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FL## Type I Manufacturer Validated By Status
FL301 310-R1 Revision IKO Industries,Ltd Steven M. Urich,PE A
Histo Category: Roofing pp�oved
ry_ 9 (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:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::`Accessibility Statement::Refund Statement
Under Florida lave,email addresses are public records.If you do not want your e-mail address released In response to a public-records 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(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 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.
Product Approval Accepts:
F'rk
Credit Card
Safe
_ t Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LL,C (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,eH EDITION(2017)
Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 2019
40 Hansen Rd S
Branpton, ON L6W 3H4
Canada
(905)45772880
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 .
Entit Report No. Standard Year
FM Approvals(TST1867) 3036971 FM 4415 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
PR[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 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
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) I1<0-127-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-128-02-01 TAS 107 1995
ASTM D 3161 2018
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
PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3161 2016ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) I1<0=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-108-02-03 ASTM D 3161 20i 6
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
PRI Construction Materials Technologies(TST5878) ASTM D 3018 1990(R94)E1 IK0-201-02-02 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 168 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) I1<0-20$-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
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
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
ArmourshakeM 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 EstateT"' 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.
NordicTM 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.
CambridgeT"' 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 39-318", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury& fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon TM Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas,Sylacauga& used in the non-HVHZ only.
Toronto)
MarathonTA° 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 &RidgeTm 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 ArmourshakeT"" 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.
Page IK019002 FL30310 Pa 9
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.
r QREEKIKO IND.uSTRIES, LTD
.: Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
ArmourshakeT11 Basic Wind Speed (V.it): j Max. 194 mph ---
(Sumas) Basic Wind Speed (Va.,dL^Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed.min. 19/32 in., plywood or wood plank for
new -construction; Min. 15132 in. plywood existing
construction.
Deck Non-HVHZ __- : Solidly sheathed in accordance'with FBC requirements.
I —
Min.d slope:a t• 2 accordance with FBC requirements.
p 12 and iri accordance with FBC requirements. Refer to
the rn_a_nufacturer s,a_pplication instructions when installing
_ shin
I
files ope at sls greater than 21 12:
Installation.(HVHZ): Installed with 5-7/8 inch exposure in,accordance witFi RAS
115-and manufacture rs published installation,
ton instructions.•
i
Shin les
-
shall be using s ng ''6 Nail Pattern" detailed
below.
~Installationn((Non-HVHZ) Installed with 5-7/8 inch exposure-in accordance with FBC
requirements .and manufacturers published. installation i
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application l
Oeau=res.S Nails]Festez ers
i
' I
i
Nail Line i
Alignment
d -- --1 --- ----- - 9 :: Notches
I
i
Figure 1. ArmourshakeTM
5 Nail Pattern (Non-HVHZ onl
.._...._.._._..
Nailing- Steep Slopes/High Wind Areas Applications
frc_quir•Ds6 Nallslrast-�ners
Nail Line AY
Alignment` f !, Alignment
Notches �• ----- �- -- Notches
i
Figure 2. ArmourshakeTM
6 Nail Pattern
IK0.19002 FL30310 Page 4 of11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-'3. The manufa6turer-sha11 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
TECHNICAL SERVICES, LLC
Royal EstateTM Basic Wind Speed (V„itL Max. 194 mph
(Toronto)
! Ba
sic Max. 150 mph
Deck(HVHZ): I 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.
_De
ck Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
LUnclerlayment: In accordance'-wi
n FBC requirements:
1 Min.slope: 2:12 and in accordance with' FBC requirements. Refer to
the manufacturer's application instructions when installing
9
shingles at slo
pes greater than 21:12.
exposure in
Installation(HVHZ): 1 Installedaccordance with RAS
with.5-7/8'in,
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
rinstallation (Non-HVHZ): 1 Installed with,5-718 in. exposure in accordance with FBC
: requirements and manufacturer's published in stallation
instructions. Shingles shall be attached using either"4 Nail 1
Pattern"or"6 Nail Pattern"detailed below.
Standard Appilitatioh
Pe-q.jirG.--4 Nails/Fasteners
- - - - - - - - - - - - - - - - - -
6
Nails
Figure 3. Royal EstateTh,
4 Nail Pattern (non-HVHZ only} j
Steep Slope/High Wind Applications
PPquif,2s 6 Nalls/�ac-teners
j OH
NU
nails
Figure 4. Royal Estate"m
6 Nail Pattern
.............. ------------ ...............
IK019002 FL30310 Page 5 of 11
This bvaluation.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
TECHNICAL SERVICES, LLC
DynastyTM Basic Wind Spe
ed Max. 194 mph
(Calgary(Non-HVHZ),
1 Basic Wind Speed (Vasd): 1 Max. 150 m h
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. 15f32 in. Plywood existing
and
construction.
Deck(Non-HVHZ): LSolidly sheathed in accordance with FBC requirements.
NordicTM I Underla'yment: In accordance with FBC requirements.
(Kankakee) I 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. .
I Installation (HVHZ): Installed with 577/8-in.-exposCjrei in-accordance'with RAS
115 and manufa
cturers published installation instructions.
Shingles shall be' attached using `6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): i Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufactOrer's published installation
instructions. Shin gles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
--71
common Ron�4
------------ ---
-----------27--
------------------------------------------------
ArmourZone
Sty'r iCTM
Figure 5. Dyna m and Nord
4 Nail Pattern (non-HVHZ only
14".
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
common r-on,
-------- ------------
- ----------- ---------
�-
1-1/4-
Armour r7
5-7,13"
L
Sty'r
Figure 6. Dyna m and NoriCTMd
6 Nail Pattern
IK019002 FL3031 0 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 re-port is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or oiher'product attributes that are not
specifically addressed herein.
CREEK, IKO INDUSTRIES, LTD
Asphalt Shingles
` TECHNICAL SERVICES, LLC
Cambridge7m 1 Basic Wind weed Vuit I Max. 194 mph
(Calgary(Non-HVHZ), ;_Basic Wind S Vasd Max. 150 mph _ --
Fiawkesbury, Hillsboro, ; Deck(HVHZ): In accordance with FBC requirements;
Kankakee, Sumps, . ` Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga,Toronto (Non- j new construction; Min. 15/32 in. plywood existing
HVHZ)&Wilmington) I construction. _
' I D,ecck Non-HVHZ): Solidly sheathed in accordance with FBC requirements. _
and Underlayment: _ ? In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC- requirements. Refer to
I CRC BiltmoreT"' the manufacturer's application instructions when installing
(Calgary(Non-HVHZ),
shingles at slopes greater than 21:12. .
Fiawkesbury, Kankakee, Installation (HVHZ): Installed with.5-7/8'in. exposure in accordance with RAS I
Sumps (Non-HVHZ).8 115 and manufacturer's published installation instructions.
Toronto(Non-HVHZ)) i ; Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): I Installed with 5'7/8 in. exposure' in accordance with FBC
requirements and manufacturer's published 'installation 1
instructions. Shingles shall be.attached using either"4 Nail
Pattern"or"6 Nail.Pattern d'etailed below. _
j Nail Line Common Bond
Standard APp lication + �
Requires 4 Nails/Fasteners
I
,
7/8"
I
} - - - - - - - - - - - - Nail
Line
IF7T
5-7/8
I
Figure 7. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
I
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8,
- - - - � - - - = - -'�. Nail
Line
5-7/8
Figure 8. CambridgeTm and CRC BiltmoreTM
i 6 Nail Pattern
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.
CIKO INDUSTRIES, LTD
REEK Asphalt Shingles
TECHNICAL SERVICES, LLC
CRC SuperglassT'd
Basic Wind Speed Max. 194_
(Calgary(Noh-HVHZ), Basic Wind Speed (V,,,,d)-_..L_Maj .�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 in. plywood existing I
and
construction.
Deck(Non-HVHZ): i Solid!y sheaq2ed in accoedancO with FBC requirements.
--� e ul
Marathon TM Plus AR
Underlayment: I In accordance With FBC requirements.
(Calgary(Non-HVHZ),
Min. slope: 1 2:12 and in accordance With FBC requirements. Refer to i
Hawkesbury, Hillsboro
the manufacturer's application instructions when installing
-Sum'as (Non-
Kankakee, Shingles at slopes greater th6n 21:12. .
HVHZ), Sylacauga & -Installatijon (HVHZ): Installed with 5-7/8'in' .,exposure in accordance with FZAS
Toronto (Non-HVHZ))
1 115 and mbnuf6ctdrer'Sr_published installation instructio
ns.
Shingles shall be attached using "6 Nail Pattern" detailed
and
below.
rda
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in acc0
MarathonTM ;c with FBC;
(Sylacauga) I requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail I
Pattern"or"6 N ail Pattern"detailed below.
Standard Application
Requires 4 Nails/F21steners
- - - - - - - - - -- --
Sealant Strip
Figure 9. CRC Superglas S TM, Marathon TM Plus AIR and Marathon TM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nai]S/F2steners
Sealant Strip
Figure 10. CRC Supergla SSTM, M arathonTM Plus AIR and Marathon
T11
6 Nail Pattern
IK019002 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.
INDUSTRIES, LTD
CREE IKO
KAsphalt Shingles
TECHNICAL SERVICES, LLC
Hip&RIdgeTm 12 Basic Wind Speed (V.,t): Max. 19, mph
(Kankakee&Sylacauga) Basic Wind Speed I Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
-d plank for new construction
mi
n. 19/32 in. plywood or woo
Min. 15/32 in. plywood existing construction.
Deck(Non-HVHZL-----^ Solidly sheathed in accordance with FBC requirements.
............
Underlayment: In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installation: Installed-with 5-15/8 inch exposure in accordance with the I
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
Nails
5-5/8"
A
I I Taper Cut
6-1/4"
Figure 11..........Hip & Ridge TM 12
.
......—-------
IK019002 FL3031 0 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 attribu I tes that are not
specifically addressed herein.
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES. LLC
Armour StarterTM Basic Wind Speed (Vuit): Max. 194 mph
(Sumas) I Basic Wind Speed (V,sd): Max. 150 mph....
Deck(HVHZ): with FBC requirements; Solidly sheat
hed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 im plywood existing construction.
Deck(Non-HVHZ): Solidlysheathed in accordance With FBC
requirements.
Underlayrnent! In accordance with FBC requirements.
2:12 and in accordance with'FBd requirements.
Installation: Installed in accordance with the FBC -and manufactbrer's
I published installation instructions. Shall be attached with
I min. 1"x 12 ga.roofing
—nails with min.3/8--inch'he'ad.
Standard Application Requires 4 Nails Fasteners
Match Color
STARTER COURSE to Selected
1" and B" from Each End r A'-m ourshake
Shingle
Figure 12.Armour Starter
'
"'
Leading Edge PIUSTM Basic Wind SpLed Veil . I Max. 191 mp
(Hawkesbury) Basic Wind SpeedMax. 150 mph
jya!Jsd j
-
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).___ Solidl sheathed in accordance with FBC requirements:
1 Undeelayment- I In accordance with FBC requirements.
------Min. slope: .................... 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1"x 12 qa. roofing with min. 3/8-inch head.
Standard AP.O'"tion
4 NA111"Fil,f
from Each End",
J'to 4-from Bottom
Figure 13. Leading Edge Plus'""
IK019002 FL3031 0 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
TECHNICAL SERVICES, LLC 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) 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;6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
2019.08.15
No 74021 14.22.01
-041001
�•'.• STATE OF :4
T'•.� p •'•� Zachary R.Priest, P.E.
O R �• C?��•` Florida Registration No.74021
0 N A;E"IN."ON 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.