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Code Version 2020 FL# J ALL
Application Type ALL Product Manufacturer I IKO Industries Ltd
Category Roofing Subcategory i Asphalt Shingles
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired 1 ALL
Product Model, Number or Name ALL Product Description I ALL
Approved for use in HVHZ ALL Approved for use outside HVIHZ I ALL
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Search Results-Applications
FL# Type Manufacturer Validated By Status
FL30310-RS Revision IKO Industries Ltd Steven M Urich,PE Approved
History Category:Roofing (717) 317-8454
Subcategory:Asphalt Shingles I
'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:856-487-I824
I
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of lorida.::Privacy Statement: 'Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pu blic-record s request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(i),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide'the Department witl)an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
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r Certificate of Authorization No. 29824
10
4 17520 Edinburgh Dr—4 K
-f` 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 31-14 i
Canada I
i
(905)457-2880
j
Manufacturing Plants: Calgary,Alberta
Hawkesbury, Ontario i
Hillsboro,TX I
Kankakee, IL j
Sumas,WA
Sylacauga,AL
Toronto, Ontario 1
Wilmington, DE
Quality Assurance: FM Approvals (QUA1860)
SCOPE l
Category: Roofing
Subcategory: Asphalt Shingles ! j
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 R port No. Standard j 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 I 2010
PRI Construction Materials Technologies(TST5878) IKO-050-02-01 TAS 100 i 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-076-02-01TAS 100 j 1995
PRI Construction Materials Technologies(TST5878) IKO-077-02-01 ITAS 100 I 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 I 1995
PRI Construction Materials Technologies(TST5878) IKO-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKOr115-02-01 ASTM D 3161 '� 2016
PRI Construction Materials Technologies(TST5878) IKOI-117-02-01 TAS 100 i 1995
PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 f 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 I ; 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.
II. -+
i
l
f IKO INDUSTRIES,LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Enti Report No. Standard Year
t (TST5878) ,
Technologies PRI Construction Materials g ( ) IKO-125-02-01 TAS 107 1995
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 j 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 j 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 , i 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 i 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 I 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-01 ASTM D 3462 .I 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-201-02-02 ASTM D 3161 j 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 I 2010A
ASTM E 108 j 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST1878) 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 106 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 j 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(TST5$78) 476T0039 jASTM D 3462 2010A
ASTM D 30181 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0040 AASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0041 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0042 iASTM D 34621 2010A
;ASTM D 30181 1990(R94)E1
IK019002 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 pr'oduct attributes that are not
specifically addressed herein. 1
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I
I I
I
IKO INDUSTRIES,LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
I
Enti 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
Armourshake7m 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.
I.
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.
CKankDakee&
a 13-3/4" x 40-7/8", ASTM D' 3161, Class F self-sealing, fiberglasls reinforced, laminated
esbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
mas) Shingles manufactured in Calgary and-Sumas shall be used in the non-HVHZ only.
icT 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 TM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglasls 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.
MarathonT"" 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)
MarathonTA° 13-114" 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.
' I
Hip &Ridge"" 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 li-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 ArmourshakeTM shingles.
I
Leading Edge Plus rm 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 346 2.
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.
IKO INDUSTRIES, LTD
CREEK ;( I Asphalt Shingles
TECHNICAL SERVICES, LLC
I I
INSTALLATION
ArmourshakeTm I Basic Wind Speed Vuit: _!Max. 194 mph
(Sumas) Basic Wind Speed(Vag): j Max. 150 mph ;! I
I Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min;!119/32 in.:plywood or wood plank for.j
new construction; Min.. 15/32 'in. plywood existing
construction.
Deck(Non-HVHZ)__; Solidly sheathed in accordance with?FBC requirements.
1 Underlayment: 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
_ i shingles at slopes greater than 21:112.
Installation (HVHZ): Y Installed with 5-7/8 inch exposure ih accordance.with RAS
115 and manufacturer's published jinstallation instructions.
Shingles shall be attached using "1 Nail Pattern" detailed
below.
I Installation (Non-HVHZ):
Non-HVHZ : Installed with 5-7/8 inch exposure in accordance with FBC
) I requirements and manufacturer's published installation
instructions. Shingles;shall be attached using either"5 Nail
I Pattern"or"6 Nail Pattern"detailed below.
Standard Application j
Requires S Nails/Fasteners
i
I
NMI Lino
!I '
I
I
No
/ e+nt Ali"tm
------- ----moo ,
it
i
I� i
c es
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Figure 1. Armourshake-
5 Nail Pattern (Non-HVHZ only)
.._....--............._.... --
—_—! --------....__...__
Nailing- Steep Slopes/High Wind Areas Applications
Require}6 Nalls'Fastrners Ih
Nail Line
Alignment Alignment j
Notches i Notches
-- 4 -- ------- -----�
i� I
Figure 2. ArmourshakeTM
-6 Nail Pattern I
— _ ...__...---.....................—_._._.
IK019002 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
it
IKOINDUSTRIES, LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Royal EstateT"' ! Basic Wind Speed V„it : F— Max. 194 m h
(Toronto) i Basic Wind Speed Vasd_i Max. 150 mph j
Deck(HVHZ): t In accordance with FBC requirement's;
Solidly sheathed min.�'19132 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. _
Deck(Non-HVHZ):
i Solidly sheathed in accordance — '- ordance with.FBC requirements..
Underlayment: _ In accordance with FBC requirements.
Min.slope: 1 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
i shingles at slopes greater than 21:12.
i Installation(HVHZ): Installed with 5-7/8 in''i exposure in accordance with RAS
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 I published installation j
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
o �
l Standard Application
Pequlres 4 Nails/Fasteners
I
7- - - - - - - - - - - - - - - - - -- •
Nails i
Figure 3. Royal EstateTM
4 Nail Pattern 'non-HVHZ only) ---- -- -- - - _..-.....
Steep Slope/High Wind Applications
Rpquir�s6 Nalls•,i=ast hers
I
i
I
Nails
Figure 4. Royal Estate TM
6 Nail Pattern ;
� I
i
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IK019002 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 throughoyt•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
j
<= j IKO INDUSTRIES,LTD
Asphalt Shingles
I
CHNICAL SERVICES, LLC j
I DynastyTm — - F Basic Wind Speed (V�it): i Max. 194 m
€ (Calgary(Non-HVHZ), ! Basic Wind Speed Vasa : i Max. 150 mph ! _
' Hawkesbury, Kankak & I Deck (HVHZ): I In accordance with FBC requirements;
Sumas (Non=HVH Solidly sheathed min. �19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
andconstruction.
j 1 Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
—_
NordicTm Underlayment: I In.accordance with FBC requirement's.
Kankakee ---
( ) i Min.slope: : 2:12 and in accordance with FBC requirements. Refer to
i 't the manufacturer's application ins i pp tract one when mstalhn9
shingles at slopes greater than 21:12. .
i Installation(HVHZ): — Installed with 5-7/8 in; exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "i Nail Pattern" detailed
below. __
Installation (Non-HVHZ)_ Installed with 5-7/8 in';' exposure in accordance with FBC
i I < requirements and manufacturer's published installation
instructions. Shingles';shall be attached using either"4 Nail i
i Pattern"or"6 Nail Pattern"detailed below.
tau•
I-tf i FrnwwZnne
Mrvv2cn"___�
Standard Application
Requires 4 Nails/Fasteners
common Bond
- ------------ ------------- ----- -
-- -ti
q
ArmourZone
I '
Fi 9 Y Y
ure 5. D nast TM and Nor TM
dic
4 Nail Pattern anon-HVHZ only.._.......
Arrmrr Zane
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
'.j. Common FlonC
-- ----- ---- - ----------- ----------- --
- ----------- ------------ -----------
1-1/4" I
ArmourZone
5 7J8"
I
Figure 6. Dynasty�Tm and NordicTm
6 Nail Pattern !
--- ----------- -- -----._.._...._.._-- -------
' I
I
IK019002 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.
L CRE'+ I IKO INDUSTRIES,LTD
ED Asphalt Shingles
TECHNICAL SERVICES, LLC
Cambridge"m 4 Basic Wind Speed (V,,,t): : Max. 194 mph
(Calgary(Non-HVHZ), 1 Basic Wind Speed (Vasd): 1 Max. 150 mph
Hawkesbury;Hillsboro, Deck(HVHZ): In accordance with FBC.requiremenfs;
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) i : .construction.
I Deck(Non-HVHZ): `Solidly sheathed in accordance with jFBC requirements.
and 1 Underlayment: In accordance with FB,C requirements.
i Min.slope:_ ~2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreT'" j the manufacturer's application instructions when installing
1 (Calgary(Non-HVHZ), _ shingles at slopes greater than 21:12. .
Hawkesbury; Kankakee, Installation(HVHZ): I Installed with 5-7/8 in: exposure ini accordance.with RAS
j Sumas.(Non-HVHZ)& 115 and manufacturer's published installation instructions.
I Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed
below.
I Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and m'anufacturer's I published installation i
instructions. Shingles,;shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
s Nail Line Common Bond
Standard Application
1
Requires 4 Nails/Fasteners -
7/81
- - - � -
- - - - - Nail ,��•
Line
s-7/8
Figure 7. CambridgeTm and CRC Biltmo'reT""
4 Nail Pattern (non-HVHZ only)
Neil Line i Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8„
- - - - - - - - - - - - Nail
LineIII H
1
i 1
I S-7/8
Figure 8. CambridgeTm and CRC BiltmdreTM
6 Nail Pattern
—_._.......---.......
i
6
' I
IK019002 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. j; i
IKO INDUSTRIES, LTD
CREEK
Asphalt.Shingles
TECHNICAL SERVICES, LLC
I
CRC Superglass"m j Basic Wind Speed Vuit : Max. 194 mph _—
(Calgary(Non-HVHZ), : Basic c Wind Speed (Vmd): Max. 150 mph
Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) i Solidly sheathed min.'19/32 in. plywood or wood plank for
i new construction; Min. 15/32 jin. plywood existing
andconstruction.
Deck(Non-HVHZ): Solidly sheathed in accordance with;FBC requirements. _
MarathonTM' Plus AR Underlayment:_ In accordance with FBC requirements. _
(Calgary(Non-HVHZ), C Min.slope: 2:12 and in accordance with FBC requirements. Refer to
I Hawkesbury, Hillsboro,
the manufacturer's application instructions when installing
Kankakee, Sumas(Non- _ shingles at slopes greater than
HVHZ), Sylacauga& I 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 "! Nail Pattern" detailed
and _ _ below. _
I Marathon rm
Installation (Non-HVHZ): I Installed with 5-7/8 in. exposure in accordance with FBC
! ; requirements, and manufacturer's; published installation
i (Sylacauga) I
instructions.�Shingles'shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
` Standard Application
Requires 4 Nails/Fasteners
7TJ
I i
I
I
i
Sealant Strip ;I j
Figure 9. CRC SuperglassT"", MarathonTM Plus AR and MarathonTM
4 Nail Pattern (non-HVHZ only) ri i
---...._._...----.-._.-.......--------.......
....
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
I
i
I
Sealant Strip 1
Figure 10. CRC SuperglassTM, Marathon TM Plus AR;and Marathon
T'"
6 Nail Pattern
i
IK019002
FL30310 j 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
-" I IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge"m 12 i Basic Wind Speed V�i� : . ' Max. 194 mph
(Kankakee&Sylacauga) i Basic Wind Speed(Vag): 1 Max. 150 mph I i
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
i Min. 15/32 in. plywoocl,existing construction.
I r Deck(Non-HVHZ): If Solidly sheathed in accordance.withjFBC 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_—_._...:
l Perforation Marks
I!
i
Star4, Direction prevailing wind
herd
Iff1
4 I I -1011%
i�
i /Fn]
Nails
I 1
1
I 1 5
,� 1• 1 I �
1 ,�1 1 Taper Cut
1 6-114"
1
Figure 11_Hip & RidgeT"' 1.2
..
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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 are not
specifically addressed herein. I
�I;
.`` IKO INDUSTRIES, LTD
CREEK
� Asphalt Shingles
TECHNICAL SERVICES, LLC
i Armour StarterTm i Basic Wind Speed (Vuii): r Max. 194 mph I _ _
I (Sumas) Basic Wind Speed(Va4): `-Max. 150 mph
Deck(HVHZ): i In accordance with FBC requirements; Solidly sheathed I
min. 19/32 in plywood or wood plank for new construction;
Min. 15/32 in. plywood existing construction.
Deck Non-HVHZ Solidly sheathed ed in accordance with IF re uir ements.
:
I 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
I min. 1"x 12 ga. roofing nails with min.3/8-inch head.
h — , -- —
Standard Application Requires 4 Nails/Fasteners
I
i
I
1
Match Color ,
I STARTER COURSE to'iISelected
1" and 13" from Each End Armourshake
Shingle
Figure 12.Armour StarterTm —
7-
LeadingEdge PlusTM' I -----......__._._.___..—_._...__.
9 Basic Wind Speed� _..Y Max. 194 mph -
I ;
(Hawkesbury) Basic Wind Speed (Vasd): t Max._150 mph _...._.._.._...... _._.......
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
i Min. 15/32 in. plywood existing construction.
Deck(Non-HVHZ): — Solid sheathed in accordance with'FBC requirements_—
_.__—.
Underlayment_ In accordance_with.FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: i Installed in accordance with the FBC and manufacturer's
Published installation;;instructions. ]Shall be attached with
min. 1"x 12 ga_roofi4 nails with min. 3/8-inch head.
f � 1
i Standard Application f 1
1'horn Each Endo
1 r
'1 I.
3'to 4"from Bottom
Figure 13. eading Edge Plus
--.......-— ------- f
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� I
^'!
CREEK " IKO INDUSTRIES,LTD
Asphalt Shingles_
TECHNICAL SERVICES, LLC '
I
LIMITATIONS
I
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.
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 prog"ram in compliance with
Rule 611320-3.
i
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated'compliance with the Florida Building
Code, 13 Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
`,�►►�a t�r���� �j
N.p
E
No 74021 14:22:0�
_04100
�1' STATE OF • 44J�
' ,n'••.� I p •'��� Zachary R. Priest, P.E.
O R �•� (jam�.` Florida Registration No.740211
S ....
ee; '9/O N A'e Organization No.,ANE1'1669
I
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.
I.
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 j 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.