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Fcr 'rG- '
a at rr FL# FL30310 Rl C
Application Type Revision E
Code Version 2020
'Application Status Approved
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Comments
Archived
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Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South i
Brampton;NON-US L6W 3114 i
(905)457-2880 Ext4581
william.liu@iko.com
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Authorized Signature William Liu.
william.liu@iko.com
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Technical Representative William Liu
Address/Phone/Email 40
Hansen Road Soo[h,
-Brampton,FL L6W 3114
(416)525-3740
william.liu@iko.com
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Quality Assurance Representative j
'Address/Phone/Email
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Category Roofing
Subcategory Asphait;Shingles
Compliance Method Evaluation Report from a Florida Registered Architector.a Licensed
Florida Professional Engineer
Evaluation Report=Hardcopy Received
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Florida'Engineer or Architect Name who developed Zachary R.Priest
j the Evaluation Report
Florida License PE-74021 j
Quality Assurance Entity PRI'Construction Materlals Technologies,LLC I
Quality Assurance Contract Expiration Date 12/31/2024 j
Validated By Steven'M,Urich,PE
rJ Validation Checklist-Hardcopy Received
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-Certificate of Independence FL30310 RI COI 11<019-U?2 2020 FBC°gy-{Shinales finale
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Referenced Standard and Year(of Standard) Standard Year
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ASTM D 3018 1990
s ASTM D 3161 2016
l ASTM D 3462 2010
t
ASTM E 108 2016
TAS d00 1995
{ TAS 107 2020
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Equivalence of Product Standards
Certified By
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hops;%/www.floridabu><lduig;org/pr/pr_app_dtl.aspx?param=wGEVXQwt D qvH%2bffZfjp... 1/11Z2021
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Florida Building Code Online IPage 2 of 2
Sections from the Code
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Product Approval Method Method 1 Option D
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Date Submitted 10/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/.16/2020
Sununarvof Products
FL'# Model,Number or.Name Description
30310.1 IKO Shingles, ASTM D 3161,Class F asphalt shingles,hip and ridge
Shingles,starter strip&shingle strip
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL30310 Rl fi IKO19002 2 2020 FBC Eval Shingles
Approved for use outside HVHZ:Yes fina-Lodf
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
FL30310 Rl AE IK019002:2 2020 FBC Eva]Shinales
final.odF
Created by Independent Third Party:Yes
BackNext f
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�pntaet Us?r 2601 Blair Stane Road Tallahassee F1'37399 Phone:850=487-1824-
The State of Florida Is an AA/Hb employer.Coovrinht 2067-2013 state of plodda,::Privacy Statement::AccessibilityStatemenk::Refund StatenienD
under Florida law,email addresses are public records.If you do not want your a-mall address released in response to_a'public-mcords request,do not send'electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275;
(1),Florida Statutes,effective October 1,207.2,licensees licensed under Chapter 455,FS.must provide the.Department with an'email address if they have one.The:
emalis 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 ad email address which can be made available to the public.To determine if you are a Iicensee'under Chapter 455,F.S.,,please
click ern.
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https://Www.fldiidAbuildiiig.org/pr/pr app_dtl:aspx?param=wCTEVXQwtDgVH%2bffLfjp:.. 1/11/2021
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F y Certificate of Authorization No..29824
_ � 17520 Edinburgh Dr
Tampa,FL33647
TkCTrINICAL:.;SERVICES, LaL C (8i3)480-3421
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EVALUATION REPORT FLORIDA BUILDING CODE,r EDITION(2020)
'Manufacturer: IKO INDUSTRIES;LTD lssued.October22,2020
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905)457-2886
www.iko:com
.Manufacturing Plants: Calgary,Alberta
Hawkesbury;Ontario
Hillsboro,TX
Kankakee, IL
Sumas;VITA
Sylacauga,AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies(QUA9110)
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SCOPE
Category:, Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code,7rh Edition(2020)including High-Velocity Hurricane Zones(HVHZ)
Code Sections: 1504.1:1, 1507.2.5, 1507.2.7A, 1523.5.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
i
Enti Report No. Standard Year
FM Approvals(TST1867) 3036971 FM 4475 2010
FM Approvals.(TST1867) 3040947 FM 4475 2010
ASTM E 108 2016
FM Approvals(TST1867) 3041689 FM 4475 2010
FM Approvals(TST1867) 3044376 FM 4475 2010
f FM Approvals(TST1867) 3045254 FM 4475 2010
f FM Approvals(TST1867) 3046151 FM 4475 2010
PRI ConstructionMaterials 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 Constriction Materials Technologies(TST5878) IKO-067-02-01 TAS 100 1995
f PRI Construction Materials Technologies(TST5878) IKO-071-02-01 ASTM D 3462 201OA
PRI Construction Materials Technologies(TST5878) IKO-072-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) I1<0-076-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-077-02-01 TAS 100 1995
c. PRI Construction Materials Technologies(TST5878) IKO-088-02-01 -TAS 100 1996
PRI Construction`Materials Technologies(TST5878) iK0-095-02-01 ASTM D 3462 2010A j
I :PRI Construction Materials Technologies(TST5878) IKO-096-02-01 ASTM D 3462 201.0A
PRI Construction Materials Technologies(TST5878) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 1K0-100-02-01 TAS 107 2020 '
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) I1<0-120>02-01 ASTM D 3462 .2010A
IK019002.2 F1_30310-R2. Page 1 of 15
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services,11C 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.
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r �a �i IKO INDUSTRIES,LTD
�°'r� Asphalt Shingles
TECHNICAL'SERVICES,L.L:C
Enti Reoort No. Standard Year
PRI Construction Materials Technologies(TST5878) IKO-121-02-01 ASTM D 3462 2610A
PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016
PRI.Construction-Materials Technologies(TST5B78) IKO-125-02-01 TAS 107 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 9995
PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 201OA
PRI Construction Materials Technologies(TST5878) IKO-128-02-01 TAS 167 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 'IKO-129-02-01 ASTM D3462 2010A' f
PRI Construction Materials Technologies(TST5878) IKO-130-02-01 ASTM D 3161 2016 i
PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2016A'
PRI Construction Materials Technologies(TST5878) IKOA48-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 160 1995
PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A
PRI ConstructiomMaterials Technologies(TST5878) IK0-171=02=02 TAS 107 2U
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-198-62-02 TAS 106 2020
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 Constriction 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'Maierials Technologies(TST5878) IKO-201-02-01 ASTM D 3462 2010A=
ASTM E 108 .2016
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878). IKO-201-02-02 ASTM•D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-07 TAS 100 1996
PRI Construction Materials Technologies(TST5878) I1<0-202-02-01 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
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
i ASTM E 108 2011 i
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-263-62-62 ASTM D 3161 2016 J
PRI Construction Materials Technologies(TST5878) IK0403-02-07 TAS 100 1995
PRI Construction Materials Techn6logies,(TST5878) I1<0-205-62-01 ASTM D 3462 201OA
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.MaterWs 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 2016
ASTM D 3018 1990(R94)E9
PRI-Construction Materials Technologies(TST5878): IK0-206-02-02 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 201 OA
PRI Constriction 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) 476C0017.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476CO01713 ASTM E 108 2016 I
PRI Construction Materials Technologies(TST5878) 4Mob20.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016
IK018002.2 FL30310-R2 Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-0. 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 doesnot;express nor imply warranty,installation,recommended use, or other product attributes that are not
specifically,addressed herein.
I
I
IKO INDUSTRIES,LTD
CREEKAsphalt Shingles.
TECEII tICAL SERVICES,LLC
I
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 I.
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) 476T0012 ASTM D 3462 2010A.
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 D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0022 ASTM D.3161 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 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 1905
PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476TOO44 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 2610A
PRI Construction Materials Technologies(TST5878) 476T0058 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0059 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0061 ASTM D 7158 2019ael
PRODUCT DESCRIPTION.
RoofshakeTm HW 13-3/4":x 40-7/8", 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.
ArmourshakeTM 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 ASTM D 3462.
I
Crowne$late 13-1/4"x.39-1d', ASTM D 3161, Class F self-sealing,.fiberglass reinforced, laminated
(Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
DynastyT"' 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.
Hiilsboro,.Kankakee 8 'Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only..
Sumas)
I
Nordicl"m IM/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.
IK019002.2 FL30310-R2 Page 3 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'.
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FAY IKO INDUSTRIES,LTD. E
Asphalt Shingles
TECE-tNiCAL SBRvtC ES;l._LC
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Cantbridge--' 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.346Z 1
Hillsboro,:Kankakee; Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only:
'Sumas,Sylacauga, i
Toronto&Wilmington)
.CRC Biltn)ore®' 13-3/4"x 40-718",ASTM D 3161 Class F'self-sealing, fiberglass.reinforced, laminated
(Calgary;Hatnikesbury, architectural.asphalt shingle surfaced with 1granules complying with.ASTM D 3462. r
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-M", ASTM D 3161; Class F self-sealing, 3-tab asphalt;shingle with
(Calgary,Hawkesbury& fibefglass matcoated 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. i
MarathonTm,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 asph6lf and.surfaced with;granules complying j
Hillsboro,Kankakee, with'ASTM D"3462. Shingies manufactured in Calgary, Sumas and Toronto shall be
Sumas,Syiacauga& used in the non-HVHZ only:
Toronto) ;
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Hip&RidgeTM 12 13-1i4"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..
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Hip&Ridge Plus7l 13414: x 39-3/8", ASTM D.3161, Class F fberglass°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 Ridge"m 13-1/4"x 39-3/8", ASTM D 3161, Class F fiberglass-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:
i
ArmourStarterT"" 13-1/4°.x 39-318", ASTM D.3161,.Class F fiberglass reinforced asphalt strip embedded j
:(Sumas) with granules complying with ASTM D 3462. _For use with ArmourshakeTM shingles.'
leading Edge PlusTm 7-7/8" x 40-7/8", ASTM D 3'161, Class F fiberglass reinforced; monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. i
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JKO19002.2 FL30310=R2 Page 4 of 15'
This evaivation report is provided for State-of.Flodda product approval under Rule 61G20.3. The manufacturer shall notify CREEK j
Technical Services,LLC of any product changes orquality assurance changes throughout the duration for which this.report is valid.
This evaluation report does'not express.nor imply warranty,.installabon,recommended use,or other product attributes that are not
specifically addressed-herein:
i
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IKOINlt INDUSTRIES,LTD
CREEK
Asphalt Shingles is
TECHTl IICAL SkR.vicm,LLC
INSTALLATION
I 1.
_ l
RoofshakeT"HW ; Basic Wind Speed Vwt): ( Max. 194 mph
(Sumas) Basic Wind Speed�Ves_d� 5xi Max.0 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood'or wood plank for I
new construction; Min. 15/32 in. plywood existing
_ construction.
? Deck Non-HVHZ Solidly sheathed-in accordance with FBC require_ments_.
Underlayment:. _ - In accordance with FBC requirements. _
i Min:slope: 2:12.and in accordance with FBC requirements. Refer to
the manufacturer's application'instructions when installing
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' rester than 21:12.shingles at slopes�g_
i
iInstallation (Non-.HVHZ): nstalled'with 5-7/8 inch exposure, in accordance.with.FBC 1
I requirements and manufacturer's published; installation
instructions. Shingles' shall be attached using "4 Nail
Pattern"detailed below. i
yy Nail Line Common Bond l
f
Standard Application
Requires 4 Nails ,: f
4 ,
i
s 7/ i
I
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i
i
- - - - - - - - -- Nail
-- Line
Ill
li
�• I
I 5-7/8
� Ftgure 1. Roofshake
Tm HW r_ I
4 Nail Pattern Non-HVHZ only)
I
I
IK019002.2 FL30310=R2 Page 5 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 ;
T.ECHdtSIC:AL.SERVICES,LLC
ArmourshakeTm i Basic Wind Speed Nut): I.Max. 194 mph
(Sumas) I Basic Wind Speed rva Max. 150 mph
1 Deck(HVHZ): In.accordance with FBC requirements;
i Solidly sheathed min. 19/32 in. plywood or wood plank for
j new construction; Min. 15/32 in. plywood existing I
( construction. _
.Deck Non-HVHZ i. Solidly sheathed in accordance with FBC requirements: _)
i nderlayment:. In accordance with FBC requirements.
Min:slope: ! 2:12 and in accordance with FBC requirements. Refer'to
�
the manufacturer's application instructions when installing l
shingles at slopes greater than 21:12.
j Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS.
115 and manufacturer's published installation instructions.
Shingles shall:be attached using "6.Nail Pattern" detailed
{` _ below.. _ 1
i Installation (Non-HVHZ): In with 5-7/8 inch exposure in accordance.with FBC' j
I requirements and manufacturers .published 'Installation
instructions. Shingles shall be attached using either"5 Nail
i l Pattern or"6 Nail Pattern"detailed below.
Standard Application
i Requires 5 Nails/Fasteners I.
s
i Nail Line
L
i Alignment f
r ----- ---- ------ --- Notches i
I 1
r + I
jFigure 2. ArmourshakeTm
I _ S Nail-Pattern(Non=HVHZ only,
Nailing-Steep Slopes/High Wind Areas Applications j
Requires 6 Nails/Fasteners I
Nail Line I
I
Alignment Alignment
Notches~ -_: Notches
jI
Figure 3. ArmourshakeTm
6 Nail Pattern
I
IKO19002.2 FL30310-R2 Page 6 of 15 j
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
i
k
IKO INDUSTRIES,LTD
ACREEKAsphalt Shingles
TECHNICAL SERVICES,i_LG
Royal EstatOm Basic Wind S eed(Wit(WitY. 1 Max.'194 mph
(Toronto) Basic Wind Speed.(Veld). Max. 150 mph _ 1
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. __ I
Deck(Non-HVHZ): _ I Solidly sheathed in accordance with FBC-requirements.
j Underlayment: j In accordance with FBC requirements.
I Min,slope: 1 2:12 and in'accordance with FBC requirements. Refer to
1 the manufacturer's application instructions when installing
shingles at slopes'greater than 21:12. I
Installation(HVHZ):. :Installed with,5 7/8 in. exposure in accordance with.RAS .l
115 and manufacturer's published installation'instructions. I
i I Shingles shall be attached using "•6'Nall Pattern' detailed
_ below. _
Installation (Non-HVHZ): 1•Installed with 5=7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
j instructions. Shingles.shall be attached'using either°4 Nail
1'Pattern"or"6 Nail Pattern"detailed below.
-
�1
Standard Application j
Requires 4 Nails/Fasteners
I
- +------------a------ o
I
4_1
t I I
t
Nails
Figure 4. Royal Estate"m j
4 Nail Pattern non-HVHZ only)
f i
Steep Slope/High Wind Applications
I! Requires 6 Nails/Fasteners
I , '
i
f
i
Nails 1
I
I Figure 5. Royal Estaterm E
I _6 Nail Pattern
IKO19002.2 FL30310-112 Page 7'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
specificaily addressed herein..-
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IKO INDUSTRIES,LTD'
CREEK
. Asphalt Shingles
TECHNICAL SER'ViCES,LLC
Cro S to { Basic Wind Speed(V,,,,)_.Max. 194 mph
'(Toronto). } Basic Wind Speed(Vew): Max. 150 mph I
Deck(HVHZ): i In accordance with FBC requirements; ;
f Solidly sheathed min. 19/32 in.,plywood or wood plank for
_- , new construction; Min. 15/32 in. plywood existing
Lam_ _ construction. _ iI
(.:Deck Non-HVM : Solidl sheathed in accordance with FBC requireme nts. , I
Underlayment: 1 In accordance with FBC requirements. ( i
Min.slope: 2:12'and in accordance with FBC.requirements. Refer to !
i I the manufacturer's:application instructions when installing
! shingles at slopes rg eater than 21:12. I
f installation.(Non-HVHZ): 1 installed with 5-7/8 inch exposure, in accordance with'FBC
I requirements and manufacturer's published installation
instructions. Shingles shall be attached using "5 Nail
Pattern detailed below.
Nail Line
10" EXPOSURE E
l
1 Standard Application
{ Requires 5 Nails/Fasteners
Nail Line 10'�`� 1
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Figure 6. Crown State
_ 6 Nail Pattern (Non-HVHZ only)
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IK019002.2 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 reportis valid.
This evaluation report does hot express nor imply warranty,installation,recommended use, or other product attributes that are not j
specifically addressed herein:
I
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IKO INDUSTRIES,LTD
JCREEK
Asphalt Shingles
TECHNICAL SERVICES,LLC
I
Dynasty""' _ Basic Wind Speed It . .i.Max. 194 mph _ _ —
(Calgary(Non-HVHZ), Basic Wind Speed( aw): `i Max. 160 mph i
Hawkesbury,Kankakee&. Deck(HVHZ): ; In accordance with FBC requirements;
Sumas(Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood.plank for #
I ; .new construction; Min.. 15/32 in. plywood .existing
and _ construction. 1
I Deck -Solidl sheathed in accordance with FBC
Non-HVH requirements.
f 4, —'
NordiOl Underlayment: I In accordance with FBC requirements.
(Kankakee) Min.slope: 1 2:12 and in accordance with FBC requirements. Refer to'
the manufacturer's"application instructions when installing 1
and i:shingles at slopes reater than 21:12. .
Installation(HVHZ): I installed with 5-7l8 in. exposure in.accordance with RAS 1
CRC Regency® 115 and manufacturer's published installation instructions. 1
Shingles shall be attached using "6 Nail Pattern" detailed] �
_ below.. _
i Installation (Non-HVHZ): jpInstalled with 5-7/8 in. exposure in accordance with FBC j
requirements and .manufacturer's published installation.
instructions. Shingles shall be attached using either"4 Nail }
! Pattern"or"6 Nail Pattern"detailed below. i
.. ' ld/4• I I
I Arm=Zone
ArmourZone
Standard Application
Requires 4 Nails/Fasteners
Common Bond 1
f i I
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s . -------- I
ArmourZoneLl I
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{i Figure 7. Dynasty TM and Nordic"m
4 Nail Pattern (non_--HVHZ only) !
ArmourZone-
Armou2eno
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
common Bond1
1-1J4"
ArmourZone
Figure 8. DynasfyT"':and Nordic''" f
6 Nail-Pattern
IK019002.2 FL30310-R2 Page 9 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..
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IKO INDUSTRIES,LTD
;4CREEK Asphalt Shingles
TEGHtVICAL.SERVICES,LLC
{ Cambridge ^ t Basic Wind Speed(Vui): _! Max..194 mph
{ (Calgary(Non-HVH.Z), j Basic Wind Speed(Vag): ; Max..150 mph -
j Hawkesbury,Hillsboro, ` Deck(HVHZ): In accordance with FBC'requirements;
I 'Kankakee,Sumas; ISolidl sheathed min. 19/32 in. ply
wood or wood;plank for s
i Sylacauga,Toronto(Non- I new construction; Min. 15132 in. plywood existing
HVHZ)&Wilmington) ,construction..
i Deck(Non-HVHZ SolidIV sheathed in accordance with FBC requirements, l
and ( Undedaayment: In accordance with FBC requirements
i Min.slope: 2:12 and in accordance with FBC requirements. Refer to i
CRC BiltmoreTm I
(Calgary(Non-HVHZ), i the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.. I
Hawkes Non Kankakee, Installation(HVHZ): Installed with 5-7/8 in. exposure in;accordance with-RAS
Sumas(Non-HVHZ)& i 115 and manufacturer's,published installation:instructions. :'
Toronto(Non-HVHZ)) ! Shingles shall be attached using "6 Nail Pattern" detailed
_ below. _
Installation (Non-HVHZ): 'Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
II i instructions. Shingles shall be attached using either"4 Nail
f ( _( Pattern",or"6 Nail Pattern"detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners ° -
I �
T- - - - - - - - - - - Nail
Line
Figure 9. CambridgeTM and CRC BiltmoreTm '
I
4 Nail Pattern (non=HVHZ only)
i
Nail Line Common Bond
Steep Slope/High :Wind Applications
Requires 6 Nails/Fasteners
7/s°
I� - - - k - - - - - - - - - - Nail
Line 4
I i
5-7/8
Figure 10. CambridgeTm and CRC BiltmoreTm j
I 4 6 Nail Pattern
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IK019002.2 FL30310-R2 Page 10 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.
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JlCkEEK
IKO INDUSTRIES,LTD
Asphalt Shingles
TF-CHWICAL SERVICES,L_L.0 +.
? CRC SuperglassT"A~-- Basic Wind Speed(VL&L I Max.'194 mph
�. (Calgary(Non-HVHZ), ; Basic Wind Speed asd: i Max.150 mph ! f
Hawkesbury,&Toronto Deck(HVHZ): In.accordance with FBC requirements; �I i
I '(Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for
{ new construction; Min. 15/32 in. plywood existing ? `
and construction.
i Deck Non-HVHZ: Solidly sheathed in accordance with FBC Plus AR ulrements:re !
MarathonT'" —`- --`---") —9---~---
Underlayment: ; In accordance with FBC requirements..
} (Calgary(Non-HVHZ), Min.slope:— 12:12 and in accordance with FBC requirements. Refer S
I,Hawkesbury;Hillsboro, I i'the manufacturer's application instructions when installing
i Kankakee,Sumas(Non- ) }j {, I 1 shingles at slopes�reater than 21:12..
HVHZ),Sylacauga&
! Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) 115 and manufacturer's published installation;instructions.
i and Shingles shall be attached using "6 Nail Pattern" detailed !
j below.
I Installation (Non-HVHZ): Installed with 5-7/8 in. 'exposure in accordance with FBCMar ""
requirements and manufacturer's published installation
i (Hillsborosboro&Sylacauga) ,' I instructions. Shinglet shall be attached using dither 4.4 Nail'!
Pattern"or"6 Nail Pattem"detailed below.
t Standard Application
Requires 4,Nails/Fasteners {
1
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+ p
j f
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Sealant Strip }
Figure 111.. CRC SuperglassTm,MarathonTM Plus AR and MarathonTM i
4 Nail Pattern(non-HVHZ only)
Steep Slope/High Wind Applications
-Requires 6 Naiis/Fasteners
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t
Sealant Strip
z I
Figure 12. CRC Supergtass ,MarathoOm Plus AR and Marathon"m
6 Nail Pattern
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IKO19002.2 FL30310-R2- Page 11.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 j
specifically addressed herein.
(
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CRE k
51 IKO INDUSTRIES,LTD
a-r Asphalt shingles
TECHNICAL SERVICES,L.LC
Hip&RidgeTm 12 !,Basic Wind Speed �,: _( Max. 194 mph,
(Kankakee&'Sylacauga) _Basic Wind Speed MA: Max 15_0 mph.,. i
Deck(HVHZ): In accordance with FBC requirements; ,Solidly sheathed t'
min. 19/32 in. plywood or wood plank for new construction;
! I Min 15/32 in.plywood existing construction.
Hip&Ridge PittsTM �#Deck'(Non-HVHZ): 1 Solidly sheathed in accordance with FBC re uiq cements
.(Calgary) tj e" _ _ _ i
I nd rlayment:_ j In accordance with,FBC requirements. I
(non-HVHZ only) Min.dope: i'2:12 and in accordance with FBC requirements.
installation: { Installed with 5-5/8 inch exposute in accordance with the
!� FBGand manufacturer's published installation,_instructions, j
i I The direction of the exposed'end shall be away from the '
prevailing wind..
Perforation Marks
i
r here Directionprevallirog wind
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E4.0ft A i i
1 i
1 n
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f Nails j
i
/ao 1"Taper Cut
6-114" i
Figure 13. Hip&RidgeT"' 12 and
Hip&Ridge PlusT"' (non opjy) ____ i
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IK0190022 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..
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1ko INDUSTRIES,LTD j
CREEK Asphalt Shingles
'TECHNiCAL SERVICES,LLC i
Hip and Ridgii;w— �—(Basic Wind'Speed ,,,���Ma�x 194 mph y"—�
`'(Sumas) i Basic Wind Speed asd: f Max. 150 mph
Deck(Non-HVH�): I Solidly sheathed in accordance with FBC requirements. I '
1 Underlayment: I In accordance with FBC.requirements.
t Min slope: 212•and in accordance with FBC requirements. ,
. _ _ __.
'.Installation: I Installed with.5-5/8 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. .
Nails
� 5-5l8"o
I Start Direction of prevailing wing -
i here
ti , I
j i 1"Taper Cut
Perforation Marks V Optional Taper Cut j
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I s �I .rs a uwu rrr .oft ;M
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Figure 14. Hip and RidgeT"' (non-HVHZ onl ry _
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I1<019002.2 FL30310-R2 Page 13 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 riot-imply warranty,installation,recommended.use,or other product attributes that are not
specifically addressed herein.
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IKO INDUSTRIES;LTD
CRE>dr Asphalt Shingles {
TECHNICAL SERVICES,LLC I
f Armour Starter?°" Basic Wind Speed Nit I Max. 194 mph _ - T—
(SUmaS) 1 Basic Wind Speed Nasd): !.,Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed ,
# min.,19/32 in. plywood or wood plank for new construction;
1 I Min. 15/32 in. plywood existing construction.
I Deck(fVon-H.VHZ):! f Solidly sheathed in accordance with FBC requirements: I
E Underlayment:__ I In accordance with FBC requirements.
Min.slope: i 2:12 and in accordance:with.FBC requirements: . _
installation: 1 Installed in accordance with the FBC and manufacturer's j
published installation instructions. Shall be attached.with f
min. 1"x 12 ga.roofing nails with min.3/8-inch head. j
Standard Application Requires 4 Nails/Fasteners
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I ' Match Color
STARTER COURSE to Selected
! 1" and 13"from Each End Armourshake }
Shingle 1
f
Figure 15.Armour.Starter'""
—Leading g Edge PlusTTM ; Basic Wind Speed Nul�: Max 194 mph {
(Hawkesbury) Basic Wind Speed asd._!_Max 150 mph
{ i Deck(HVHZ), j In accordance with FBC requirements; Solidly sheathed
Ii f. j min. 19/32 in. plywood"or wood plank'for new construction; .l
1 L j Min.'15/32 in.plywood existing construction. _ {
?_Peck(Non-HV shea re HZ�� s ay thed in accordance with FBC uirements�
Und�erlaame_nt: A In'accordance with FBC requirements.
I Minl slope: 212 and in accordance with FBC requirements. .
Installation: Installed in accordance with the FBC and manufacturer's
I published installation instructions: Shall be attached with
1 i min. 1"x 12. a:roofingnails with min.3/8-inch head.
1. Standard Application
i Requires 4 Nalls/Fasteners T from Each End
I
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{ V to 4"from Bottom
Figure 16.Leading Edge Plus"'
IKC19002.2 FL30310=R2 Page 14 of 15 J
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 not imply warranty,installation,recommended use,or other product attributes that are-not
specifically addressed herein,
I
CREEK�w�r. IKO INDUSTRIES,LTD !
'� Asphalt Shingles I i
1
ii;TF-CHNICAL 5ER]rICES,.LLG j
LIMITATIONS I '
1)' Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
'established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. ;
4) Deck substrates shall:be clean, dry', and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment-application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
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.
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COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,7t'Edition(2020)including High-Velocity Hurricane Zones(HVHZ)as evidenced in the referenced documents
submitted by the named manufacturer.
"" 2020.10.22
o� -.
m y No 74021
e R � :*._ �fJ�/4gnrGWLOUY0.RHn
T 04'00'
o p% STATE OF �U
0 • Q ,=_4 � Zachary R.Priest,P.E. !
1.�.•' Nfie` Florida Registration No.74021
Organization No.ANEl1669
CERTIFICATION OF INDEPENDENCE
j
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation: i
i
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.
END OF REPORT
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IK019002.2 FL30310-R2 Page 15 of 15
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:,