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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@lko.com
Authorized Signature William Uu
william.liu@iko.com
Technical Representative William Uu
Address/Phone/Email 40
Hansen Road South
Brampton, FL L6W 3114
(416) 525-3740
william.liuoiko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida Ucense
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
Referenced Standard and Year (of Standard)
FI 30310 RI COI IKO19002 2 2020 FBC Eval Shingles fnal.2df
ASTM D 3018
1990
ASTM D 3161
2016
ASTM D 3462
2010
ASTM E SOB
2016
TAS 100
1995
TAS 107
2020
Equivalence of Product Standards
Certified By
hftps://www.floridabuilding.orgipr/pr_app_ U.aspx?pamm=wGEVXOwtDgVH%2bffZfipUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8wP/R3d%3d 1/2
4/20/2021
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
30310.1
Method 1 Option D
10/16/2019
10/23/2020
10/28/2020
12/16/2020
Model, Number or Name I Description
IKO Shingles
Limits of Use
Approved for use In NVNZ: Yes
Approved for use outside NVNZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
starter strip & shingle strip
Installation Instructions
I FL30310 R1 II IK019002.2 2020 FBC Eva] Shingles final.p_df
Verified By: Zachary R. Priest PE-74021
Created by Indepentlent Third Party: Yes
Evaluation Reports
FL30310 RI AE IK019002.2 2020 FBC Eval Shingles 0na].pdf
Created by Indepentlent Third Party: Yes
Contad Us :: 2601 Blmr Stan. Road. Tallahassee F 32399 phone: 850-487-1824
The state of Florida is an AA/EEO employer, Codynaht 2007-2013 State of Florida.:: Phvecv Statement :: Itttessibillty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released! In response W a public -records request, do not send electronic
mail W this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant W Section 455.27S(1),
Plante Statutes, effective October 1, 2012, II[ensses licensed under chapter 455, Fs, must provide Me Department win an email address If May have pile. The malls
provided may be used for official communication with Me licensed. However email addresses are public record, If you do not wish W supply a personal address, please
provide Me Department with an email address which an be made available W Me public. To determine If you arc a Ilcansee under Chapter 455, F.S., please click hi ls..
Prpauet Approval Accepts:
®®®
Credit Card
Safe
https:llwww.floridabuilding.orglpr/pr_app_dtl.aspx7param=wGEVXQwtDgvH%2bffZIpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 2/2
CREEK
TECHNICAL SERVICES, LLC
I�7dRtL��PI:�:I�S�l:hl
Manufactturer.
Manufacturing Plants:
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 31-14
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
FLORIDA BUILDING
PRI Construction Materials Technologies (QUA9110)
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
r EDITION (2020)
Issued October 22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7' Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 15072.7.1, 1623.5.1, 1523.6.5.1
Properties: Physical properties. Wind Resistance, Wind Driven Rain
REFERENCES
Entity
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
IKO19002.2 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.
CREEK
IKO INDUSTRIES,LTD
I
Asphaltaphak Shingles
TECHNICAL SERVICES, LLC
Entity
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)
IKO-171-02-02
TAS 107
2020
ASTM D 316l
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 (rST5878)
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)Et
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 ID8
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)El
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)Et
PRI Construction Materials Technologies (TST5878)
IKO-206-02-02
ASTM D 3181
2016
PRI Construction Materials Technologies (TST5878)
IKO-206-02-07
TAS 100
1995
PRI Constriction 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)
476C00173
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
IKO190022 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.
I CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
EC Report No. Standard Year
PRI Construction Materials Technologies (TST5878) 476C0020.3 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476C0033.1 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 47600033.2 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476C0033.3 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476T0002 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0003 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0004 ASTM D 3181 2016
PRI Construction Materials Technologies (TST5878) 476T0012 ASTM D 3462 2010A
ASTM D 3018 1990(R94)El
PRI Construction Materials Technologies (TST5878) 476T0013 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies (TST5878) 476T0021 ASTM D 3462 2010A
ASTM D 3016 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 1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0044 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies (TST5878) 476T0045 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0046 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 476T0O57 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 476T0058 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 476T0059 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) 476T0061 ASTM D 7158 2019ael
PRODUCT DESCRIPTION
RoofshaksTM HW 133/4" 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.
Armourshakem 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 EststeT° 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.
Crowns 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.
Dynastym 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)
Nordicm 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.
IK019002.2 FL30310-R2 Page 3 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I CREEK IKO INDUSTRIES. LTD
AsphaltsphaltShingles
TECHNICAL SERVICES, LLC
CambridgeTM 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 TM 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 Plus TM
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 RldgoTM
13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumac)
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 39-318", 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
7-7/8" x 40-7/8, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury)
shingle strip surfaced with granules complying with ASTM D 3462.
IKO19002.2 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
IKO INDUSTRIES, LTD
Asphah Shingles
RoofshakeTM HW Basic Wind Speed qt : Max. 194 mph
(Sumas) Basic Wind Speed (Vase): 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.
Undeda ment:_ 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 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
Instructions Shingles shall be attached using °4 Nail
Pattem" detailed below.
Nail Llne Common Bond
Standard Application `
Requires4Nails i
IKO19002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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
Armourshake"
(Sumas)
Nail I
Align
Notc
Deck (HVHZ):
IKO INDUSTRIES, LTD
Asphalt Shingles
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.
Min. slope: 2,12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-7/6 inch exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "5 Nail
1 Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Figure 2. Armourshake ""
5 Nail Pattern (Non-HVHZ of
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Figure 3. Armoursili
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 6 of 15
This evaluation report is provided for Slate 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
Royal EstateTM Basic Wind Speed
(Toronto) Basic Wind Speed
Deck (HVHZ)
Deck Non-HVHZ)
Underlay ant
Min. slope:
IKO INDUSTRIES, LTD
Asphalt Shingles
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.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
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
Nails
Figure 4. Royal Estate'^'
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
IKO19002.2 FL30310-R2 Page 7 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
Crowne Slate
(Toronto)
Standard Application
Requires 5 Nails/Fasteners
mavin r.=.=- 19
7immwl
IKO INDUSTRIES, LTD
Asphalt Shingles
In accordance with FBC requirements; -
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "5 Nail
Jall Line
Nail Line
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only)
IK019002.2 FL30310-R2
10" EXPOSURE
10"
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 wananty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Dynasty'"'
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Sumas (Non-HVHZ))
and
Nordic
(Kankakee)
and
CRC Regency®
IKO INDUSTRIES. LTD
Asphalt Shingles
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12..
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS TI
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
(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
---------ti ------------- r
A ArmourZone
Figure 7. DynastyTe and NordicTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
1-t
5-7/e"
5-7/a"
Figure 8. Dynastyn' 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 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurence 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 (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) &Wilmington)
and
CRC BiltmoreTM
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
IKO INDUSTRIES, LTD
Asphalt Shingles
Basic Wind �: Max. 194 mph_._
Basic Wind Speed Wmi : Max. 150 mph_ _
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
slope:
I Installation (Non-HVHZ)-
Standard Application
Requires 4 Nails/Fasteners
2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattem° or "6 Nail Pattern" detailed below.
Nall Line Common Bond
Nail
Line
Figure 9. CambridgeT" and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires6 Nails/Fasteners
5-7/8
Nall Line Common Bond
7/8"
Nail
Line
5-7/8
Figure 10. Cambridge TM 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 Superglass-" B
(Calgary (Non-HVHZ),--B
Hawkesbury, & Toronto D
(Non-HVHZ))
and
Marathon' Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
MarathonT
(Hillsboro & Sylacauga)
IKO INDUSTRIES, LTD
Asphalt Shingles
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
in accordance
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 in. exposure in accordance with F
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
Installed with 5-716 In. exposure In accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglaSSTM, Marathon TM Plus AR and MarathonTM
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant
Figure 12. CRC SuperglassT , Marathon TM Plus AR and Marathon TM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 11 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
Hip & RidgeTM 12 1 Basic'
(Kankakee & Sylacauga) � Basic'
Deck(
and
Hip & Ridge PlusTM Deck (Non -
(Calgary) Underlayml
(non-HVHZ only) Min. slope:
Installation:
Directim of prevailing wind
IKO INDUSTRIES, LTD
Asphalt Shingles
In accordance with FBC requirements, Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction:
Min. 15/32 in. mood existing construction.
Solidly sheathed 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
Perforation Marks
An])M F
. I
Nails
1
1 1 i
\I • 1
1
1 I 1' Taper Cut
I 641V I
Figure 13. Hip & Ridge*" 12 and
IKO19002.2 FL30310-R2 Page 12 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 IKO INDUSTRIES. LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip and RidgeT Basic Wind Speed (V„ j; Mex. 1g4 mph
(Sumas) Basic Wind Speed (Vaw): : Max. 150 ph
Deck Non HVHZ) Solidly -sheathed in accordance with FBC requiremenffi.
Underlaymant : In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: 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
prevailing wind.
Dirwdo> o prevailing wind
Perforation Marks
Nails
I
1 I
I 1' Taper Cut
I 8-1/4' �
V Optional Taper Cut
.� . si.. 1
i
Figure 14. Hip and Ridge"" (non-HVHZ only)
IK019002.2 FL30310-R2 Page 13 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Armour Startsi Basic
(Sumas) Basic
Deck
Leading Edge Plus
(Hawkesbury)
IKO INDUSTRIES, LTD
Asphalt Shingles
min. 19132 in. plywood or wood plank for new construction;
Min._15/32 in. plymod existing construction.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements.
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
I
Match Color
to Selected
Armourshake
Shingle
15. Armour Starter"'
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 construction.
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
Underlayment:
In accordancewith FBC requirements. _
Min slope:
1 2:12 and in accordance with FBC requirements.
Installation:
Installed in accordance with the FBC and manufacturer's
j published installation instructions. Shall be attached with
min. 1" x 12 ga. roofing nails with min. 3/8-inch head.
standard Appllutlon
� 1
Re+clu 4 Walla/Fasteners t' from Each End
ti
1
i
Figure 16. Leading Edge Plust
3' to 4' from Bottom
4
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.
I CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
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 fit 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 undedayment application.
5) Shingles shall be installed starting at the save 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 manufacturers
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, 7"Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
2020.10.22
,'0'%%%P901 R"p-��,,
%'�`GE"sF
14:10:00
No 74021
�.�.
S9 . STATE OF : 4U
:O
��,'��`•FC
Zachary R. Priest, P.E.
O R tOP' ���
%,
Florida egistration No.74021
Organization No. ANE11669
411SSON
'it� E?
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will II 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
FL30310-R2
15 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer snail nomy L;Kttrk
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.