HomeMy WebLinkAboutPRODUCT APPROVAL - ASPHALT SHINGLES 11/12/21.1:03 I'M Florida Building Code Online
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ProdUCtAQproval Menu>Product er AQclicaUon Search>Qgalication Lisl>Application Detail
FL# FL30310-RI
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON-US L6W 3H4
(905)457-2880 Ext 4581
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 IKO19002 2 2020 FBC Eval Shingles final.p-f
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
htips://floridabuilding.org/pr/pr_app_dti.aspx?piiram=wGEVXQwtDgvH%2bflZfjpUCSn6k7lpZ96MbxnNt3Ze3Q76B4ygcSbcF8w%3d%3d 1!2
11/12/21,l:03 PM Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020
Date Revised 11/03/2021
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
Umits of Use Installation Instructions
Approved for use in HVHZ: Yes FL30310 R1 II IK0191102-2 21120 FBC Eval Shingles final.
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 IK019002 2 2020 FBC Eval Shingles final.pdf
I Created by Independent Third Party: Yes
Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-162a
The State of Florida is an AA/EEO employer.ioUliiaht 2007-2013 State of Florida ::ECvacy Statement::Accessibility,Statement::Refund Statement
Under Florida law,email addresses are public records,if you do not want your e-mail address released in response to a public-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 850.4B7.139S.'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:
Crecir. Card
Safe
https:Hforidabuilding.org/pr/pr_app_dtl.&Rpx?pamm=wG EV XQwtDgvH%2bffZfjpUCSn6k7l pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 2/2
Certificate of Authorization Na. 29824
CREEK17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7'"EDITION(2020)
Manufacturer: IKO INDUSTRIES, LTD Issued October 22, 2020
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905) 457-2880
vnvw iko com
Manufacturing Plants, Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas,WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies(QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 71'Edition(2020)including High-Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507 2 5, 1507.2.7.1, 1523.5.1, 1521&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
PR(Construction Materials Technologies(TST5878) tK0-115-02-01 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 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
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 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) 476CO017.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476CO017.2 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 16
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
Entity 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) 476C0033.2 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 1905
PRI Construction Materials Technologies(TST5878) 476T0004 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0012 ASTM D 3462 2010A
ASTM D 3018 19901
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 3018 1990(1
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(1
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) 476T0057 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
RoofshakeTm 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.
ArmourshakeTM 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 EstateT"' 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.
DynaSii 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)
NordicT" 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.
CREEKCREEKIKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
CambridgeT"^ 13-3/4" x 40-7/6", 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 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary&Hawkesbury) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
CRC Superglass® 13-1/4" x 39-3/8", 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.
MarathonT°" 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& Ridge"' 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 Pluslm 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 Ridgelm 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 StarterT"" 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 ArmourshakeM 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.
C[�E E K IKO INDUSTRIES,LTD
jZ Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
RoofshakeT"' HW T Basic Wind Speed Vu„ : Max. 194 mph
(Sumas) �yBasic Wind SpeqqjVeV: 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.
Deck VNon-HVHZ : Solidly sheathed In accordance with FBC requirements.
Underlayment: In accordance with FBC requirements_
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
I shin les at sloes 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
Pattern"detailed below.
Nail Line Common Bond
I
Standard Application
Requires 4 Nails
7/8" j
- - - - - - - Nail �\
Line
I
f�
S-7/8
Figure 1. RoofshakeTm HW
4 Nail Pattern(Non-HVHZ only
IK019002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 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
ArmourshakeTM' i Basic Wind Speed(V,) Max. 194 mph
............ t _....._.__._.._._.
(Sumas) Basic Wind Speed(Vast_.--�_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.
Deck(Non-HVHZ): i Solidly sheathed in accordance-with FBC;requirements.
Underlayment: In accordance with FBC requirements
_ _..__. �_.� ._._.._.......--
Min slope: i 2:12 and in accordance with FBC requirements. Refer to
j ( the manufacturer's application instructions when installing
_ __._._. shingles at slopes greater than 21;12.
I.ns-tallation__.-____ (HVHZ_ _..___): Installed with 5-7/8 inch exposure in accordance with RAS
IIII 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 inch exposure in accordance with FBC
requirements and manufacturers 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
Figure 2. Armourshake"m
5 Nail Pattern(Non-HVHZ only)
Nailing-Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line /A,-x
Alignment Alignment
Notches Notches
I
Figure 3, ArmourshakeTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 6 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
C R E E K IKO INDUSTRIES,I TD
(� Asphalt Shingles
TECHNICAL SERVICES, LLC
Royal EstateT"' Basic Wind Speed(Vn,�_ Max_194 mph
(Toronto) Basic Wind Speed
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-HVHZZ�; __ Solidly sheathed in accordance with FBC requirements.
. ----
Underlayment:__ In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements Refer to
the manufacturer's application Instructions when Installing
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS i
115 and manufacturer's published installation Instructions. 1
Shingles shall be attached using "6 Nall Pattern' detailed ,
below.
►nstallation (Non-HVHZ): Installed with 5-7/8 in, exposure in accordance with FBC
requirements and manufacturer's published installation .
instructions. Shingles shall be attached using either'A Nail
Pattern"or T Nail Pattern"detailed .............
I
Standard Application `
Requires 4 Nails/Fasteners
- - - - - - - - -- - -• - - - - - -
•
1 i
Nails
Figure 4. Royal Estatelm
4 Nall Pattern (non HVHZ only)
Steep Slope/High Wind Applications
P,equires6 Nails/Fasteners
LLL 14"
Nails
Figure 5. Royal Estate TM
6 Nail Pattern
X019002.2 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 IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Crowne Slate Basic Wind Speed(Vut: Max. 194 TR! -
(Toronto) Basic Wind Speed 20 : Max 150 mph
Deck (HVHZ) In accordance with FBC requirements',
I
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. -_-..__.... _..__....__._.-..---_._...........-.._..__-_..._.--_._._..._._____._..._.
Deck Non-HVH�_ Solidly sheathed in accordance with FBC requirements.
Und_erla 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 2112.
Installat__ion (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
Pattern' detailed below.
published- —installation
ons Shingles ts shall requirements
attac
and hed using `5 Nail
L instruct Nail Line
10" EXPOSURE I
Standard Application `
Requires 5 Nails/Fasteners
Nail Line �101,
1
1
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only)
IK019002.2 FL30310-R2 Page 8 of 15
This evaluation report is provided for State of Florida product approval under Rule 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.
CR E E K IKO INDUSTRIES,LTD
[Z j, Asphalt Shingles
TECHNICAL SERVICES, LLC
DynastyT"' Basic Wind Speed(V _ ' Max. 194 mph(Calgary(Non HVHZ), l_Basic-Wind Speed.SVra):
Hawkesbury, Kankakee& Deck(HVHZ): I In accordance with FBC requirements; - -
Sumas (Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
Deck(Non-HVHZ : Solidly sheathed in accordance with FBC requirements__
Nordic TM Underla�ment_ __ In accordance with FBC requirements
_.._._.._ ___- -__...__ .._...._ _.._ _.._----
I (Kan akee) Min slope: 12:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
and shingles at slopes greater than 21:12. .
-
Installation(HVHZ) installed with 5-7/8 in. exposure in accordance with RAS
I CRC Regency® 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
I i requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail I
Pattern"or"6 Nail Pattern"detailed below.
.................._......_._—�.__.._....._.... --- ...__._... ..__.... __..._.._._......_...._......_..--... _..._....._....__..��I
Arm !
ArmourZone
Standard Application '� I
Requires 4 Nails/Fasteners
1 Common Bond i
--
t`-----------i-----------_ -------------` I
-- -----------------------------------——_
-- -
ArmourZone
7 r7 7. 1 1
5.7J8,
Figure 7. DynastyT" and NordicT"'
4 Nail Pattern non-HVHZ only�._..
I
_ ...........____------------......
_..---.--.----_-----.._.._..._..—._._.____.__._. ._.._...__._._...._...._..........__......__...........__._.._
-IN
ArmourZone
ArmourZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
common Bond
Z- Y-------- -----------
ArmourZone
r7
5-7/8"
Figure 8. DynastyTm and NordicT"^
6 Nail Pattern
IK019002.2 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.
RC" IKO INDUSTRIES,LTD
I 1 LL Asphalt Shingles
TECHNICAL SERVICES, LLC
Cambridge T"" ' Basic_W_ind Speed Vit Max.
194
—
(Calgary (Non-HVHZ), Basic Wind Speed V8� Max 150 mph
_..__._. P �_�
Hawkesbury, Hillsboro, Deck (HVHZ): In accordance with FBC requirements;
Kankakee, Sumas, Solidly sheathed min. 19/32 in plywood or wood plank for
Sylacauga, Toronto(Non- new construction; Min. 15/32 in. plywood existing
io constru
HVHZ)&Wilmington) ctn.
I G--- . __--- -- -..._. _ _..-------- ---- ------- 1
Deck(Non HVHZ I Solidly sheathed in accordance with FBC requirements
and _Underla rn nt: — - In accordance with FBC requirements _
I Min. slope: 2 12 and in accordance with FBC requirements. Refer to
CRC BiltmoreT"'
the manufacturer's application instructions when installing
i (Calgary (Non-HVHZ), shin les at slo es reater than 21.12
iHawkesbury, Kankakee, �---------...P.__...._.._9__..__ _._.._......_ _.__-:___..___----.._......_.._.__.__.._.._
! Installation(HVHZ): Installed with 5-7/8 in exposure in accordance with RAS
Sumas(Non-HVHZ)& I i 115 and manufacturer's published installation instructions.
Toronto(Non HVHZ)) i 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
Pattern"or"6 Nail Pattern'detailed below._. _..
iNail Line Common Bond
Standard Application i
Requires 4 Nails/Fasteners
I 7/8"
j - - - - � - - - - -' Nail f
Line
I ,
i
5-7/8
Figure 9. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8"
a - —
� Nail
I
Line
I
5-7/8
Figure 10. CambridgeTM and CRC BiltmoreTIM
6 Nail Pattern
IK019002.2 FL30310-R2 Page 10 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
CRC SuperglassT"" i Basic Wind Spee�V,� Max. 194 mph
(Calgary (Non HVHZ), ,_Basic Wind Speed(Va,d: Max. 150 mph
Hawkesbury, &Toronto Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for
I I new construction, Min. 15/32 in. plywood existing
and _ construction.
Deck Non_HVHZ: Solidly sheathed in accordance with FBC re uq irements.
Marathon TM Plus AR -- ---FBC re .__
f Underlayment: In accordance with FBC requirements.
(Calgary (Non-HVHZ), -- and i ----._...._.._....----- m--...-...------•---------
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas (Non- shingles at slopes�
_ reater than 21 12
HVHZ), Sylacauga & _:__._.._..--_-----._._...._.___.__.--
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) I 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and below.
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
Marathon TM I requirements and manufacturer's published installation
(Hillsboro& Sylacauga) instructions. Shingles shall be attached using either"4 Nail
1_Pattern"or"6 Nail Pattern"detailed below.
-----�— - _.__ -- - ...........------
Standard Application
Regiiires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassT"', Marathon"' Plus AR and MarathonTM
4 Nail Pattern (non-HVHZ only)
Steep slope/High Wind Applications
Requires 6 Nails/Fasteners
i- - - -- -
- - --- -
Sealant Strip
Figure 12. CRC SuperglassT"^, MarathonT" Plus AR and MarathonT""
6 Nail Pattern
IK019002.2 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 IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
i Hip&Ridge TM 12 1 Basic Wind Speed V„it: Max. 194 mph
(Kankakee&Sylacauga) I Basic Wind Seed (Vew): _Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19/32 In plywood or wood plank for new construction;
Min. 15/32 in.plywood existing.construction.
Hip&Ridge PIUSTM Deck(Non-HVHZ: I Solidly sheathed in accordance with FBC re uirements_
a _�._
(Cal 9 ry) Und ayT_E nt: In accordance with C rice uirements— —
non-HVHZ onI --FB_
Y) 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
I prevailing wind
Perforation Marks
Start Directiorn of prevailing wind
here—
Nails
1 �
5-5
1 I
1"Taper Cut
i 6-1/4"
1
Figure 13. Hip & RidgeT^" 12 and
_ Hip & Ridge PIusTM (non-HVHZ only)
IK019002.2 FL30310-R2 Page 12 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.
CD E E K IKO INDUSTRIES,LTD
j't Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip and RidgeTM Basic Wind Speed Var: Max. 194 mph —
(Sumas) Basic Wind Speed V( „d): Max 150 mph —
Deck(Non-HVHZL Solidly sheathed in accordance with FBC requirements.
_....-_ ._ _._
Un_derla my ent; 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 nth
_._.!_P_.reya i l ink wind_.---._...___._._.___..
Nails
here Direction of prevailing wind
i I
1"Taper Cut
Perforation Marks V Optional Taper Cut
' I
and_-Rid�e�"!�non_HVHZ one)_-....._......._.._......._..____�....---___..
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 IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
......_..._—...____..__._._. _..._.___.—_.__. __..._.._....____..___._._.__.....__.._....__..._..—_..__.._.TM
Armour Starter Basic Wind Speed(VW,): Max. 194 mph
(Sumas) Basic Wind Speed(Vey Max. 150 m_ph.........
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction; i
_._.__._. .._.._...,.._._._._.__.._._-,Min. 15/32 in. plywood existing construction _ —
Deck(Non HVHZ�: Solldl�sheathed in accordance with FBC requirements 1
UnderlaymenY In accordance with FBC requirements
Min. slope: 2:12 and in accordance with FBC requirements
I Installation. Installed in accordance with the FBC and manufacturer's
published Installation instructions. Shall be attached with
min. 1°x 12 ga_ 99 inchnails with.min.318_inch_head.
Standard Application Requires 4 Nails/Fasteners
Match Color
STARTER COURSE to Selected
V and 13" from Each End Armourshake
Shingle
Figure 15.Armour Starter TM
-..__..__...._....._...---.._._._.._----
Leading Edge Plus'"" Basic Wind SSpeed W-20 J-Max. 194 mph
(Hawkesbury) Basic Wind Speed (VB,g) I 150 mph
_._.._.. r.I._Max.---------..---PL--- .. . ...
Deck(HVHZ) In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min 15/32 in.plywood existing construction. _
Deck(Non HVHZL_— Soliq�sheathed in accordance with FBC requirements.
— — -i - -
Underlayment__ _ In accordance with FBC requirements
Min. slope 2:12 and in accordance with FBC requirements.
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
R
Standard Application j
Requires 4 Nails/Fasteners 1'from Each End
a
1
V to 4"from Bottom
Figure 16_Leading Edge PiusTM
IK019002.2 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 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.
,,•��PFtY"F3.''���-,,, 2 0 2 0.10.2 2
ti 14:10:00
No 74021
* *. � oyn.w.w�.<mvn n •M.
* _ -04'00'
STATE OF 41J
op �� Zachary R. Priest, P.E.
��, �` '• O R 1 P'����� Florida Registration No. 74021
''i,SS;0NAt,�N`��` Organization No. ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated. or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R Priest,P.E.does not have, nor will acquire,a 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 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.