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Pmduct Approval mgmi>Product pr Anpiirntion Search->Ao ka�eFon ust>Application Oetnil �! t
(€�'�"-� FL g FL30310-RI
_ '
"�" Application Type RevisionRE
pp �y/� }
Code Version 20.20 ViE ED FOR
Application Status Approved ODE LIANCE COMP t
Commen ts T. � P C I E CO T.Archived l�� occ
i.
/ f
Product Manufacturer IKO Industries Ltd J
Address/Phone/Email 40 Hansen Road South y
Brampton,NON-US L6W 3H4 I
(905)457-2880 Ext 4581
william,liu@iko.com
Authorized Signature William UU
William.liu@iko.com
i
Technical Representative William l_iu
I
Address/Phone/Email 40 f
Hansen Road South
Brampton,FL L6W 3114
(416)525-3740
william.liu@iko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed
Florida Professional Engineer
M Evaluation Report-Hardcopy Received
Florida Engineer or'Architect Name who developed Zachary R.Priest
i the Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI'Construction Materials Technologies,LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M.Urich,PE
W. Validation Checklist-Hardcopy_Received
'Certificate of Independence FL3031Q Rt COT iKQ140Q2 2 2020 F[d oval Shinnle�fir�I TydF
i
I
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3018 1990
ASTM D 3161 2016
ASTM D 3462 2010
ASTM E 108 2016
TAS 100 1995
TAS 107 2020
Equivalence of Product Standards
Certified By
hops://www:floriciabuilding.orWpr/pr_app d l.-aspx?paraTn=wGEVXQwtDgvH%2bffLfjp... 1/11/2021
Florida Building:Code Online Page.2 of 2
i
Sections from the Code
F
{
Product'Approval Method 'Method 1 Option D
1
� 1
Date Submitted 10/16/2019
.Date Validated 10/23%2020
Date Pending FBC Approval 10/28/2020.
Date Approved 12/16/2020
Summaryof Products
FL 9 Model,Number or Name Description
30310.1 IKO Shingles. ASTM D 3161,Class F:asphalt shingles hip and ridge
shingles,starteirstrip shin le strip
Limits of.Use Installation Instructions
Approved for use in HVHZ:Yes FL30310 111 1I W019002.2 2010 FBC Eval Shingles
Approved'for use outside HVFIZ:Yes final.Ddf
Impact Resistant:N/A Verified By:,Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report For limits of use. Evaluation Reports
1`00310"R`I AE I1<019002:2 2Oh FBC Eval Shina es
finl. d
Created by Independent Third'Party:Yes
Back .,Next
Contact Us 2601'Blair Stone Road.Tallahassee FL 32399 Phone:850=487-1824
The Stale of Florida is an AA/EEO employer.Coovdnht 2007-20131State ofFlorida:::Primary Statement;:Accessibility Statement::Refund Statement
'Under Florida law,email addmsses are public records.If you do not want your e-mail address released in response to.a'public-records request;do not send electronic
�mailto 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 Octobers,2012,licensees licensed under Chapter 455,FS: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 tem.
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https://wm v.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvH%2bffLfjp... 1/11/2021
'I I
` w � Certificate of Authorization N6..19824 `
17520 Edinburgh Dr
Tampa,FL 33647
ftECHNICAL SERVICES, L.L C (813)480-3421
EVALUATION REPORT FLoRIba BUILDING CODE,r EDITION(2020)
Manufacturer: IKO INDUSTRIES,LTD lssued.October.22, 2020
.40 Hansen Rd.S
Brampton,-ON L6W 3114
Canada
(905)457-2880
w%wvRox6rn
Manufacturing Plants: Calgary,Alberta
Hawkesbury;Ontario
Hillsboro,:TX
Kankakee; IL
Sumas,WA
Sylacauga,AL
Toronto;Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies(QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code,7`"Edition(2020)including High-Velocity Hurricane.Zones(HVHZ)
Code Sections: 1504.•1.1;1507.2.5, 1507.2.7.1,`1523.5.1, 1523.6.6.1
Properties., Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti Report No. Standard Year
FM Approvals{TST1867) 3036971 FM-4475 2010
FM Approvals.CrST1867) 3040947 FM 4475 2010
ASTM E 108 ;2616
FM Approvals(TST1867) 3041689' FM 4475 2010
i FM Approvals(TST1867) 3044376 FM 4475 2010
FM Approvals(TST1867) 3645264, FM 4475 2010
s 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
I PRI Construction Materials Technologies(TST5878) IKO-053-02-01 TAS 100 1995 .
PRI Construction Materials Technologies;(TST5878) IK0.067-02-01 TAS 100 1995 .
PRI Construction Materials Technologies(TST5878) IKO-0171-02-01 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 Consiruction'Materials Technologies(TST5878) IK0-077-02-01 TAS 1.00 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
is
PRI Constriction Materials Technologies-(TST5878) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-100-02-61 TAS 101 2020
PRI Construction Materials Technologies(TST5878) [KO-114-02-01 TAS 100 1995
PRI,Const(uction Materials Technologies(TST5878) iK0-115;02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-117-02-01 TAS 10.0 1995
i'
PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A
IK019002.2 FL30310-R2 Page 1 of 15
`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 chenges'throughout the duration for which this report is valid.
This evaluation report hoes not express nor imply warranty,installation,recommended use,or other product attributes that are not
.specifically addressed herein:
JIKO INDUSTRIES,LTD
C. Asphalt Shingles `.
TECHNICAL SERVICE$,LLC
Enti Report No. Standard Year 1
PRI Construction Materials Technologies(TST5878) iK0-121-02-01 ASTM D 3462 2010A.
PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO 125-02-01 TAS 107 2020
ASTM D 3161 2016 g
PRI Construction Materials Technologies.(TST5878) IKO-126-02-01 TAS 100 1095
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 2026
'ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) . 1KO-129-02-01 ASTM D 3462. 2010A;
PRI Construction Materials Technologies(TST5878) IK0-130-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 2020
ASTM D 3161 2016
PRI Constriction 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 1095
PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A•
PRI Construction Materials Technologies(TST5878) IKO-171=02-02 TAS 10'7 2D20
PRI Construction Materials Technologies(TST5878) I1<0-171-02 03 ASTM D 3161 2016TAS 100 1995
PRI ConstructionMatedals Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-19B-02-02 TAS 100 '2020
j I PRI Constriction 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-169-02-02 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 b 3462 2010A-
ASTM E 108 2016
ASTM D 3018 1990(R94)Ei
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 2020
ASTM D.3161 2016
FRl 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) 1KO-263-02-62 -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 2016
-ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-205-02-02 .ASTM D 3161 2016
PRI Construction.Materials Technologies(TST5B78) I1<0-205-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-206-02=01 ASTM D 3462 2010A
ASTM E 108 2016
ASTM D 3019 1990(R94)E1
PRI Construction Materials Technologies(TST5878) I1<0-206-02-02 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) 476C0017.1 ASTM D 3462 2010A
PRI.Construction Materials Technologies(TST5878) 476C6017.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476CO01713 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476CO020.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016
I � -
IK019002.2 FL30310-R2
Page 2`of 75
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
�=< IKO INDUSTRIES,LTDCREEK
Asphalt Shingles
`t-ECHWICALSIERVICES,LIL..0
Enti Report No, Standard Year
PRI Construction Materials Technologies(TST5878) 476C0020.3 ASTM E 108 2016
'PRI Construction Materials Technologies(TST5878) 476C0033.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0033.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476C0033.3 ASTM E 108 2016
PRI Construction Materials Technologies-(TST5878) 476T0002 ASTM D 3462 2010A' i
PRI Construction Materials Technologies(TST5878) 476T0003 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0004 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0012 ASTM D 3462 2010A' j
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0013. ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) 476T0021 ASTM D`3462 2010A.
ASTM D3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0022' ASTM D 3181 2016
TAS 107 2020
.PRI Construction Materials Technologies(TST5878) 476T0023 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0034 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476T0039 ASTM D 3462 201OA:
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0040 ASTM D-3161 2016
PRI Construction Materials Technologies(TST5878) 476T0041 TAS 100 1905
PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0049 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
PRI Construction Materials Technologies(TST5878) 476T0057 ASTM D 3462 2010A
PRI,Construction Materials Technologies(TST5878) 476T0058 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T6059 ASTM D 3161' 2016
PRI Construction Materials Technologies(TST5878) 476T0061 ASTM D 7158 20196el
i PRODUCT DESCRIPTION.
I
Roofshake'"HW 13-3/4"x 40-718", ASTM D 3161,"Class F self-sealing, fiberglass reinforced, laminated
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non=HVHZ only.
I.
Armourshakd- 18-1/2"x 3773/8", 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 ASTIVI D 3462.
Crowne Slate 13-1/4"x 39-1/2", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
F (Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
Dynasty,TM 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 Sumas shall be used in thenon-HVHZ.only..
Sumas)
NordicTm 13-3/4"x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro&Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462,
IKO19002.2 FL30310-R2 Page 3 of 15
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 hot,e4ress nor imply warranty,installation,recommended use,or other product attributes that,are not
specifically addressed herein.
1KO INDUSTRIES,LTD
uCREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Cambridge'M 13-3/4"x 40-7/8, ASTM D 31'61, 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, i
Sumas,Sylacauga, f
Toronto&Wilmington)
'CRC Biltrnore® 13-3/4" x 40-718%ASTM D 8161, Class.F self-sealing, fiberglass }reinforced, laminated I
(Calgary,Hawkesbury, architectural:asphalt shingle surfaced with granules complying with ASTM D 3462. s
Sumas.& Toronto) Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency® 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.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.-
CRC Superglass® 13-1/4" x 39-318", ASTM D 3161, Class F self-sealing, 37tab 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""'Plus AR 13-1/4" x 39-3/8", ASTM'D 3161, Class F self-sealing, 34ab asphalt:shingle with
(Calgary,Hawkesbury, fiberglass mat coated on both sides with asphaltand 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)
F 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 12-inches complying with
ASTM D 3462.
r Hip&Ridge Plus rm 13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Calgary) and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.-
Hip and RidgeTA° 13-1/4"x 39-3/8", ASTM D 3161, Class F fiberrglass reinforced, monolayer asphalt hip
(Sumas) and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Armour Starter""' 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""shirigles.
Leading Edge PlusTm 7-7/8' x 40-718", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
f;
E
IK019002.2 FL30310-R2 Page 4 of 15
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
C E.E Asphalt Shingles.
TECHNICAL SERVICES,LLC
INSTALLATION i
RoofshakeTrn HW I Basic Wind Speed Max.194 mph
(Sumas) ; Basic Wind Speed(Vasd): Max. 150 mph __ I
I i Deck(HVHZ): accordance.with FBC requirements;
I , Solidly sheathed min. 19/32 in. plywood or wood plank.for I
new construction; Min. 15/32 'in. plywood existing
construction.. I i
I ; Deck(Non-HVHZ): Solidly sheathed.in accordance with FBC require_ments.T...
j ? Underlayment:. In accordance with-FBC requirements.
I j Min.slope: 2:12 and in accordance.with FBC requirements.' Refer to
E the manufacturer's application instructions when installing
i { shingles at-slopes greater than 21:12: _
Installation (Non-HVVH )Z Installed with 5-7/8 inch-exposure, in:accordance with.FB6
' requirements and manufacturer's published installation i
I instructions. Shingles shall be attached using "4 Nail =
1 Pattem"detailed below. _
Nail Line Common Bond
I
y
1 Standard Application }
Requires 4 Nails .. '
`7/8
I
i —
- - - —— — — — - - - -- Nineail i
L
i s-7/a
i
Figure 1. RoofshakeTm HW
i 4 Nail Pattern (Non-HVHZ ou��_—, i
is
r:
IK019002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical-Setvices,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
-jCREEK Asphalt Shingles
TECI-t111IGAL SERVECES,ILLC
t
ArmourshakeTd ( Basic Wind Speed mi: Max. 1§4 mph E
(Sigmas) f Basic Wind.Spee a�: I Max. 150 mph _
ii-
Deck(HVHZ): In-accordance wit
h FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
I
new construction; Min. '16/32 in.� - plywood —existing ;
_ construction.
E Deck Non-HVHZ__ F Solidly sheathed in accordance with FBC requirements
1 Underla ment: j 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)_-�I Installed with 5-7/8 inch exposure in accordance with;RA"
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
1 4 below, I
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
i t
i Pattern"or."6 Nail Pattern"detailed below.
Standard Application i
Requires 5 Nails/Fasteners
Nail Line
Z1
iN_
i j
;
Alignment }
Notches
I I'
i
i
Figure 2. ArmourshakeTm
is 5 Nail Pattern(Non-HVHZ only)
!
Nailing-Steep Slopes/High'Wind Areas Applications
Requires G Nails/Fasteners
Nall Line
j
Alignment Alignment
': ! Notches' '' .Notches
i
i
I i
Figure 3. Armourshake-1
6 Nail Pattern
IKO19002.2 FL30310-R2 Page'6 of 15
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 3
y
-SCREEKIKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC g
Royal EstateT'd —Bis-.i.c Wind Speed(Vo��� ,!_.Max. 194 mph
f (Toronto) LBasic Wind Speed(Vest: t 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 1
' construction.
I Deck Non-HVHZ}: Solidly sheathed in accordance with FBC.requirements. i
Underlayment: I In accordance with FBC_requirements. 1
Min.slope: 2:12 and in accordance with FBC requirements. Refer to i
the,manufacturer's application instructions when installing i
shingles at slopes'greater than 21:12. _
f Installation(HVHZ): I,Installed with 5-7/8.in. exposure'in accordance with RAS
115 and manufacturer's published installation;instruct ions.
Shingles shall be attached using "6 Nail Pattern" detailed �!!!
I ; 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
Pattern"or"6 Nail Pattern"detailed below.
f Standard Application
} Requires 4 Nails/Fasteners I
I
+------------o------- o i
i
1
u I 1
i Nails i
Figure 4. Royal Estate-rm
f — _ 4 Nail Pattern non-HVHZ only)_
Steep Slope/High Wind Applications
I' Requires 6 Nails/Fasteners I
; I
Ll
i I
l
{ i
Nails
i
Figure 6. Royal EstateTrA
6 Nail Pattern ,
IK019002.2 FL30310-R2 Page 7 of 15
This evaluation reporf.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 attribute's that are not
.specifically addressed herein.
i
`' '
IKO INDUSTRIES,LTD:
.C . EE Asphalt Shingles
i.
TECHNICAL SERVICES,LLC
1 CrowneSlate _ e BasicWlndS eed Vu--ic)._--�MaX. 194•mph
{ '(Toronto) Basic Wind Speed(Vast): I Max. 150 mph { i
4 Deck(HVHZ): i In accordance with.FBC requirements; I
j ! Solidly sheathed min. 19/32 in.,plywood or wood plank for
( new construction; Min. 15/32 Lin. plywood existing ;
r ► construction.
I Deck Non HVHZ): Soli, sheathed In accordance with FBC requirements.
i Underlayment: _ In accordance with FBC requirements.
I ; Min.slope. 1 212 and inaccordance with FBC requirements. Refer to
{ ? the manufacturer's application instructions when installing f
shingles at slopes greater than 21:12.' — I
Installation llation.(Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with'FBC
requirements and :manufacturer's published installation 1
i instructions. Shingles shall be attached using "5 Nail j
I Pattern detailed below.: {
Nail Line ..
10" EXPOSURE
� I
Standard.Application
I Requires 5 Nails/Fasteners
t Nail Line
i
I I �
I
is {
Figure 6. Crown State ,
5 Nail Pattern(Non-HVHZ only) {
k
f;
I1<019002.2 FL30310-R2 Page 8 of 15
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 attnbutes that are not
specifically addressed herein.
,IKO INDUSTRIES,LTD
CREEK Asphalt-Shingles
TECHNICAL SERVICES,LLC
Dom- Basic Wind Speed 1-Max..194.mph
(Calgary(Non-HVHZ), Basic Wind Speed150 mph
HaWkesbury, Kankakee& Deck(HVHZ): in accordance with FBC requirements;
Sumas(Non-HVHZ)) I I Solidly-sheathed min.. 19/32 in. plywood or wood plank for
new construction; Min. 15/32i in. plywood existing
and iconstruction.
Deck(Non-HVF14:_ 1-Solidly sheathed in accordance with.F13C requirements.
Nordic- rgnd(gl?yMent-._ In accordance with FBC requirements.
(Kankakee) 2:12 and in accordance.with FBC-requirements. Refer to
MinAl6pe:
the manufacturer's application instructions when installing
and i shingles at slopes neater than 2l;1.2....
Installation(HVHZ): 1 Installed with 5-718 in, exposure in..accordance with RAS
CRC Regency@ 115 and manufactu rer's published installation*instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-7/6 in. exposure in accordance with FBC
requirements, and manufacturer's published installation]
instructions. Shingles shall be attached using either"4 Nail 1
i Pattern"or"6 Nail Pattern"detailed below.
ArmourZone
ArrhourZone
Stanclard Application
Requires 4,Nails/Fasteners
Common Bond
--------- ----
------------------ -
1-1/4
ArrnourZone
5=7/8"
Figure 7. DynaStyTm and NordicTm
4 Nail Pattern(non-HVHZ only)
J.
ArmaurZone
Aur7nno
Steep Slope/High Wind Applications
Pequir6s 6 Nails/Fasteners
Corn' on Bond
1-1W
ArmourZone
Figure 8. DynastyTM and NordiCTM
6 Nail-Pattern
IK019002.2 FL30310-R2 Page 9 of 15
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.
F 7- _ViK0 INDUSTRIES,LTD
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
j CambridgeT"" Basic Wind_SRee_d Mit .!Max. 194 mph
(Calgary(Non-HVHZ), I Basic Wind Speed(Vase): - Max. 150
Hawkesbury, Hillsboro, Deck(HVHZ): i In accordance with FBC requirements;
i Kankakee,Surnas; Solidly sheathed min. 19/32 in. plywood or wood plank for i
Sylacauga,Toronto(Non- i new construction; Min. 15t32 in. plywood existing I
HVHZ)&Wilmington) _ construction.
Deck(Non-HVHZ):-- I Solidly sheathed in accordance with FBC requirements__
and I— In accordance with FBC requirements.. !
I_Underlayment:
Min.-slope: 2:12 and in accordance with FBC requirements. Refer to i
CRC BiltmoreTm ! ; the manufacturer's-application instructions when installing
(Calgary(Non-HVHZ), ! 1 shingles at slopes greater than 21`12..
Hawkesbury; Kankakee, j Installation(HVHZ): I Installed with 5-7l8 in. exposure in;accordance with RAS :i
Sumas(Non-HVHZ)& ; 115 and manufacturer's published installation instructions. I
Toronto(Non-HVHZ)) I I Shingles shall be attached using "6 Nail Pattern" detailed
below. _
Installation (Non-HVHZ): Installed_with 5-718 in. exposure in accordance with FBC
J ) requirements and manufacturer's published installation
i 1 instructions. Shingles shall be attached using either"4 Nail
_Pattern"or"6 Nail Pattern"detailed below_.
�— Nail-.Line Common Bond
Standard Application \i
Requires 4 Nails%Fasteners
I _
7/8"
{ - - - - a - - - - - - -- - - Nail
Line
5-7/8
' Figure 9. CambridgeTm and CRC BiltmoreTm
4 Nail Pattern (non-HVHZ only)
'Nail Line Common Bond
1 Steep Slope/High Wind Applications
! Requires 6 Nails/Fasteners-
1 7/8"
I
i
- - - - - - - - - •- - - - Nail :, • i
{ Line `
_ 5-7/8 i
{ Figure 10. CambridgeT"' and CRC BiltmoreT"'
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 10 of 15
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
}
JCREEK.
IKO INDUSTRIES,-LTD
Asphalt Shingles
TECHNicAL SERVICES,LLC
CRC Superglass�- [-Basic Wind Speed A: ? -Max. 194 mph
(Calgary(Non-HVHZ), _Basic Wind Speed(Vasa Max. 150 mph
Hawkesbury,?,'Toronto Deck(HVHZ): I In:accordance with FBC requirements; I
(Non-HVHZ)) i .Solidly sheathed min. 19132 in. plywood or wood plank for i
i i I new construction; Min. '15/32 in. plywood existing
and construction.
Deck Non-HVHZ: Solidly sheathed in accordance with..FBC requirements.
MarathonTA°Plus AR '• Underlayment: I In accordance with FBC requirements.(Calgary(Non-HVHZ), Min.slope: i 2:12 and in accordance with FBC.requirements Refer to
( Hawkesburyy Hillsboro, i the manufacturer's application instructions when installing
! Kankakee,Sumas(Non- ! ;.:shingles at slopes greater than 21:12. . _
H Sylacauga& f Installation(HVHZ): Installed.with 5-7/8 in. exposure in accordance with RAS '
Toronto(Non-HVHZ)) l 115 and manufacturer's published installation instructions.
and ? 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
MarathanT"" J requirements and •manu acturer's published installation i
I (Hillsboro.'&Sylacauga) 1 3
i instructions. Shingles shall be attached using either".4 Nail'J
1 Pattern"or"6 Nail Pattern"detailed below.
E ---"- Standard Application i
t �
Requires 4'Nails/Fasteners
a i
7i
I
I !
?
i
j Sealant'Strip
1 i
( Figure 11. CRC SuperglassTm,Marathon TM Plus AR and MarathonTM I
i 4 Nail Pattern (non-HVHZ only)
-r
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
i
? i
i
_ I
{ Sealant Strip i
Figure 12. .CRC'SuperglassT ,Marathon""' Plus AR and Marath.onT11
6 Nail Pattern
IK019002.2. FL30310-R2 Page 19 of 15
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.
it
i
C'REEKIKOINDUSTRIES,LTD
Asphalt Shingles
TECHNICAL-SERVICES,L.L-G
Hip,&RidgeT"""12 I�Basic Wind Speedmph
1 .(Kankakee&Sylacauga) Basic Wind Spq_qdLMsd
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed ,
and Ii min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in.plywood existing construction.
Hip&.Ridge Plus IT i Deck Non-HVHZ); Solidly sheathed in accordance.with FBC requirements..
I _:�.._�__�-- �C_
i (Calgary) ; t.lndedayment: _ In accordance with.FBC requirements. — —�
(non-HVHZ only) Min.slope 12:12 and in.accordance with FBC requirements: 1`1
Installation: Installed with 5-5/8 inch exposure in accordance with the 1
l FBC and manufacturer's published installation,instructions. j
The direction of the exposed end shall be away from the
prevailing wind.
l I ,
Perforation Marks
I
. I.
l
Start Direction of prevailing wind
here-
Nails {
1111( � s
� m
1 1 1"Taper Cut
! 1' 6-114" k
� l _
Figure 13. Hip&RidgeTM 12 and
_ Hip&Ridge PlusTD° non-HVHZ on
IK019002.2 FL30310-R2 Page 12 of 15
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 s
TECHNICAL SERVICES,LLC
I sip a➢p nd Ridg T^' Basic Wind Spe
ed 1L/„1, Max:194 mph
j (Sumas) i Basic Wind Speed 1 0 mph
L.Deck(Non-HVHZZ: I Solidly sheathed in accordance with FBC requirements_.
Underlayment:_ in accordance with FBC requirements. _
i Min.slope: _— —( 212.and in accordance with FBC requirements.
i Installation: ^�-1 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 '
L f _prevailing wind. . .. I
Nalls ---�_
Start Direct[o+n`af.prevaiii>rag wind
here
I
�\ .'A I
1,j�I 1"Taper Cut
I I s-1/4"
i I I
Perforation Marks
i" Optional Taper Cut
1
I �
V`L-m a �� aft�� ae
I I I 1 I i l I f 1
i � I
3
Figure 14. Hip and Ridgett" inon-HVHZ.oniv_Z_^ i
is
it
k
IK019002.2 FL30310-R2 Page 13`of 15
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
IKO INDUSTRIES,LTD
CRSEKAsphalt Shingles
TECHNICAL SERVICES,LLC
I
i Armour StarterTm y ; Basic Wind Sp.-
p V(_ Max._194 mph
.
(Sumas) Basic_Wind S eed a Wsa !.:Max. 150 mph N^
Deck(HVHZ): 1 In accordance with FBC requirements; Solidly sheathed
min:19/32 in. plywood or wood plank for new construction;
Min:'15/32 in Plyood existin construction. ___
I I Deck(Non-HVH): .I SSolid!y sheathed in accordance with FBC requirements. I
} Underlayment: _ I In accordance with FBC_requirements.
12:12 and in accordance with FBC requirements.
Installation: I Installed in accordance with the FBC and manufacturer's I
I ; -published installation instructions. Shall be attached with I
I min.:.1"x 12 qa.roofing nails with min.3/8-inch head.
I Standard Application Requires 4 Nails/Fasteners
Match color
I` STARTER COURSE I i to Selected
V and 13"from Each End Armourshake
i Shingle s
i
_ Figure 15.Armour Starteff
} Leading Edge PlusTm Basic Wind Speed Vwr: ' Max,-194 mph
I (Hawkesbury) 1 Basic Wind S eed asd L Max. 150 mph
Deck(HVHZ): 1 In accordance with FBC requirements; Solidly sheathed 1
I min. 19/32 in. plywood"or wood plank for new construction;
I j ; Min. 15132 in. Plywood existing construction.
E DeckSNon1 IVHZ��^ i Solidly sheathed in accordance with_FBC requirements.
# Underlayment: I In'accordance with FBC requirements. _
4 Min.slope: 1 2:12 and in accordance with.FBC requirements. _
i + Installation: A Installed in accordance with the FBC:and manufacturer's
published installation instructions: Shall be attached with j
j min. 1"x 12 ga: roofingnails with min.3/8-inch head. I
{
I' Standard Application I
i Requ:ras 4.Nalts/Fasteners .T from Each End
• I
/ \ i
' ' I
j Ll
/4
i 3"to 4"from Bottom
Figure 16.Leading Edge PlusT""
I1<01bou.'2 FL30310-R2 Page 14 of 15
This evaluation.report is provided for State of Florida product approval under Rule 61G20-3. The'manufacturer'shali notify CREEK
Technical Services,.LLC of any product changes or quality assurance changes throughout the duration.for which this report is valid.
es that are not
" ut at c attnb r product does note express nor imply warra nt installation recommended use,or oche p
' evaluation report R Y Y.This XP
p
specifically addressed herein.
IKO INDUSTRIES,LTD
CREEK' Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
I Fire Classification is not Wthih 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 F.BC 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 dodo compliant detail shall prevail.
7) All products listed in this eeport 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, 7'h Edition(2020)including High-Velocity Hurricane Zones(HVHZ)as evidenced in the referenced documents
submitted by the named manufacturer.
""P
R. P . 2020.101.22
E N
14:10:00
No 74021
U,
—0
400
13 STATE OF 44/
0 Zachary R.Priest, P.E.
4 j�;NA
C�—
0 R\9• 44/. 4%. Florida Registration No.74021
% Organization No.ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a firianeW interest in Any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled rolled 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
IK019002.2 FL30310-R2 Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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.