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FL# FL30310-RI
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton,NON-US L6W 3114
(905)457-2880 Ext 4581
william.liu@ikc.com
Authorized Signature William Liu
william.liu@iko.com
Technical Representative William Liu
Address/Phone/Email 40
Hansen Road SotSth
Brampton,FL L6W 3H4
(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
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL30310 R1 COI 1K019002.2 2020 FBC Eval Shingles flnal_.pdf
Referenced Standard and Year(of Standard) Standard Yea.r
ASTM D 3018 1990
ASTM D 3151 2016
ASTM d 3462 2010
ASTM E 108 2016
TAS 100 1995
TAS 107 2020
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZf p... 1/11/2021
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2019
Date Validated 10/73/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020
Summary of Products
FL# Model,Number or Name Description
30310.1 IKO Shingles ASTM D 3€61,Class F asphalt shingles, hip and ridge
shingles,starter strip&shingle strip
Limits of Use Installation Instructions
Approved for use in HVMZ:Yes FL30310 R1 11 IK019002.2 2020 FBC Eval Shingles
Approved for use outside HVHZ:Yes fznal.pdf
Impact Resistant: N/A Verified By: Zachary R. Priest PF-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL30310 R1 AE IK019002.2 2020 FBC Eval Shingles
final.odf
Created by Independent Third Party:Yes
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Contact ::2601 5f3 r Stone Road,Tallahassee FL 32399 Phone:859-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public recordsrequest,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 455r F.S.must provide the Department with an email address if they have one.The
emails provided may he 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 emai{address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
dick here.
Product Approval Accepts:
® ® Mmm
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�wGEVXQwtDgvH%2bffZfjp... 1/11/2021
Certificate of Authorization No. 29824
CREEK17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: IKO INDUSTRIES, LTD Issued October22, 2020
40 Hansen Rd S
Brampton, ON L6W 311-14
Canada
(905)457-2880
www.iko.com
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`r' Edition (2020) including High-Velocity Hurricane Zones(HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.&5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
FM Approvals(TST1867) 3035971 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
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-C2-01 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 1996
PRI Construction Matenals Technologies(TST5878) IKO-095-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-096-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-100-C2-01 TAS 107 2020
PRI Construction Materials Technologies(TST5878) I KO-1 14-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) I KO-1 15-02-01 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
IK019002.2 FL30310-R2 Page 1 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.
CREEKIKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) I KO-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) IK0-125-02-01 TAS 107 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-128-02-01 TAS 107 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-129-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-130-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-148-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-171-02-02 TAS 107 2020
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 2020
PRI Construction Materials Technologies(TST5878) IKO-198-02-03 ASTM D 3161 206
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 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
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) {KO-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(TST5878) IKO-205-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 201CA
ASTM E 108 2016
ASTM D 3018 1990(R94)EI
PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-206-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-208-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-217-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-218-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476CO017.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0017.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476C0017.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476C0020.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016
IK019002.2 FL30310-R2
Page 2 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.
CREEK IKC I AsphalRI LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 476C0020.3 ASTM F 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 0 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
TAS107 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 1995
PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A
ASTM D 3018 11990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A
ASTM D 3019 1990(R94)Ei
PRI Construction Materials Technologies(TST5878) 476T0045 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476TC057 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 47BT0058 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0059 ASTM D 3161 2015
PRI Construction Materials Technologies(TST5878) 476T0061 ASTM D 7158 2019ael
PRODUCT DESCRIPTION
RoofshakeTm HW 13-314" 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.
ArmourshakeT"^ 18-112' x 37-318°, ASTM ❑ 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate'T" 13-114" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Crowne Slate 13-114" x 39-112", 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.
Dynasty7#° 13-314" x 40-718", 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 the non-HVHZ only.
Sumas)
NordiCTM 13-314" x 40-718", 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 forwhich 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 1K0INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, L..LC
CambridgeTm 13-314" 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® 13-314" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Sumas& Toronto) Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
CRC Regency® 13-314" x 40-718", 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, 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' Plus AR 13-114" 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
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas,Sylacauga& used in the non-HVHZ only.
Toronto)
Hip&RidgeT11 12 13-114" 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.
Hip&Ridge PlusTM 13-114: x 39-318", 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 Ridge TM 13-114" x 39-318", 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.
Armour Starter TM 13-114" x 39-318", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles.
Leading Edge PIusTM 7-718" x 40-718°, ASTM f7 3161, Class F fiberglass reinforced, monalayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
I1<O19002.2 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.
KO INDUSTRIES, LTD
CREEK Asphalt Shingles
I TECHNICAL SERVICES, LLC
INSTALLATION
--------------------------------- —--------------------
Roofshalke Tm HW I Basic Wind S jyu!�): Max. 194.mp
_Petq ...................
(Sumas) Basic Wind Speed(Vad): i Max. 150
................ ........--------- ---—-----------------------
DeCk(HVHZ)' n accordance with FBC requirements,
I Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction-, Min. 15/32 in. plywood existing
construction.
...................... ...............
Solidly sheathed in accordance with FBC requirements.
.................................................. .........._...............................................................
Underlayment I In accordance with FBC requirements.
.....................................
Min.slope: 2:12 and in accordance with FBC requirements. Refer to I
the manufacturer's application instructions when installing
shijqgjes at slopes greater than 21:12.
--------------------------------- ---------
...........
Installation on-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nall
Pattern"detailed below.
-------------- ...................... -------------------------
Nall Line Common Bond
Standard Application
Requires 4 Nails
7/8
/— — — — — — — — — — — — — — Nail
Line
5-7/8
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ only)
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 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.
IKOI LTDCREEK Asphalt Shingles TEcHNICAL SE:RVICIES, LIL.,C
--._.......... ............... - - ---- -- ------ _ - --------- -_ ---- _ -------------
ArmourshakeTm Basic Wind Speed
Wind Naaisr}e_ Max 194_.__mpphh
_ _ _---- _ .....-.___ -........-(Sumas) Max 15q mSpeed b ----------------------- ---_......-------............
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 : Salidl sheathed in accordance with FBC requirements.
- Y -- --------.-.__. ----- _.__._...,
Underlayment In accordance with FBG requirements,
_ ;
Min. slope: 12:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
- - - --....- .-._._.__..
Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
_._._...._-- __W..._-............................_ -..1..._ ... -
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or T Nail Pattern"detailed below.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
Notches
Figure 2. Armourshake-
____.___._. .- 5 Nail Pattern (Non-HVHZ only}-��
Nailing—Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment F Alignment
Notches Notches
Figure 3. ArmourshakeTm
6 Nail Pattern
---------------
IK019002.2 FL30310-R2 Page 6 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.
CREEKIKO INDUSTRIES,LTD
+� Asphalt Shingles
TECHNICAL SERVICES,LLC
-- ------......, __----- __.-.-.-...._._.- ..............
Royal Esta#e'TM Basi__ c Wlnd Speed Mit) µ Max. 194 mph
--- - --------------- - --------- ----------
(Toronto) Basic Wind Seed '
_.. ............ .P. . _NaS--) - Max. 153 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.
Deck Non-HVHZ�_ Solidly sheathed In accordance with FBC requirements.
....................... . --------- ......
Underlarrlent: In accordance with FBC requirements,.-.-._-.-.. - ._.. -.-.-.-._- I...... ....4 ------ .............._-..._,......_....-_.-........_....;
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.
------------ -- - g - -------._._.....................- - _._..-.._-..
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "S Nail Pattern" detailed
_................... ----- _below.
---.-.-.-...-.-._---------------........
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
- - --- - y--- -- - - - - ---- -- -- -- -
i
Nails
Figure 4. Royal EstateTM
4 Nail Patterny(non_HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nails
Figure 5. Royal EstateTM
6 Nail Pattern
I1<019002.2 FL30310-R2 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
specifically addressed herein.
INDUSTRIES,LTD
CREEK IKO Asphalt Shingles
I TECHNICAL,SERVICES,LLC
........................ ........------------ ------------------------------------1-1--..-..-.......--.-.--..-.-....-.......-.-.-.-.---—---------------------------------- ..........
Crowne Slate
Basic Wind S eed(V,,It): 1 Max. 194
------------
(Toronto) Basic Wind Speed(V.w): Max. 160 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 I
construction.
Deck(Non-HV
........ Solidly sheathed in accordance with FBG requirements.
.............................
Underlavment: 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 (Non-HVHZ): Installed with 5-718 inch exposure, in accordance' with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using `5 Nail
Pattern"detailed below................................... ........... ........... ...........
Nail Line%-..
101, EXPOSURE
Standard Application
Pecluires 5 Nails/Fasteners
Nail Line
Figure 6, Crown Slate
5 Nail Pattern (Non-HVHZ only)_................ ---------------------------------------
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 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
dynastyT"' Basic Wlnd Speed(V,,r} Max 194 mph
(Calgary(Nan-HVHZ), Basic Wind Speed (Vag Max 150 mph _
--- ---- ---- ._.__
Hawkesbury, Kankakee& Deck(HVHZ): In accordance with FBC requirements-,
Sumas(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction- Min. 15/32 in. plywood existing
and construction.
Deck(Non-HVHZ)_ Solidly sheathed in accordance with FBC requirements_
_
Nordic"' lJnderlayment In accordance with FBC requirements
----- _-
(Kankakee) : Min. slope; 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
and shingles at slopes greater than 21:12. .
--- ----- _._._ .---._._._._. -.
installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
CRC Regency® 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below. i
Installation (Non HVHZ) : Installed with 5-718 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
1I
Armourzwe
ArmourZone
Standard Application
Requires 4 Nails/Fasteners
Common Bond
-- ------------ ------------ ----------- -- F
------------------------------
ArmourZone
-'---------
ArmourZone
r7 17 r7-
Figure 7. DynastyTM and NordicTm
4 Nail Pattern (non-HVHZ on I►��-
AmnawZone =
7
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
i�
Common Bond
----------- -----------
Z_ � •. i
14/4'
ArmourZone
r7 I
Figure 8. DynastyTm and NordicT"'
6 Nail Pattern
IKO19002.2 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.
CR �[ IKO INDUSTRIES, LTD
L.i l� Asphalt Shingles
TECHNICAL.SERVICES, LLC
......................... w --..,
CambridgeTM Bask Wind Speed Max 194 mph —--------------- ._._--------.............._.._._- _.
(Calgary(Non-HVHZ), eed 150 Basic Wind S a� : Max. m.
----.... -- -_.p._. �!-.- -.... . Ph_ ----._. ----------..-... - -- --------
Hawkesbury, Hillsboro, Deck(HVHZ): In accordance with FBC requirements;
Kankakee, Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga, Toronto(Non- ' new construction; Min. 15/32 in. plywood existing
HVHZ)&Wilmington) construction.
Deck(Non HVHZ) Solidly sheathed In accordance with FBC
and requirements i� ..._ _ -__ _....�.......-- ----�--....._
Urtderlayment_ -- In accardanc with FBC requirements. ___._.-__._..__...-...-..-..-...-....___
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreTM the manufacturer's application instructions when installing
(Calgary(Nan-HVHZ),
.-.--____--___.-.-..._-..____.-.-.-...._...___ _shingles at slopes greater than 21:12. - €
Hawkesbury, Kankakee, _ - -- ................... . ..........._ .-.-._-......
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Sumas(Nan-HVHZ) 8 115 and manufacturer's published installation instructions.
Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed
below.
- ._.................. .-...-.....-_... ........-... __.........-.-....---.-.-..._..-._...-.... _-...... - -----...-.-..m_--..-..-.-.-.-.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
-------. : Pattern°'or"6 Nail Pattern"detailed below,- - - -----_.-.-.-.-.-.-_
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
7/$'
- - - - -
- - - - ; - - - - = Nail
�\
Line '
Figure 9, CambridgeTm and CRC Biltmore7ll
4 Nail Pattern (non-HVHZ only)
---.........-._ _ --....... -
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8 u
��- - - - - - - - - - - Nail
Line
5-7/8
Figure 10. CambridgeT"' and CRC BiltmoreTM
6 Nail Pattern
iK019002.2 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.
CREEK IKO INDUSTRIES. LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
..-..._..-....... - - -_---------------.-.-.---- ----_ ..-.-..,., --............ -- --..... .....
CRC SuperglassY" Basic Wind Speed(M it); i Max 194 mph
-- - ------------------------------------
(Calgary ,
(Non-HVHZ), Basic Wind Speed(Vard) Max 154 mph
-
Hawkesbury, &Toronto ; Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) _ Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
.-.-.-. _ _____-_.
Deck(Non HVHZ: Solidly sheathed in accordance with FBC requirements.-
MarathonTM Plus AR __..
Underlayment In accordance with FBC requirements
Non-HVHZ --- �.-..._ _ .-- -.............. ....-.- ......_,
(Calgary( ) Min. slope: 2:12 and in accordance with FBC requirements. Refer to
I Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas Non-
) Sylacauga Installation HVHZ: _ _shin--es_at_s-opes greater than 21:12. .
HVHZ, S lacau a& - � -.�_ .............. .......- _.............
Toronto(Non-HVHZ)) ( ) ` Installed with 5-718 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
and below.
-------..-..-... ------ _._.-__--.-.----------------.-..._— ----.-.-...... ..........._-_-... .....
installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
MarathonT°" requirements and manufacturer's published installation
(Hillsboro&Sylacauga) instructions. Shingles shall be attached using either"4 Nail
Pattern'or T Nail Pattern"detailed below.
—_.......... - -----.------------........------
..-.._. -__-...............__-....-.-.-.-.-.__,
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassT"', MarathonTm Plus AR and MarathonT1"
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant Strip
Figure 12. CRC SuperglaSSTM, Marathon"" Plus AR and MarathonT�'
B Nail Pattern
IKO19002.2 FL30310-R2 Page I 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.
CREEK
1KO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LL.0
------------..-..---.-.-.---- .
----.-..............—.....---......-.,..,..,..-.-.-_.___..,..._ .-.....----- _ ..-.- _--------------- _W _- .._—__..-----.------------------------__-_,
Hip&Ridge'TM 12 ;-------------------
Basic Wind
(Kankakee&Sylacauga) Basic Wind Speed_ (Va�)_ Max. 1.50 mph
°Deck(HVHZ): ` In accordance with FBC requirements; Solidly sheathed
and min- 19132 in. plywood or wood plank for new construction;
i Min. 15132 in. povd existing construction.
-----.
Hip&Ridge PIUSTM Deck(Non-HVHZ)_ Solidly sheathed in accordance with FBC re-u-irements.
Cal a
( g rY) Underlayment In ac-------------------only)
--- ----------------- ----...... ....
( Y} Min slope: -e_ - v1-2.a.-n-d...in accordance With FBC requirements.: ........_ __.......---- -- ......-......... ._.-.. ;
Installation: Installed with 5-518 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
------------------------------
prevailing wind.
Perforation Marks
tart Direction of prevailing wind
e 0`' i
i
_ � I
Nails
� 54- 5�1
t
I �
r, I
I"
� •1 fll
4 I
l I
t� I 1"Taper Cut
6-1/4"
Figure 13. Hip & RidgeT"^ 12 and
- ___.-__ _._Hip &Ridge PLUS 11 (non HVHZ onLY._1_—......__
IKO19002.2 FL30310-R2 Page 12 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.
CREEKKd INDUSTRIES, LTD Asphalt Shingles
TEcHPIICAL S1=RVICES,LLC
Hip and RldgeTM Banc Wrnd S ed -- -- _..... --
Max. 194 mph ---- -- _ -
Sumas ------------ - ----.-.------
( ) : Basic Wind Speed(Vasa): -Max_15Q mPh
Deck(Nan-HV> Z�: Solidly shgathed In accordance ......... _.... _
Underlayment In accordance with FBC requirements.
- --Min -
slope_ 2:12 and in accordance with FBC requirements
-- ...------ .-- _
Installation: Installed with 5-518 inch exposure, in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
ifinq wind.
Nails
tart Direction of prevailing wind
r 1
qn —
m
i
1
1"Taper Cut
I
Perforation Marks V Optional Taper Cut
I �
I
-._.-___._.-.--.---------._...............___ _____.-_Figure.14._ Hip RidgeT'" (non-HVHZ only)
IKO19002.2 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.
CREAK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICEs,LLC
.................._...................... _.., -- ----._.._ -----_-_. _....._..__
Armour Starter rm i Basic Wind Speed(Vot): 1 Max. 194
(Somas) 1 Basic Wend Speed(Vasa_ : Max 150 mph _..----..._..........____._._...--------......_......-.-_ ___..._._._..._._
Deck(HVHZ): in accordance with FBC requirements-, Solidly sheathed
min. 19132 in. plywood or wood plank for new construction;
......... Min. 15/32 in. plywood existing construction,._..__.-.-_.-._-__...__.._.___--
Deck(Non HVHZ) _ ry Solidly sheathed in accordance with FBC requirements.
.-- _
Underlayment _ In accordance with FBC requirements.
--------------
Min slope 2 12 and in accordance with FBC requirements.__-
. ..-...- ----._..-. -- —-.-.-.-.-. _q.. - -----
i Installation. Installed in accordance with the FBC and manufacturers ?
published installation instructions. Shall be attached with
----- -min_ V x 12 ga: roofing nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
I Match Color
STARTER COURSE to Selected
1" and 13" from Each End Armourshake
Shingle
Figure 15.Armour Starter"m
.__-----------------.-_.___W.__._.__.-.
Leading Edge Plus"m Basic Wind Speed_tVit)_: Max. 194 mph
_ —� ----- _.__._.............. --i
(Hawkesbury) Basic Wind Seed(Vasd�-_Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19132 in. plywood or wood plank for new construction;
___ Min. 15/32 in. plywood existing construction.
-----------------------------_ . ----------- - _ _------ -Deck ....._---
(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment.- In accordance with FBC requirements.
_. _ ._....._.-_._ — .._..-.. -
_Min slope_ _ _ _ 2:12 and in accordance with FBC requirements.-_ -- --._.-, W_.._.....-
Installation: Installed in accordance with the FBC and manufacturer's €
published installation instructions. Shall be attached with
min_ 1'x 12 ga_roofin nails with min`318-inch head._ _
Standard Application
Requires 4 Nails/Fasteners 4'from Each End
3 to 4"from Bottom
i
Figure 16. Leading Edge Plusl"
IK019002.2 FL30310-R2 Page 14 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.
CREEK IKOIs LTD
Asphalt
fialt Shingles
0 TECHNICAL SERVICES,LLC
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 sn 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, 7t" Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
,,,,,,t4,E,Rrr,,,,, 2020.10.22
tiP`'•��G•E•NsF•�s��: 14:10:00
No 74021 h•,R.
y, pWWMn ea Mi..
Tf * •* - -04'001
O:•• STATE OF : IJ
Zachary R. Priest, P.E
O R `O P•'•`=`� Florida Registration No. 74021
NAL�--� *+` Organization No.ANE11669
I I I I 1101
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 financiai interest in any other entity involved in the approval process of the
product.
END OF REPORT
1K019002.2 FL30310-R2 Page 15 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 qualify 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.