 of 11 Page 7 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
CambUidge
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
and
CRC Biltmore
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
Basic Wind Speed (Vult): Max. 194 mph
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
WKe PaQXfacWXUeU¶V aSSOLcaWLRQ LQVWUXcWLRQV ZKeQ LQVWaOOLQg
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufactureU¶V SXbOLVKed LQVWaOOaWLRQ LQVWUXcWLRQV.
SKLQgOeV VKaOO be aWWacKed XVLQg ³6 NaLO PaWWeUQ´ deWaLOed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
UeTXLUePeQWV aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ
instrucWLRQV. SKLQgOeV VKaOO be aWWacKed XVLQg eLWKeU ³4 NaLO
PaWWeUQ´ RU ³6 NaLO PaWWeUQ´ deWaLOed beORZ.
Figure 7. CambUidge aQd CRC BilWmRUe
4 Nail Pattern (non-HVHZ only)
Figure 8. CambUidge aQd CRC BilWmRUe
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 8 of 11 Page 8 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
CRC SXSeUglaVV
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
MaUaWhRQ PlXV AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
MaUaWhRQ
(Sylacauga)
Basic Wind Speed (Vult): Max. 194 mph
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
WKe PaQXfacWXUeU¶V aSSOLcaWLRQ LQVWUXcWLRQV ZKeQ LQVWaOOLQg
shingles at slopes greater than 21:12. .
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ LQVWUXcWLRQV.
Shingles VKaOO be aWWacKed XVLQg ³6 NaLO PaWWeUQ´ deWaLOed
below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
UeTXLUePeQWV aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ
LQVWUXcWLRQV. SKLQgOeV VKaOO be aWWacKed XVLQg eLWKeU ³4 Nail
PaWWeUQ´ RU ³6 NaLO PaWWeUQ´ deWaLOed beORZ.
FigXUe 9. CRC SXSeUglaVV, MaUaWhRQ PlXV AR aQd MaUaWhRQ
4 Nail Pattern (non-HVHZ only)
Figure 10. CRC SXSeUglaVV, MaUaWhRQ PlXV AR aQd MaUaWhRQ
6 Nail Pattern
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 9 of 11 Page 9 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip & Ridge 12
(Kankakee & Sylacauga)
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-5/8 inch exposure in accordance with the
FBC aQd PaQXfacWXUeU¶V SXbOLVKed LQVWaOOaWLRQ LQVWUXcWLRQV.
The direction of the exposed end shall be away from the
prevailing wind.
Figure 11. HiS & Ridge 12
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 10 of 11 Page 10 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
AUmRXU SWaUWeU
(Sumas)
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC aQd PaQXfacWXUeU¶V
published installation instructions. Shall be attached with
min. 1´ x 12 ga. roofing nails with min. 3/8-inch head.
Figure 1Ϯ. Armour Starter™
LeadiQg Edge PlXV
(Hawkesbury)
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: IQVWaOOed LQ accRUdaQce ZLWK WKe FBC aQd PaQXfacWXUeU¶V
published installation instructions. Shall be attached with
PLQ. 1´ [ 12 ga. URRfLQg QaLOV ZLWK PLQ. 3/8-inch head.
Figure 13. Leading Edge Plus™
A CREEK
Technical Services, LLC
IKO19002 FL30310 Page 11 of 11 Page 11 of 11
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.
IKO INDUSTRIES, LTD
Asphalt Shingles
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)IQVWaOOaWLRQ Rf WKe eYaOXaWed SURdXcWV VKaOO cRPSO\ ZLWK WKLV UeSRUW, WKe FBC, aQd WKe PaQXfacWXUeU¶V
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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
2019.08.15
14:22:07
-04'00'