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�OFFICEOFTHE FL# FL30310-RO
SECRETARY Application Type New
Code Version 2017
Application Status Approved
Comments
Archived p
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON-US L6W 3H4
(905)457-2880 Ext4581
william.liu@iko.com
Authorized Signature William Liu
william.liu@iko.com
Technical Representative
Address/Phone/Email
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
O Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity FM Approvals- QA
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
0 Validation Checklist- Hardcopy Received
Certificate of Independence FL30310 RO COI IK019002 2017 FBC Eval Shingles.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3018 1990
ASTM D 3161 2016
ASTM D 3462 2010
ASTM E 108 2011
TAS 100 1995
TAS 107 1995
file:///C/Users/moore/OneDrive/Documents/iko.html[9/18/2020 8:10:56 AM]
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/15/2019
Date Validated 08/16/2019
Date Pending FBC Approval 08/23/2019
Date Approved 10/15/2019
Date Revised 10/16/2019
Summary of Products
FL# Model, Number or Name Description
30310.1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip and ridge shingle,
starter strip&shingle strip
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL30310 RO II IK019002 2017 FBC Eval Shingles.pdf
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 RO AE IK019002 2017 FBC Eval Shingles.pddf
Created by Independent Third Party: Yes
0
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy 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 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® U, 1 ® 9
Credil Card
Safe
file:///C/Users/moore/OneDrive/Documents/iko.html[9/18/202O 8:10:56 AM]
Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, L.LC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 2019
40 Hansen Rd S
Branpton, ON L6W 31-14
Canada
(905)457-2880
Manufacturing Plants: Calgary,Alberta
Hawkesbury, Ontario
Hillsboro,TX
Kankakee, IL
Sumas,WA
Sylacauga,AL
Toronto,Ontario
Wilmington, DE
Quality Assurance: FM Approvals(QUA1860)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
FM Approvals(TST1867) 3036971 FM 4475 2010
FM Approvals(TST1867) 3040947 FM 4475 2010
ASTM E 108 2011
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 1995
PRI Construction Materials Technologies(TST5878) I KO-1 14-02-01 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
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
1KO19002 FL30310 Page 1 of 11
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.
NDUSTIES,LTD
CREEK IKO IAssphaltShingles
F4JTECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995
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 1995
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 1995
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 1995
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 1995
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 2011
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 1995
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 2011
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 2011
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) 476T0002 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476T0003 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0004 ASTM D 3161 2016
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
IKO19002 FL30310 Page 2 of 11
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
F� Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
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
PRODUCT DESCRIPTION
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 Estate M 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.
DynastyTM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Kankakee&Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
NordiCM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Cambridge TM 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.
Kankakee,Sumas& Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only.
Toronto)
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 M 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)
Marathon TM 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Sylacauga) fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
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.
Armour Starter TM 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.
IK019002 FL30310 Page 3 of 11
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
I TECHNICAL SERVICES, LLC
INSTALLATION
.... .._.........._._....._...........................T ..........................._.....---..........__._..._.... ------__................ ...................-_...._.................................._._..__ __..___._......__......__......._._.-......................._._.............__._...............__......._.....
ArmourshakeTM ; Basic Wind Speed(V,�t) Max. 194 mph
-- ...__....._._._......_....... -. --......_ _.---........-_-._.....----..............._............................._._.......__................._..._..........;
(Sumas) Basic Wind Speed(Va >a..._....._Max. 150 m�?.....................__........._ _......__......_...._........_..__..__..._.........__..... ...........__.._..... ........_....__.._ .._............._._...._.............. ........ .
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.
............................................._..._......................_..__..._._......._....... .............................._.__.___._.._.......__........._.........................-__-..-..._..............._......................_........................................................_......_.............
s
Deck(Non-HVHZ): Solidl. .__..__...................__............__.................._......................... .. . ---
Undedayment: i In accordance with FBC requirements.
_.__.........__._..._ .. _..... _.._._......_....._._._.... _ ._...- .....__.._.__.._............_. _ .._..... ....
i Min. slope: i 2:12 and in accordance with FBC requirements. Refer to i
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 i
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 manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Reou res S Nails,,'F;;steners
Nall Line
Alignment i
i`�1-----+� --4�--- --=• - - `+ `Notches
i
Figure 1. ArmourshakeTM
5 Nail Pattern Non-HVHZ only)
....._._-......_.............__.._..._.............._....__._......._..__......._._._�._._._..._........__. �.._...._.
Nailing- Steep Slopes/High Mnd .Areas Applications
G-Zc-,qa jMrv-� 6 Naiisrf + .!<•, ,:...
Nail Line
Alignment ' 1t,r * ` Alignment
Novvho-' r
-- - - - ---=+r NotctlES
Figure 2. ArmourshakeTM
6 Nail Pattern
IKO19002 FL30310 Page 4 of 11
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
......_ _...__..__� . . .,.
......-.._.................................__...._..........�__..................................._.....__......_..�__..._.............._....._...__...................................._............_.._....._..._......__....___........._._.........................................................,
Royal Estate Basic Wind Speed�V,,,c): Max.. 194 mph. . .....
r_.........___................_................... ....._......._._........._._............................_....._..................._..._. -............................._:
(Toronto) Basic Wind Speed 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): Solidly sheathed in accordance with FBC .................... .. . ........
i 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
Shingles at slopes greater than 21 12
_._._.._.-. . _.............�......_._......_.._.._..P.__9................_._._....._.._...._..........._...__:_._............_..._..............._......__.............._....._......._... i
s Installation Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions. i
Shingles shall be attached using "6 Nail Pattern" detailed
I below.
_._�_....._._ _._.__..__...__._.._._.._._._......._..__._....._......._....._......................._.._._._........
Installation (Non-HVHZ): ; Installed with 5-7/8 in....._.... exposure in accordance with FBG
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
i ie`i ill 4 Nails F 35tt!
i
A.
Nails
Figure 3. Royal Estate TM
4 Nail.._Pattern...anon-HVHZ_only�. .._._.._........_...._......._............__....._.._......_..._......_..._...__........__...._..........._........_.._................
Steep Slopel'High Wind Applications
i
Nail,
I
Figure 4. Royal EstateTM
6 Nail Pattern
IK019002 FL30310 Page 5 of 11
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
Dynasty Basic Wind Speed.( 4 mp
h
Basic................Wind............ .... .............. ................... .....................................................................
..........
Max. 150 mph
Basic Wind Sp66d(Calgary(Non-HVHZ), U
........................ ................ .....------------------------------................
Hawkesbury,Kankakee& Deck(HVHZ): In accordance with FBC requirements;
Sumas(Non-HVHZ))
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in, plywood existing 1
and
construction.
-----------.......... ......... ........................... .............................................. ...................
...................................iqly.,§tq!�t�ed in accordance with FBC requirements,
2-Deck(Non-Hy!gy, ............................................_ .................................
Nord!cT* Underlament. In accordance......with h F'B'-C requirements.--"'-'*'
.. . .........................-..................................... ........... - .................................................................................
(Kankakee)
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
Shingles at slopes greater than 2112. .
...........................— ...................................... ................... ......................................
Installation(HVHZ): Installed with 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): I 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 13 Nail Pattern"detailed below.
.................................................................................................. ............. .............................................. ................................................................
Standard Application
Requires 4 Nails/Fasteners
1/1"VI
C.cjrri rn,,n Boni
L------------I ---------
------------------------------------------------
ArmourZone
M
Figure 5. DynaStyT and NordiCT
4 Nail Pattern (non-HVHZ only
................................................................. ............. ........................... ................................. ------ ..........................................................................
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
("nfnm,-n Ron.:!
--- ---------- - -----------
ArmourZone
aStyT M
Figure 6. Dyn m and NoriCT
d
6 Nail Pattern
....................................................................................................................- ..........- .......... ............................................................................................................................................ ................
IK019002 FL30310 Page 6 of 11
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
Eii
TECHNICAL SERVICES, LLC
......................................_..__....................................................._.._._...................................................._................__._.......................... ._.._.........._.........._......................................................_......_....._........................_....................__....................................................................._...............
CambridgeTMBasic Wind Speed(Vwt)..........I Max..194 mph
...._...._......._..._.._.......__.......I........ _._....................._........_.................._......._..........................................._...........;
(Calgary(Non-HVHZ), Basic Wind Speed SVa�a�:....._....Max. 1.50 mph_.............._ _.........__........................._...................._.........._........._..._......__.............._._..............
I 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
HVHZ)&Wilmington) construction.
....._....._.. ._..._..._.............._..........__._.................................
_..._......._.....__._...._._.__.............._..........._......_........_._..........._.._._....._.._-._.........._......._..................................................................._...............
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
and _.........................._.........._................_..._..........___.._._.__..._,._......_................. _..._......_....................._..............................................._......_........ .. . ........ ..............
_l!goerlayment: In accordance with FBC requirements.
.............
I Min.slope: 2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreTM the manufacturer's application instructions when installing
(Calgary(Non-HVHZ), shingles__......
p.__._....__............._....._. ........................._................
Installation HVHZ : Installed with 5-7/8 in. exposure in accordance with RAS
Sumas(Non-HVHZ)& 115 and manufacturer's published installation instructions.
Toronto(Non-HVHZ)) 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
r Pattern"o "6 Nail Pattern"detailed below.
F....._.................._................._.._......._....._._..........................._...._......._..__...._......................_._............._..._...._........._..-_....._.....__.._.__....._......................._......__.._._.
Nail Line Common Bond
Standard Application Requires 4 Nails/Fasteners J"
,7f$:.
- - - ~ - _ -�- = Nail
Line
5-7/8
Figure 7. 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
- - - -.- - - - - - - -'i Mail
Line
Figure 8. Cambridgerm and CRC BiltmoreT"'
.........._.-.-_................... .............................._.......................................................6..Nail Pattern
IKO19002 FL30310 Page 7 of 11
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.
G R E E K IKO INDUSTRIES,LTD
Asphalt Shingles
A
TECHNICAL SERVICES, LLC
....._._......_........_...._..........................._...................._............,.._._._..._....__............................_......_....___...... ......................_......_......._........__......_.._._............................................................._........_...__..................._........
.....__.........,._...._...........__................._.... ,
CRC SuperglassTA° Basic Wind Speed�Vwc):._..._...._Max.__1_94._mPh........._.._....._._......._............. ..............._...............__......................................................................... _....
(Calgary(Non-HVHZ), : Basic Wind Speed(Val): t Max_ 150 mph _.._........_.................
Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
..._.._................._..........._..._.._......._....._......_._.._---._._.......;......._........_........................................._... ._.._....................................................._..........._.........._..._...................._............._._...._...._.................
;
i Deck(Non-HVHZ): i Solidly sheathed in accordance with FBC requirements. i
MarathonT"" Plus AR r........................................._..._....._.._..._.__.............._..._...._..._._.�_..................... ...._.._....__......_......._..._...._.._..---..._.._....._...._.__._..._......... .. . . .... _............
Underlayment:............................_ i In accordance with FBC requirements._........_..........._._..._.._........_._.....__..._........_.._......_..
Non-HVHZ ............................... ..�........._._...........__ __. ................_................._.._..............._..
(Calgary( ), Min.slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas Non-
( . i shingles a..slopes greater.than 21:12. . _
HVHZ ,Sylacauga& I..... ............................._........................_..................._......__�....._.._.... .- _ _...... ..............................._
: Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and below.
i-.-..._.._...._._......._.....__.._..............__.__._.................__.-.-L..._.____.___..___.__._....._........__.__......_.___..........__......._......._.._.._......._.._.__.........................__.__..._..._............_..___............_!
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
MarathonTM requirements and manufacturer's published installation
(Sylacauga) instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
._....._..._..........__..._.._..__._...._._.............._._._..................._....---.._.................................._............................._............._....._............._..................._._..._._................_.._._.._._._.......- ... _ .......... .._..__......._._.._._..._...._............_......_.._....._._.._.-....................................._.
Standard Application
Requires 4 Nails/Fasteners
i
i
a
i
i
i
i
.l
Sealant Strip
Figure 9. CRC Superglasslm, Marathon1m Plus AR and MarathonTM
4 Nail Pattern (non-HVHZ only)
i_............._........................................................._......._._._...____.._..._.............__........................_....._-..............._....._.._------------ _........._......____.._........._._........._...................._....................__._..........................__..._._..__......_..............................................................................
j
t
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
i
i
t
Sealant Strip
Figure 10. CRC SuperglassT", MarathonTM Plus AR and MarathonTM
6 Nail Pattern
IKO19002 FL30310 Page 8 of 11
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
Asphaltsphalt Shingles
TECHNICAL SERVICES, LLC
....................._......_....._..._........_..............._......._._...._.........._...__...,...........__._.. -_------...-__..-........__................._.....-.........,_... .........._._...._....................__.......-_..-.............._-...................................................._.-.._.....__..................................................._.........
.................
Hip S Ridger"" 12 ....Basic Wind Speed...(V,�t).............Max.. ............. ............................... ......
(Kankakee&Sylacauga)
Basic Wind Speed�Va ): Max. 150._m.Ph__............_....._...__._._.........................._._._.__. _._.........
i 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.
_.._..__............._............_........_.._._.._...+ _._...._..._...__..-.... __._._..................
.....
.......
........s
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 ire_requments.
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
................._........................-..............................._..._._................._ __..............................................._..._......_......_..........._.............._.J�rilin..._..--._._........9.wind.
...._..._.._........................_..__............._.._.._.__............................_........................................_._................
_..........
prevailing
Perforation Marks
Start Direction of prevailing wind
here—
Nails
oo
1 1
1"Taper Cut
1
,
R Figure id
................
_11. ._Hi.. ..8.... —eTM �_2..._ ._......................___......._................------_ ................
IKO19002 FL30310 Page 9 of 11
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.
N CREEK IKO INDUSTRIES,LTD
'' Asphalt Shingles
F
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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
2019 08 15
CE•fV S• S ��
tiP F 14:22:07
No 74021 ,.
= -04'00'
�5' STATE OF .'U�
:�,�N .c p ••'�W� Zachary R. Priest, P.E.
i�i'�S• O R �•• �j�`.` Florida Registration No.74021
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 FL30310 Page 11 of 11
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.