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FL# Tygg Manufacturer Validated By Status
FL30310-Rl Revision IKO Industries Ltd Steven M. Urich, PE Approved
History- Category: Roofing (717) 317-8454
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
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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 emaiis
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here
Product® Approval
Accepts:® W, N:'ttr, E
Credtt Card
Sate
. CREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6T"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 2010
ASTM E 108 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
IK019002 FL30310 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995
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 1995
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 1995
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 1995
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 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 2010A
ASTM E 108 2011
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 1995
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 2011
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 2011
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- 1
9 (TST5878) 0 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 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 Materiais Technologies(TST5878) 476T0042 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
IKO19002 FL30310 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.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
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
PRODUCT DESCRIPTION
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 EstateTM 13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
DynastyT1 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.
Kankakee &Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
NordicT" 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
CambridgeTm 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee, Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto&Wilmington)
CRC Biltmore® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Kankakee, Sumas & Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Toronto)
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.
MarathonTI 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)
Marathon TM 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Sylacauga) fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
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.
Armour Starter TM 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
Leading Edge Plus"m 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
IK019002 FL30310 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
CREEK Asphalt Shingles
MTECHNICAL SERVICES. LLC
INSTALLATION
............ .................................................... .........-------
Armourshake"m Basic Wind Speed tVulti. Max. 194 mph
(Sumas) Basic Wind Speed(Vasd): Max. 150 mph
........... ....... ........... .......... .........
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
................
Deck(Non-HVHZ): Sol
id in accordance with FBC fqqy�h�eqjents.
Ur�de anent: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to I
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
................................- . .......—......
Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC 1
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
............ ...... - -
Standard Application
Peau4res 5 NaiWFasteners
Nail Line
Alignment
Notches
- -- - --- - - - - - - -
Figure 1. Armourshake",
5 Nail Pattern (Non-HVHZ only)
Nailing - Steep Slopes/High Wind Areas Applications
Poquirc-s 6 NaiIs,'Fa5.t*.-r1et,-
Nall Line
Al/
Alignment Alignment
Notches Notches
Figure 2. Armourshake",
6 Nail Pattern
IK019002 FL3031 0 Page 4 of 11
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.
IKO INDUSTRIES, LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Royal Estate'rm Basic Wind Speed (V,,,,,): 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Pegiires4 Nails Fastener;
• . _ - - - - - - - - - -• •
Nails
Figure 3. Royal Estate TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Levu _s.6 Nails
y
Nails
Figure 4. Royal Estate TM
6 Nail Pattern
IK019002 FL30310 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.
;nH
E K IKO INDUSTRIES, LTD
Asphalt Shingles
AL SERVICES, LLC
Dynas Basic Wind Speed (Vot): Max. 194 mph
(CalgaHZ), Basic Wind Speed (Va4): Max. 150 mph
Hawkakee & Deck (HVHZ): In accordance with FBC requirements;
SumaZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
NordicTm Underlayment: In accordance with FBC requirements.
(Kankakee) Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
I':,;.• Arrr�u Zone
Standard Application —~
Requires 4 Nails/Fasteners
Common Rond
-�___--------- -
-----------' --------
--- ---------------------------7 --- -- �/4„
7 ArmourZone
roll
Figure 5. DynastyTm and NordicT11
4 Nail Pattern (non-HVHZ only)
urruu Line
Steep Slope/High Wind Applications .
Requires 6 Nails/Fasteners
Common Bond
167 ML---T7 - r7-
Figure 6. Dynasty'"" and NordicT1
6 Nail Pattern
IKO19002 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES. LLC
Cambridge TM Basic Wind Speed (V,,,t): Max. 194 mph
(Calgary(Non-HVHZ), Basic Wind Speed (Vasa): 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.
(Non- " Min. slope: 2:12 and in accordance with FBC requirements. Refer to
CRC Bilt the manufacturer's application instructions when installing
(Calgary(Non HVHZ), 21:12 shingles at slopes greater than . .
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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners �\
�\ 7/8'
- - - - -
- -\: - - - - - Nail
Line
r"
5-7/8
Figure 7. Cambridge?"" and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8,.
t _
- - - - - - - -�� - - �'� Nail . i
Line
5-7/8
Figure 8. CambridgeTm and CRC BiltmoreTM
6 Nail Pattern
IKO19002 FL30310 Page 7 of 11
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
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
P 9
TECHNICAL SERVICES. LLC
CRC Superglass""' Basic Wind Speed (V,,,): 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 8 _._ _ --
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
Marathon requirements and manufacturer's published installation
(Sylacauga)) instructions. Shingles shall be attached using either"4 Nail
-
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
L- - - - - - - - - - - - - - - --
Sealant Strip
Figure 9. CRC SuperglaSST"", Marathon?"' Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant Strip
Figure 10. CRC SuperglassTM, Marathon'"' Plus AR and Marathon TM
6 Nail Pattern
IKO19002 FL30310 Page 8 of 11
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.
i
•' CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip R RidgeTTM 12 Basic Wind Speed (Vat): Max. 194 mph
(Kankakee&Sylacauga) Basic Wind Speed (Vasil): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Perforation Marks
Direction of prevailing wind
Start .—
here-
7 '
Nails
I 1
5-5
I� 1
� lo
I
1 �I
� 1 1'Taper Cut
6-1/4"
1
Figure 11. Hip & Ridge TM 12
IKO19002 FL30310 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
i
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES. LLC
Armour StarterT11 Basic Wind Speed (V,): Max. 194 mph
(Sumas) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in, plywood existing construction.
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1"x 12 ga. roofing nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
Match Color
STARTER COURSE to Selected
1" and 13" from Each End Armourshake
Shingle
Figure 12. Armour Starter'""
Leading Edge PIusT11 Basic Wind Speed (V,,,): Max. 194 mph
(Hawkesbury) Basic Wind V Speed p ( a5d): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction,-
Min. 15/32 in. plywood existing construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1"x 12 ga. roofing nails with min. 3/8-inch head.
Star-deft Apotration
4 Nails
s
1'from Each End
3'to 4 from Bottom
Figure 13. Leading Edge Plus'""
IK019002 FL30310
Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6`� Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
GAP. • • • . 2019.08.15
No 74021
14:22:07
-04'00'
% 3 STATE OF ' 44J�
10 p ,•'•��� Zachary R. Priest, P.E.
O R t 0• �j�`�.` Florida Registration No. 74021
Organization No.ANE 11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R Priest, P.E does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation
Zachary R Priest, P.E does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
IK019002 FL30310 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.