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Category Roofing Subcategory Asphalt Shingles
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FL# Type Manufacturer Validated By Status
FL30310-R1 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.
I
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),
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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
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Certificate of Authorization No. 298241
CREEK 17520 Edinburgh Dr
Tampa, FL i 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6"'EDITION(2017)
Manufacturer: IKO INDUSTRIES, LTD issued August 15, 2019
40 Hansen Rd S
Branpton, ON L6W 3114
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
Enti 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-218-02-01 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 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
IKO19002 FL30310 Page 2 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
Enti Report No. Standard Year
PRI Construction Materials.Technologies(TST5878) 476T0043 TAS 100 1995
PRI Construction MaterialsTechnologies(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
Armourshake*rm 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.
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.
Kankakee&Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Nordic"m 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.
Cambridge'rm 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.
Marathon'rm Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary,Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
9
Sumas,Sylacauga& used in the non-HVHZ only.
Toronto)
MarathonTm 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"m 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 StarterTm 13-1/4"x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTA9 shingles.
Leading Edge PlusTm 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.
i
IK019002 FL30310 Page 3 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
i
CREEK IKO INDUSTRIES,LTD
Asphalt Shingle
TECHNICAL SERVICES, LLC
INSTALLATION
ArmourshakeTm Basic Wind Speed(V,it): Max. 194 mph
(Sumas) Basic Wind Speed(Vaw): Max. 150 m h -)
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for {
I new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing '
__ shingles at slopes greater than 21:12.
Installation(HVHZ) Installed with 5-7/8 inch exposure in accordance with RAS
{ 115 and manufacturer's published installation instructions. ;
I Shingles shall be attached using "6 Nail Pattern" detailed
I below.
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC {
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below. I
-Stan da ki Appi ica tion,,
Req ui res:5.Na11110176 stenGrs
Na ii:Llna'
i
AIi nment
_ NttcFies
Figure 1. Armourshake-
5 Nail Pattern (Non-HVHZ only
Nailing:-Stepp.SlopesfHlgh'Wind.AreasApplica4lons-
taaquir� 6.NaIIslFasIten6is:
NaII Line-
Alignment.. Atlgnmerit;
�Iotciies:' + Notches
:
i
i
i
Figure 2. Armourshake-
6 Nail Pattern
iKO19002 FL30310 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.
I
,j
CREEK IKO INDUSTRIES,LTD
Asphalt Shingle's
TECHNICAL SERVICES, LLC
Royal Estate'rm Basic Wind Speed(Vuit): Max. 194 mph
(Toronto) Basic Wind Speed(Vasd): Max. 150 mph i
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for j
new construction; Min. 15/32 in. plywood existing i
construction. i
( Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underla ment: r 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 4
115 and manufacturer's published installation instructions. I
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 Pattem"detailed below.
n'da rd AOplicatiah
Fi2q iires::4 NailsJFast efs: i
I
I
N tills j
Figure 3. Royal Estate
TM
4 Nail Pattern non-HVHZ only)
P
� Y)
Steep 51.opefNigh'lhffod Applications j
Regu7ies fi NaIIsJFasteriers i
I
i
' I
Nails �
Figure 4. Royal EstateTM
!...___ _..........__._ 6 Nail Pattern _._...._— _...__
IKO19002 FL30310 Page 5 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
C RE IKO INDUSTRIES,LTD
E K Asphalt Shingles
TECHNICAL SERVICES, LLC
Dynasty"m Basic Wind Speed „it: Max. 194 mph
(Calgary(Non-HVHZ), Basic Wind Speed(Vasa): _ 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): Fsolidly sheathed in accordance with FBC requirements.
NordicTm Underla men_t: _ _ 1 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(WIAZ): Installed with 5-7/8 in. exposure in accordance with RA$-
1 115 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.
a�T,To�Tz�,4
Standard Application
Requires 4 Nails Fasteners
�PR-mo and
77
m nB
t
ArmourZone
7
Figure 5. DynastyTm and NordicTM
4 Nail Pattern (non-HVHZ only)
urTorm jy�y:. ti iv
lamouTYanR, ..
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners t<.
�.
_ �,�.• Common Bond
ArmourZone
r7
Figure 6. DynastyTm and NordicTm
6 Nail Pattern
IKO19002 FL30310 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.
I
�I
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
II
I Cambridge""' Basic Wind Speed Vuic: Max. 194 mph
(Calgary(Non-HVHZ), Basic Wind Speed Vao): I Max. 150 mph
Hawkesbury, Hillsboro, Deck(HVHZ): I In accordance with FBC requirements;
i
Kankakee, Sumas, 1 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. j
Deck Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
and Underla ment: r In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
CRC Biltmore"m the manufacturer's application instructions when installing
(Calgary(Non-HVHZ), shingles at slopes greater than . . 1
Hawkesbury, Kankakee, Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Sumas(Non-HVHZ)& 1 115 and manufacturer's published installation instructions.
Toronto(Non-HVHZ)) I Shingles shall be attached using "6 Nail Pattern" detailed j
below. I
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC I
requirements and manufacturer's published installation I
instructions. Shingles shall be attached using either"4 Nail
j Pattern"or"6 Nail Pattern"detailed below.
Mail Line Corfirnol':Boa d
Standard Application
Requires 4 Nails/Fasteners
-
- - - - - - - - - - - - - Nail
Line
Figure 7. CambridgeTm and CRC BiltmoreTm
4 Nail Pattern (non-HVHZ only)
— NAi1:Line Carnrhoh Bond j
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
`7l8'P
I
- - - - - - - - - - - - Nail
Line
Figure 8. CambridgeTm and CRC Biltmore"m
6 Nail Pattern
IKO19002 FL30310 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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
' II
C REEK
E E K IKO INDUSTRIES,LTD
' «, j"t Asphalt Shingles
TECHNICAL SERVICES, LLC
CRC Superglass"m Basic Wind Speed me: Max. 194 mph _!
(Calgary(Non-HVHZ), Basic Wind Speed(Vwd): Max. 150 mph
Hawkesbury,&Toronto Deck(HVHZ): f 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 I construction. E
Deck Non-HVHZ : solidly sheathed in accordance with FBC re uirements.
MarathonTm Plus AR Underla ment: In accordance with FBC requirements. �}
(Calgary(Non-HVHZ), Min.slope: 1 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing ,
Kankakee, Sumas(Non- shingles at slopes greater than 21:12. .
HVHZ),Sylacauga& Installation(HVHZ)_ i li Instal-led with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) 1115 and manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
and below.
Installation (Non-HVHZ): ; Installed with 5-7/8 in. exposure in accordance with FBC
MarathonTM' i requirements and manufacturer's published installation
(Sylacauga) instructions. Shingles shall be attached using either"4 Nail j
Pattern"or"6 Nail Pattern"detailed below. j
Standard Application
Requires 4 Nails/Fasteners
1
i
j
i
Sealant Strip j
Figure 9. CRC SuperglassTm, Marathon""" Plus AR and MarathonTm
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications {
Requires Nails/Fasteners
I
i
Sealant Strip I
i Figure 10. CRC SuperglasSTM, MarathonTm Plus AR and Marathon""'
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;lnot
specifically addressed herein.
i
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC !�
Hip$Rid eTm 12 Basic Wind S eed(Vuit): Max. 194 mph
(Kankakee&Sylacauga) Basic Wind Seed(Vasd) Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new constructions
Min. 15/32 in. plywood existing construction.
Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment In accordance with FBC requirements.
i 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
Diredion_:af pmailing wind
I i
Nails
1 1
1 5
1
1 _ go
\ . 00♦
0000
/000
1 1
1 I
1'Taper Cut '
1 6-1/4•
1 I
Figure 11_Hip& RidgeTM 12_
i
IKO19002 FL30310 Page 9 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 arel not
specifically addressed herein. �j
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Armour StarterTm _ Basic Wind Speed(Vult): Max. 194 mph
(Sumas) rBasic 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.
Un. derlayment: _� In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturers
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 Starteff
Leading Edge Plus rm Basic Wind Speed(Vuit): I Max. 194 mph E
(Hawkesbury) Basic Wind Speed Vasd : I Ma_ x. 150 mph
Deck(HVHZ): iIn 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 re uirements.
Installation: Installed in accordance with the FBC and manufacturers
published installation instructions. Shall be attached with
_ min. 1"x 12 ga. roofing nails with min.3/8-inch head.
Ss;nd,ra!►p0iczVm,
'ret;4Ni11RrF��t�rsQrs.
1"lrom Eoch End
•
'1 4
I
Figure 13. Leading Edge PIusTM
IK019002 FL30310 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.
i
GR E E K IKO INDUSTRIES,LTD
[t Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
i
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. j
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. 1
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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
%%PJp11IY1 1111//11/4R. pR F� ., 2019.08.15
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No 74021 = 14:22:07
• w..._.
_� = 04'00'
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13 STATE OF :44/�
��,�•.•,c Q,,:��� Zachary R. Priest, P.E.
N
�i C� • •. R t,.•• Florida Registration No.74021
i
A' %%,.��� Organization No.ANE11669
CERTIFICATION OF INDEPENDENCE
i
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.
i
i
END OF REPORT
IK019002 FL30310 Page 11 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 lnot
specifically addressed herein.