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Product Approval Menu > Product or Application 5earch > Application List > Application Detail
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
ASTM D 3018
ASTM D 3151
ASTM D 3462
ASTM E 108
TAS 100
TAS 107
Equivalence of Product Standards
Certified By
ea. r
1990
2016
2010
2016
1995
2020
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
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
7
Method 1 Option D
10/16/2019
10/73/2020
10/28/2020
12/16/2020
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
fznal.pdf
Approved for use outside HVHZ: Yes
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
Back Next
Contact :: 2601 513 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 publicrecordsrequest, 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:
®®
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�wGEVXQwtDgvH%2bffZfjp... 1 /11 /2021
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L13W 3H4
Canada
(905) 457-2880
www.iko.com
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 7T" EDITION (2020)
PRI Construction Materials Technologies (QUA9110)
Issued October 22, 2020
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-067-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
iKO-088-02-01
TAS 100
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-100-02-01
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.
C�..y E E K
IKD INDUSTRIES, LTD
Shingles
K
Asphalt
TECHNICAL SERVICES, LLC
Enly
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
I KO- 121-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
IKD-123-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO--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
201 DA
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
201 DA
PRI Construction Materials Technologies (TST5878)
IKO-198-02-02
TAS 100
2020
PRI Construction 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-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)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
1995
PRI Construction Materials Technologies (TST5878)
IKO-202-02-01
ASTM D 3462
201 OA
ASTM E 108
2011
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
[KO-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
201 OA
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 0 3462
201 OA
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
2010A
ASTM E 108
2016
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-206-02-02
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-206-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-208-02-01
ASTM D 3462
201 OA
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)
476CO017A
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
476CO017.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476CO017.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476CO020.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476CO020.2
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
TECHNICAL SERVICES, LLC
Enti
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Report No.
476C0020.3
476C0033.1
476C0033.2
476C0033.3
476T0002
476T0003
476T0004
476T0012
476T0013
476T0021
476T0022
476T0023
476T0034
476T0039
476T0040
476T0041
476T0042
476T0043
476T0044
PRI Construction Materials Technologies (TST5678)
476T0045
PRI Construction Materials Technologies (TST5878)
476T0046
PRI Construction Materials Technologies (TST5878)
476TC057
PRI Construction Materials Technologies (TST5878)
47BT0058
PRI Construction Materials Technologies (TST5878)
476T0059
PRI Construction Materials Technologies (TST5878)
476T0061
PRODUCT DESCRIPTION
Standard
ASTM F 108
ASTM D 3462
ASTM D 3161
ASTM E 108
ASTM 0 3462
TAS 100
ASTM D 3161
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM E 108
ASTM D 3462
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM D 3018
TAS 100
ASTM D 3462
ASTM D 3019
ASTM D 3161
TAS 100
ASTM D 3462
ASTM E 108
ASTM D 3161
ASTM D 7158
IKO INDUSTRIES, LTD
Asphalt Shingles
Year
2016
2010A
2016
2016
2010A
1995
2016
2010A
1990(R94)E1
2016
2020
2010A
1990(R94)E1
2016
2020
2016
2010A
2010A
1990(R94)E1
2016
1995
2010A
11990(R94)E1
1995
2010A
1990(R94)Ei
2016
1995
2010A
2016
2015
2019ael
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 t7 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.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
RoofshakeTm HW -Basic Wind_SI
(Sumas) I Basic Wind Sr
peck(HVHZ):
Underlayrn
Min. slope:
In
Standard Application
Requires 4 Nails
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. x:.150.m.Ph -- — - ....... ------ ._... --- _ -------------
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.
Solidly sheathed in accordance with FBC requirements.
In accordance wlth FBC requirements
_ .- _ - - --------
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21.12_
Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
Pattern" detailed below.
Nail Line Common Bond
Nail
Line
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ on
5-7/8
IKO19002.2 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.
CREEK IKOIAsphalt hi LTP
Asphalt Shingles
T6CHINICAi_ SERVICrES, LLC
.-.-.......--
ArmourshakeTm Basic Wrnd ...................... _-.-.
C!N
(Sumas) Basic Wind Sped Vase} __Max.15d mph_ _-.-.--.-
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in, plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
----- ----- - > >. - ---._.-....-. --. .................. _ .-.... -... ----- .-.-....-.-............_-_----------- .._..........................
.-_.._..-.-..-.i
Deck (Non-HVHZ)._ Solidly sheathed in accordance with FBC requirements, -
-- ---.-.-.-.-- --
Underlayment _Ln accordance with FBC requirements. --------- _------------
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shin les at slopes reater than 21:12 .-.-_.-_-----.__.. _
9 e__-.-.-..lop._-.-._g......._...._-_tha ----- ..........:........... _.................___
_ Installation (HVHZ): Installed with 5-718 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
._.. -- -- ---- -------�............. --------...-.-.-_ .-----------.--_-- -._-.---------------------
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 either "5 Nail
I Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
Notches
Figure 2_ Armourshake-
5 Nail Pattern (Non-HVHZ oni�) �_ __
Nailing — Steep Slopes/High Wind Areas Applications
Requires Nails/Fasteners
Nail Line
AlignmentF Alignment
Notches Notches
Figure 3. ArmourshakeT""
S Nail Pattern
IKO19002.2 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.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
...... .... -------- - ------ . ... ...........
Royal EstateBasic Wind Speed
ee _(V p M
---------------------- —
Speed s Baic Wind
+ (Toronto)N2§�) _j Max. 150 mp : — - -- ----- -------- . . ........ ---
. . ...... .......
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.
............. . . -- ----------- ...... .........................---------- ---- - ------------ -----
I Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
........... ........ - ------------------ --------- ------ -- ---------- ..... .. .. .......................... .. .....
. . ......... r ........ . .
........... . . . .......................
In accordance with FBC requirements.
. . ..................... ........... ... ..................
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing T
shin qles at slo) qreater than 21:12.
------------------------- .............. ... . ............
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 "13 Nail Pattern" detailed
below.
-------- - - - - - - --------------- ------- ----------------- .. . . .................. .
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
req
uirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or'13 Nail Pattern" detailed below.
— --------------- - ---------- - - - -- ------------ -------- ---- . . ..............
Standard Application
Requires 4 Nails/Fasteners
- - - - - - - - - - - - - - - - - - -
Nails
Figure 4. Royal Estaterm
4 Nail Pattern (non-HVHZ oni
— ---------- -
---- - - ------------------- - — — ---------- -
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
T.
Nails
Figure 5. Royal EstateTM
6 Nail Pattern
------- ------------- -
. ............
IK019002.2 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.
CREEK
TECHNICAL, SERVICES, LLC
--................ .-__---
Crowne Slate ;Basic Wind 5K
(Toronto) Basic Wind Sr
Deck (i IVHZ):
Deck
Min. slope:
Installation (Non-HVHZ)
Standard Application
Requires 5 Nails/Fasteners
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 15o0 mph _-.-._...-...._
In accrdance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
Solidly.sheathed in accordance with FBC requirements.
----- ...-..._........._ -- In accordance with FBC requirements
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed vAth 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
10" EXPOSUPE
i
j�
LONE011
Vail Line
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ on
IK019002.2 FL30310-R2 Page 8 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
TECHNICAL SERVICES, LLC
(Calgary (Nan-HVHZ),
Hawkesbury, Kankakee &
Sumas (Non-HVHZ))
and
Nordic TM
(Kankakee)
and
CRC Regency®
Basic Wind_Speed
Basic Wind Speed (Va
Deck
Deck Non HVHZ - ----
Underlayment:__-
Min. slope:
installation (HVHZ):
Installation (Non-HVHZ)
IKO INDUSTRIES. LTD
Asphalt Shingles
MM:_1_94_mph_
In accordance with FBC requirements-,
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction-, Min. 15132 in. plywood existing
construction.
- .............. .._-----.-.----__......-._ .....
Solidly sheathed in accordance with FBC requirements.
__...__. ..............
In accordance with FBC r.......... - ---- --
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. _
Installed with 5-718 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Instalied 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
Standard Application
Requires 4 Nails/Fasteners
------------------------------------------
?4"
mourZone
Figure 7. Dynasty TM and NordicTm
4 Nail Pattern (non-HVHZ only)
11147
An awZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Figure 8. DynastyTm and NordicTm
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.
CREEK
TECHNICAL. SERVICES,
LLC
._...-......... .... -..................... ...-.-._
CambridgeTM
----
Basic Wind S
(Calgary (Non-HVHZ),
Basic Wind S
Hawkesbury, Hillsboro, :Deck
(HVHZ)
Kankakee, Sumas,
Sylacauga, Toronto (Non- '
HVHZ) & Wilmington)
.-....--................. .....
Deck {Non-H'
and Underlayment:
Min. --slope:
CRC BiltmoreTM
(Calgary (Nan-HVHZ),
Hawkesbury, Kankakee, Installation (H1
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
(Non-HVHZ):
Standard Application
Requires 4 Nails/Fasteners
IKO INDUSTRIES, LTD
Asphalt Shingles
.......
.. ._..-.-.-.__
Max. 158 mP_.- -
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Solidly sheathed in accordance with FBC requirements.
--- -- -
In accordance with FBC requirements.-
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater -than 21:. 12.
.. -............................
Installed with 5-718 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below -
Installed with 5-718 inexposure 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
Nail Line Common Bond
Figure 9. CambridgeTm and CRC Biltmorell
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nail
Line
5-7/8
Nail Line Common Bond
S-7/8
Figure 10. CambridgeTm 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
TECHNICAL SERVICES, LLC
CRC Superglass7"
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
MarathonTM Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
Marathon TM
(Hillsboro & Sylacauga)
IKO INDUSTRIES, LTD
Asphalt Shingles
BasicWind Speed._N_ �i
._Max: 194 mph _.__.-_--._..........____.___._._---__..__...__-__--------.._.-.-__-_.
Basle Wind Speed.Na ?
- Max 154 mph ._.__.--.........._............................. ._...._.... -
Deck (HVHZ):
In accordance with FBC requirements-,
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non HVHZ):
_ Solidly sheathed in accordance with FBC requirements.
- __ _.
Underlay meet
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 cc1reater than 21:12__
Installation (HVHZ):
:Installed with 5-718 in. exposure in accordance with RAS
i 115 and manufacturers published installation instructions.
Shingles shall be attached using T 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 "4 Nail
Pattern' or °6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
-1- It l: _.i_ IAA - A A
hon TM
IKO19002.2 FL30310-R2 Page 11 of 15
This evaluation report is provided for State of Florida product approval under Ruie 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
TECHNICAL SERVICES, LLC
Hip & Ridge'rm 12 L Basic Wind Sf
(Kankakee & Sylacauga) _Basic Wind Sr
beck (HVHZ):
and
Hip &Ridge Plus"'" Deck -
(Calgary) Underlaym�
(non-HVHZ only) Min. slope:
-Installation:
r
IKO INDUSTRIES, LTC
Asphalt Shingles
Max. 194 mph -- _
Max. 150 mph
In accordance with FBC requirements-, Solidly sheathed
min. 19132 in. plywood or wood plank for new construction-,
Min_ 15132 in_ p ood existing construction ..........
Solidly sheathed in accordance with, FBC requirements_
In accordance with FBC requirements.
--- ...............
___... ...................................... ____ .............. ... ......... ............................ .__.__
2.12 and in accordance . ........ ..................... ...................
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
nrevailina wind.
Perforation Marks
Nalls
1
61"
Taper Cut
1
1 1
1
Figure 13. Hip & RidgeTM 12 and
Hip $ Ridge PiusT"11 (non-HVHZ onl
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.
CREEK
TECHNICAL SERVICES, LLC
Hip and Ridge TM :Basic Wind
(Sumas) Basic Wind
-_Deck Non-
UnderlaymE
Min, slo e:
Installation:
i
s��rrRwrsslM
1�rti
55�
IK0 INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph
Max. 150 mod ..----�_..........------
Solidlysheathed in accordance with FBC
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
__......... - ......._. _ ................ --...........-.-....-..........._.
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
orevailina wind.
NRIIS
T' Taper Cut
Perforation Marks
}
..a mrl rr MOM amW r jWM r �WM
f I i
r optional Taper Cut
Finure 14. Hip and RidgeTM {non-HVHZ on
IKO19002.2 FL30310-R2 Page 13 of 15
This evaluation report is provided for Stale 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
TECHNICAL SERVicES, LLC
Armour StarterTM Basic Wind
(Sumas) Basic Wind
Deck (HVH
Deck
Min. slope,.
installation'.
IKO NDUSTRIES. LTD
Asphalt Shingles
Max. 194
Max. 150 mph _-_.-......-.--
...---....._._-.- .............------................-.--------............---.-.
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. _
__.
Solidly sheathe_ d In accordance with FBC requirements,
--. -
In accordance with FBC requirements
--- ....
2:12 and in accordance with FBC requirements. _
-.-... -------.-.-.-.- _- ......... .......... _ ....
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 ga. roofing nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
15. Armour Starter TM
Match Color
to Selected
Armourshake
Shingle
Leading Edge Plus'A" Basic Wind Speed (V tt)_._ Max: 1. 4 Mph_ ----..._ __.........._.—.-.........-. -__
(Hawkesbury) :Basic Wind Seed Max. 150.ppp!L.
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.
- -- - -- ---- —.... m -- - - -- ...- -
Deck (Non-_HVHZ): �1 Solider sheathed in accordance with FBC requirements._ _
Underla ryment -- In accordance with FBC requirements.
Min. slope_ _ _ 2:12 and in accordance with FBC requirements.
----- ----_ -- . -----------..-..T-----...-._.� ---
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 ga. roofing nails with min- 318-inch head.
Standard Application
Requires 4 Nails/Fasteners
1' from Each
re 16. Leading Edge PIUST.
i
3' to 4" from Bottom
IK019002.2 FL30310-R2 Page 14 of 16
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
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program 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.
III fill,'
LPG •�`G•E.N SF•
No 74021
�-�D' STATE OF '�►
0•• •� .
CERTIFICATION OF INDEPENDENCE
2020.10.22
j2rZ�-,-
14:10:00
n_• M—h., R. mn
-041001
Zachary R. Priest, P.E
Florida Registration No. 74021
Organization No. ANE11669
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 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.