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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL30310-R1
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 3H4
(905)457-2880 Ext4581
william.liu@iko.com
Authorized Signature William Liu
william.liu@iko.com
Technical Representative William Liu
Address/Phone/Email 40
Hansen Road South
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 the Zachary R. Priest
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 IK019002.2 2020 FBC Eval Shingles final.pdf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D 3018
1990
ASTM D 3161
2016
ASTM D 3462
2010
ASTM E 108
2016
TAS 100
1995
TAS 107
2020
hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7l pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d
1/2
1/14/2021
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/16/2019
10/23/2020
10/28/2020
v 12/16/2020
Summary of 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 R1 II IKO19002.2 2020 FBC Eval Shingles final.pdf
Verified By: Zachary R. Priest PE-74021
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See evaluation report for limits of use.
FL30310 R1 AE IKO19002.2 2020 FBC Eval Shingles final.pdf
Created by Independent Third Party: Yes
Baste Next:
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy atatement :: 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 -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
® Ek
Credit Card
Safe
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjpUCSn6k71pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 212
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 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, 7t" Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
aniity
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
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
3046191
FM 4475
2010
PRI Construction
Materials
Technologies (TST5878)
IKO-050-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-051-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-053-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-067-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction
Materials
Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-088-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-095-02-01
ASTM D 3462
2010A
PRI Construction
Materials
Technologies (TST5878)
IKO-096-02-01
ASTM D 3462
2010A
PRI Construction
Materials
Technologies (TST5878)
IKO-099-02-01
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
IKO-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)
IKO-120-02-01
ASTM D 3462
2010A
IK019002.2 FL30310-R2 Page 1 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance 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
En!L
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
IKO-121-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-123-02-01
ASTM D 3161
2016
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
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)
I KO-1 71-02-02
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
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
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)
IKO-205-02-01
ASTM D 3462
2010A
ASTM E 108
2016
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
IKO-205-02-02
ASTM D 3161
2016
PRI Construction Materials Technologies (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
2010A
PRI Construction Materials Technologies (TST5878)
IKO-217-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-218-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476C0017.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
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
IKO19002.2 FL30310-R2 Page 2 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
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)
PRl 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
476T0O12
476T0013
476T0021
476T0O22
476T0023
476T0034
476T0039
476T0O40
476T0041
476T0042
476T0O43
476T0044
PRI Construction Materials Technologies (TST5878)
476T0045
PRI Construction Materials Technologies (TST5878)
476T0O46
PRI Construction Materials Technologies (TST5878)
476T0057
PRI Construction Materials Technologies (TST5878)
476T0058
PRI Construction Materials Technologies (TST5878)
476T0059
PRI Construction Materials Technologies (TST5878)
476T0O61
PRODUCT DESCRIPTION
Standard
ASTM E 108
ASTM D 3462
ASTM D 3161
ASTM E 108
ASTM D 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 3018
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
1990(R94)E1
1995
2010A
1990(R94)E1
2016
1995
2010A
2016
2016
2019ael
Roofshake"m 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.
Armourshake'rm
18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate TM
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.
Crowne Slate
13-1/4" x 39-1/2", 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.
DynastyTm
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee &
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
NordicTm
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro & Kankakee)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
IKO19002.2 FL30310-R2 Page 3 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
2011111111111111
IKO INDUSTRIES, LTD
CREEK
Asphalt Shingles
TECHNICAL SERVICES, LLC
Cambridge""' 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee, Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltmore® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
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 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury & fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon'"' Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 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 & RidgeTm 12 13-1/4" x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
(Kankakee & Sylacauga) ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
Hip & Ridge PlusTm 13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Calgary) and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Hip and Ridge'rm 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.
Armour StarterTm 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Sumas) with granules complying with ASTM D 3462. For use with Armourshake"m shingles.
Leading Edge PlusTm 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
IK019002.2 FL30310-R2 Page 4 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
- ..--_ ._....__.._...._. �..-..-.._...__..........._._—_...._...........——_._........—._..........—.._........_.—_._.....__ _.-........_.—.._............ - — ........._..._.._
i Dynasty i- Basic Wind Spee.,,.it._ Max. 194 m h
—..._......._.—...P..._—.._..........---._......--..........
(Calgary (Non-HVHZ), 1 Basic Wind Speed - asd)� Max_ 150 mph —._......._—_...._ -- —^- --
I—'...__. .._..........._— _..._...................__ i
Oil i 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)_ . w. Solidly. -sheathed in accordance with FBC requirements.
Nordic"m
Underlment: — 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.. I
II....... .. _.__ ...... -._.._.._........--------
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 5-7/8 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.
------._._ ........................ — - ---- —--....._.._—_......... - — - -- ........_.—.__......_...—-...._.. —
i
1 7/4"
ArmourZone
i ArmourZone -�
Standard Application
Pecguires 4 Mails/Fasteners :? `
I Common Bond
i------- E i - ----------------- ----------- --
ArmourZone
5-7/8"
I
Figure 7. DynaStyTM and NordicT""
4 Nail Pattern (non-HVHZ one) .._._...—:._. _.... ...............—._. _._—.....-.........._.....
....-.-..._........................................ _ _...._....... -� _......_..—_.-......._ Pattern -..._..--_.......--._.............
ArmourZone
ArmourZone
i Steep Slope,/High Wind Applications
Requires 6 Nails/Fasteners \
\ \ Common Bond
E
t � ��'4"• I
ArmourZone
5-7/8r7
i
Figure 8. DynaStyTM and Nordic"m
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
Hip & RldgeTM 12 _Basic Wind Si
(Kankakee &Sylacauga) :_Basic Wind Si
Deck (HVHZ):
and
Hip & Ridge Plus"" Deck Non-
... _._..___._....
(Calgary) Underlaymi
---._.._
(non-HVHZ only) Min. slope:
Installation:
M
Direction prevailing wind
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph..._—........._..—._._....._—........_. — _._. _.. __._.
Max. 150 mph _
_....-------- ------ --uire- ------nts'; ......_.__ ..__........._..._.._......_._
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 i.accordance with FBC requirements.
In accordance with FBC requirements.
_-- ........... ........ _._
2:12 and in accordance with FBC requirements___
......... .........
Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
Drevailinq wind.
Nails
1
Perforation Marks
Figure 13. Hip & RidgeTM 12 and
o & Ridae PIUSTM (non-HVHZ onl
♦ 00
0000
Cut
IK019002.2 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
Armour Starterr" Basic Wind Sf
(Sumas) Basic Wind Sr
Deck (HVHZ):
Deck
Min. slope:
Installation:
IKO INDUSTRIES, LTD
Asphalt Shingles
Max_194 mph.... _....... _—.._.............. ...—.-........
Max. 150 mph _
...._....... ....... �...................._._._....... _....................... _...
In accordance with FBC requirements; Solidly sheathed
mina 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 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 aa. roofino nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
Figure 15. Armour Starter m
Leading Edge PIUSTM Basic Wind Speed (V,,It : Max._194 mph
Match Color
to Selected
Armourshake
Shingle
(Hawkesbury) Basic Wind Speedasa):__,, Max. 150 mph—
._.............. .............._._-........... .._..........
Deck (HVHZ):I In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
_ _ Min _ 15/32 in. plywood existing'construction. constr
. coon.........._._. _....... _..............
Deck Non-HVHZ) — i_Solidlvheathed-in accordance with FBC requirements_
Underlaym.ent: _ In accordance with FBC_ requirements.
— ...._ _._ ._...... -----
Min. sloped _ 12:12 and in accordance_ with FBC re, uirements.
�.._._............... __ �___...._. ---- —
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. 3/8-inch head.
Standard Application
Requires 4 Nails/Fasteners
1' from Each
re 16. Leading Edge PlUSTM
IKO19002.2 FL30310-R2 Page 14 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
LIMITATIONS
IKO INDUSTRIES, LTD
Asphalt Shingles
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 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.
��,,RY' IR"P1��*.#
�•`ti%QG?P G E NSF /�!�•
No 74021
�O:_ STATE OF 44/
'fl5 10 N A11 I1 E
CERTIFICATION OF INDEPENDENCE
2020.10.22
14:10:00
Olgltatly gneE byLWryfl PM.t
04'00'
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 financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
IKO19002.2 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.