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Product Approval
�,f USER: Public User
Em"Ll AF
L, t > Application Detail
L #
1 L30310-R1
Application Type
son
Code Version
2020
Application Status
Approved
Comments
Archived
(:�Product Manufacturer
TIKO 1ndustrles Ltd
Address/Phone/Email r
40 Hansen Road South
Brampton, NON -US L6W 3H4
(905) 457-2880 Ext 4581
wllllam.liu@lko.com
Authorized Signature
William Liu
william,liu@lko.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
Certificate of Independence
Ir Validation Checklist - Hardcopy Received
FL30310 R1 COI IK019002 ;2 2020 FBC Eval Shingles final,Qdf
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
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Suminary of Producto
Method 1 Option D
10/16/2019
10/23/2020
10/28/2020
12/16/2020
FL Model, Number or Name Description
3031o,1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
starter strip B shingle strip
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes EL30310 Rj 11 IK019002.2 2020 FBC Eval Shinglenles Flnal q�f
Approved for use outside HVHZ: Yes Verified By: Zachary R. Priest PE-74021
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 Shing inal g_df
Created by independent Third Party: Yes
Aach .Z.-.
Contact lx 2.601 Hla lr Stone Roan, Tallahassee FL - 0 phone: 85OA87-1824
The Suite of Florida Is an AA/EE0 employer. g2ind lot 2007-2013 5tat? of Flodda privacy %1 ment :: Accessibiiity Statement •: Refund Stat m n[
Under Florida law, email addresses are public records. rf you do not want your e-mail address released In response to a PubllC-records request, do not send electronic
mil to this entity. Instead, contact he office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455-275(I ),
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 emalls
ensee
Provide the Deepartmmay be enttor wih anaemail address which naftllrr�tjon with ebeom de available to helpubtk. Tosam detennbm Ilic fYou cord -rea is n see under Chapo not wish to ter 455 personal
5n please click please ert .
Product APPraval Accepts;
m c
Credit Card
Safe
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, FL33647
(813) 480-3421
FLORIDA BUILDING CODE, r EDITION (2020)
PRI Construction Materials Technologies (QUA9110)
Issued October22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
t ton: on a ng Code, 7'n Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5A
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)
KO-050-02-01
TAS 100
1995
PRt 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 (TSTS878)
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
PR[ 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 (TST5B78)
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 shalt 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.
IKOIsLTD
CREEK
Asphalt
AsphaltphaltShingles
TECHNICAL SERvICEs, LLC
Ent-ty
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
PR[ Construction Materials Technologies (TST5878)
IKO-128-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-129-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-130-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-131-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-148-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-153-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-171-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-171-02-02
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-171-02-03
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-198-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-198-02-02
TAS 100
2020
PRI Construction Materials Technologies (TST5878)
IKO-198-02-03
ASTM D 3161
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 (TST587B)
[KO-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)Ei
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)
[KO-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-20"2-07
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-21B-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
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.
OCREEK
TECHNICAL SERVICES, LLC
EMI
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5678)
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 (TST5678)
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 (TST5878) 476T0045
PRI Construction Materials Technologies (TST5878) 476T0046
PRI Construction Materials Technologies (TST5878) 476T0057
PRI Construction Materials Technologies (TST5878) 476T0o58
PRI Construction Materials Technologies (TST5878) 476T0059
PRI Construction Materials Technologies (TST5878) 476T0061
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)E 1
2016
2020
2016
2010A
2010A
1990(R94)E1
2016
1995
2010A
1990(R94)E1
1995
2010A
1990(R94)E1
2016
1995
2010A
2016
2016
2019ae1
RoofshakeT" HW
13-3/4" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Somas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
ArmourshakeT"I
18-112" x 37-318", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumac)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal EstateT"`
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.
Dynasty'
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)
Nordic"'
13-3/4" 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 F1.30310-112 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.
CambddgeT"
(Calgary, Hawkesbury,
Hillsboro, Kankakee,
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltirri
(Calgary, Hawkesbury,
Sumas & Toronto)
CRC Regency@
(Calgary & Hawkesbury)
CRC Superglass@
(Calgary, Hawkesbury &
Toronto)
CREEK
Yre-"NICAL SERVICE--_..�
13-314" x 40-718", ASTM D 3161. Class F self-sealing, fiberglass with ASTMIamD inate
architectural asphalt shingle surfaced with granules complying
3462
Shingles manufactured in Calgary and Toronto shall be used in the non-NVNZ only.
IKO INDUSTRIES, LTD
Asphalt Shingles
Class Fself-sealing, fiberglassreinforced. laminated
13-3f4" x 40-718", ASTM D 3161, 3462.
architectural asphalt shingle surfaced Toronto cranules shali be up ed a tge nwithon ASTMD -NVNZ only.
Shingles manufactured in Calgary
13-314" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
h grantiles
ying with
Shinglesumanufacturedtingle in Calgary shall betused in the non HI VHZ only.ASTM D 3462.
13-114" x 39-318', ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
fiberglass mat coated on both sides with asphalt and surfaced with granushall les
used in the
ing
with ASTM D 3462. Shingles manufactured in Calgary
nova-NVNZ 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
as and Toronto shall be
Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sum
Sumas, Sylacauga & used in the non-HVHZ only.
Toronto)
Hip & RldgeT" 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-NVNZ only.
Hip and RidgeY" 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-NVNZ only.
Armour Starter"" 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 PlusT* 7-718" x 40-718", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
IKO190022 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.
1
JCREEK:�
TF=CHNICALSERVICES, LLC
INSTALLATION
(somas)
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 150 m h
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
erla ment; in accorua — wit- 1 — •h -
slope: and in accordance catn srut Refer
the manufacturer's application
itcons when installing
shin les at slo esgreater than 21:1.2.
Iiiation (Non-HVHZ): installed with 5-718 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
Standard Application
Requires 4 Nails
--- -• -----•----
Nail
Line
Figure 1. Roofshakel- HW
4 Nail Pattern (Non-HVHZ on
5-7/8
IK019002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
SCREEK
TECHNICAL SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
Roofshakell HW Basic Wind Speed ujt : Max. 194 mph
(Sumas) Basic Wind Speed asa : Max. 150 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
Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements.
Underla 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 slo es greater than 21:12.
Installation (Non-HVHZ): Installed with 5-718 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using '4 Nail
Pattern" detailed below.
Nall Line Common Bond
Standard Application
Requires 4 Nails
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
TECHNICAL SERVICES, L_LC
IKO INDUSTRIES, LTD
Asphalt Shingles
ArmourshakeT"" Basic Wind Speed o, : Max. 194 m h
(Sumas) Basic Wind Speed ,,d: Max. 15l] m h
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
Deck (Non-HVHZ):
Solidly sheathed in accordance with FBC requirements.
Underla 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 (HVHZ):
Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Nan-HVHZ):
Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
Notches
Nail Line
Alignment
Notches
Figure 2. ArmourshakeTM
5 Nail Pattern (Non-HVHZ o
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Figure S. Armourshakel
6 Nail Pattern
Alignment
' Notches
IKO19002.2 Ft 30310-R2 Page 6 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
TECHNICALSERVICEs, LLC
Royal Estater" Basic Wnd Speed .it :
(Toronto) Basic Wind Speed asd:
Deck (HVHZ):
Deck Non-HVHZ :
Underla ment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
1"-►
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph
Max. 150 mph
to 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 PBC requirements.
In accordance with FBC requirements.
2:12 and in accordance wish 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 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 EstateTm
4 Nail Pattern (non-HVHZ or
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nails
Figure 5. Royal EstateTm
6 Nail Pattern
IKO190021 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 SERVICE:s, LLC
Crowne Slate Basic Wind Speed Wr
(Toronto) Basic Wind Speed VaQ :
Deck (HVHZ):
Deck Non-HVHZ :
Underla ment:
Min. slope --
Installation (Non-HVHZ):
IKO INDUSTRIES, LTD
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. 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 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" EXPOSURE
Standard Application
Requires 5 Nails/Fasteners
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ
IK019002.2 FL30310-R2 Page 8 of 15
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
EM TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Dynasty""
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Basic Wind Speed „i, :
Max. 194 mph
Basic Wind Speed & :
Max. 150 m h
Deck (HVHZ):
In accordance with FBC requirements;
Sumas (Non-HVHZ))
Solidly sheathed min. 19132 in. plywood or wood plank for
and
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ),.
Solidly sheathed in accordance with FBC requirements.
Nordic""'
Underla meat:
In accordance with FBC requirements.
(Kankakee)
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
and
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation (HVHZ):
Installed with 5-718 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
CRC Regency®
Shingles shall be attached using "6 Nail Pattem" detailed
below.
Installation (Non-HVHZ):
tnstalled 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.
1-1/s•
S.1lL' I,rtnaur2nn.
Standard Application
Requires 4 Nails/Fasteners
------------ r-------------V------------
4"
nourZone
Figure 7. Dynasty'rm and NordiCTM
4 Nail Pattern (non-HVHZ oniv)
Ll/4•
Arma,rZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Figure 8. DynastyTm and NordiCTM
6 Nail Pattern
IK019002.2 FL30310-R2 Page 9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
SERVICES, LLC
CambridgeTTM
asic Wind Speed V „ :
Max. 194 m h
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas,
Sylacauga, Toronto (Non-
HVHZ) & Wilmington)
sic Wind Speed a,d:
Max. 150 mph
D ck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15I32 in. plywood existing
construction.
Deck Non-HVHZ --
Solidly sheathed in accordance with FBC re uirements.
a
Underla ment:
In accordance with FBC requirements.
CRC Biltmore'rm
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee,
Sumas (Non-HVHZ) &
Toronto (Non-HVHZ))
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
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installation (Non-HVHZ):
Installed with 5-7/8 in, exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattem" or "6 Nail Pattem" detalled below.
Nall Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
Nail
Line
Figure 9. Cambridge"I and CRC BiltmoreT"'
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nail
Line
!`Mail Line
k
Figure 10. Cambridge r" and CRC BiltmoreTM
6 Nail Pattern
5-7/8
Common Bond
5-7/8
IKO19002.2 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,
SCREEK
TECHNICAL SERVICES, LLC
CRC SuperglassTm
(Calgary (Non-HVHZ),
Hawkesbury, & Toronto
(Non-HVHZ))
and
Marathon'"' Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
MarathonTm
(Hillsboro & Sylacauga)
IKO INDUSTRiE.S, LTD
Asphalt Shingles
Basic Wind Speed un : Max. 194 mph
Basic Wind Speed asa : 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
Deck (Non-HVHZ):
Solidl sheathed in accordance with FBC requirements.
Underla 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 (HVHZ):
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
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
_Pattem" or "6 Nail Pattem" detailed below.
Standard Application
Requires A Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassTm, Marathon TM Plus AR and Marathon'"
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires. 6 Nails/Fasteners
Sealant S
Figure 12. CRC Superglass"', Marathon'" Plus AR and Marathon'"
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 11 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip & RidgeT'" 12 Basic Wind Speed n,r : ' Max. 194 mph
(Kankakee & Sylacauga) Basic Wind Speed �,d: Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19132 in. plywood or wood plank for new construction;
Min. 15132 in. plywood existing construction.
Hip & Ridge Plus"'" Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements.
(Calgary) Underla ment: In accordance with FSC requirements.
(non-HVHZ only) 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.
Perforation Marks
n Direction of prevailing wind
Nalls
to
1' Taper Cut
Figure 13. Hip & RidgeTM 12 and
Ip & Ridge Piusn' (non-HVHZ oni
IK0190022 FL30310-R2 Page 12 of 15
This evaluation report is provided for State of Florida product approval under Rule 51G20-3. 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
I1<0 INDUSTRIES, LTD
Asphalt Shingles
Hip and RidgeTM Basic Wind Speed utt : Max. 194 mph
(Sumas) Basic Wind Speed &s: Max. 150 mph
Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements._ -
Min, slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-518 Inch exposure, in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Nall$
Dirwtion of prevalling wind
herer-
Perforation Marks
I i I
I I I
t I I
I I I
Mai am am am�ft i dlr 1 1
I I
I I t
k 1 I
I I t
V
s r
r 1' Taper Cut
9-114` t
1" Optional Taper Cut
I ! !
! 1 !
I I I
I I I
Figure 3.4. Hip and Ridge"" (non-HVHZ
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
IKO INDUSTRIES, LTD
Asphalt Shingles
Armour StarterTm Basic Wind Speed �i, : Max. 194 Mph
(Sumas) Basic Wind Speed ,w: Max.150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15132 in. plywood existing construction.
Deck Non-HVHZ): Solidly sheathed in accordance with FBC reauirements.
Leading Edge
(Hawkesbury)
min. sio e: 2:12 and in accordance with FBC requirements.
Installation: Installed in accordance with the FBC and manufacturers
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
STARTER COURSE
P and 13" from Each End
15. Armour Starter`"
Match Color
to Selected
Armourshake
Shingle
Basic Wind speedsx : Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19f32 in. plywood or wood plank for new construction;
Min. 15/32 in. plywood existing constructinn_
Deck (Non-HVHZ): I Solidly sheathed in accordance with FBC requirements,
Underlayment_ I In accordance with FBC renuiramanlc
Installation:
Standard Application
Paqur s 4 Nalts/Fasteners
1
2:12 and in accordance with F13C 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. 318-inch head.
1' from Each Em
Figure 16. Leading Edge Plus""
7 to 4'tmM Batton'
IK019002.2 FL30310-R2 Page 14 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
XMIIIII
REEK
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 61G20-3,
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.
�tittuurrr
No 74021
cc
STATE OF �=
O�
�rrttrrnH���
CERTIFICATION OF INDEPENDENCE
2020.10.22
4�— 14:10:00
—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
IK019002.2 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.