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FL # FL30310-RI
Application Type Revision
Code Version 2017
Application Status Re -Apply
Comments 10/16/19 v. date reapply 10/17/19
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3H4
ice) 4EZIZEL80 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
(41E)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 Zachary R. Priest
the 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.
Validation Checklist - Hardcopy Received
Certificate of independence
FL30310 R1 COI IKO19002.1 2017 FBC Eval Shingles - final.pcif
Referenced Standard and Year (of Standard) Standard
ASTM D 3018
ASTM D 3161
ASTM D 3462
ASTM E 108
Year
1990
2016
2010
2011
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Page 1 of 2
TAS 100
TAS 107
1995
1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2019
Date Validated
Date Pending FBC Approval
Summary of Products
FL #
Model, Dumber 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 Ri II IK019002.1 2017_FBC Eval Shingles -
final.ndf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL30310 RJ_8E IK0190QZ.l 2017 FBC Eval Shingles _
fin
Created by Independent Third Party: Yes
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Contact Us :: 2601 Rlair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer, QQp)'right 2007-2013 State of Florida.:: Privacy statement :: Accessibilily Sotement :: Refund Statement
Under Oorda 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(I), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
nne. 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 licansee under Chapter
455, ES., please .[�ck here .
Product Approval Accepts:
77 E
Credit
Safe
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Page 2 of 2
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
IKO INDUSTRIES, LTD
40 Hansen Rd S
Branpton, ON L6W 31-14
Canada
(905) 457-2880
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
FM Approvals (QUA1860)
Certificate of Authorization No, 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE, 6.. EDITION (2017)
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
Issued October3, 2019
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)
3044316
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)
1KO-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
1996
PRI Construction Materials Technologies (TST5878)
IKO--114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
I KO-1 15-02-01
ASTM D 3161
2016
PRE Construction Materials Technologies (TST5878)
IKO-117-02-01
TAS 100
1996
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)
1KO-123-02-01
ASTM D 3161
2016
IK019002.1 FL30310-R1 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.
CREEK
1KO INDUSTRIES, LTD
Shingles
Asphalt
TECHNICAL SERVICES, LLC
Ent
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 3461
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)
I KO- 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)
I KO-1 99-02-02
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)I=1
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)Ei
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)Ei
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)
476T0034
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0039
ASTM D 3462
2010A
ASTM D 3013
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) 476TOO42 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
IKO19002.1 FL30310-R1 Page 2 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 IKOINLTD
Asphaltsphalt 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 TM
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.
DynastyTM
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.
Kankakee & Sumas)
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
NordicTM
13-3/4" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Kankakee)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
CambridgeT"'
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 Toronto shall be used in the non-HVHZ only.
Sumas, Sylacauga,
Toronto & Wilmington)
CRC Biltmore®
13-314" 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®
13-114" 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
Toronto)
with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only,
MarathonTm 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
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
13-114" x 39-318", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Hillsboro &Sylacauga)
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
with ASTM D 3462.
Hip & Ridge TM 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.
Armour Starter TM
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 PIusTM
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.
INSTALLATION
IK019002.1 FL30310-R1 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.
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
Armourshake'rm Basic Wind Speed_ V.11): 1 Max. 194 mph
(Sumas) Basic Wind Speed
D��k i In accordance with FBC requirements
Solidly sheathed min. 19/32 in. plyw�od or wood plank for i
new construction-, Min. 15/32 in- plywood existing
I construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with ��IBC reqy�r ments.
Min. slope: 2-12 and in accordance with FBC requirements. Refer to
I the manufacturer's application instructions wl-
ien installing
I Installation (HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions- 1
Shingles shall be attached using "G Nail Pattern" detailed
Installation (Non-HVHZ)- 'I Installed with 5-7/8 inch exposure in accordance with FBC i
requirements and manufacturer's published installation
I instructions. Shingles shall be attached using either "5 Nail
I Pattern' or'6 Nail Pattern" detailed below
Standard Application
Nail Line
Alignment
Figure 1. Armourshake TM
Nailing - Steep Slopes]High Wind Areas Applications
Nail Line
Alignment Alignment
Notches
Notches
6 Nail Pattern
11<0190O21 FL303 O-R1 Page 4of11
This evaluation report is provided for State of Flo-Ti-da product approval under Rule 61 G20-3The 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
IKD INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, L_LC
Royal Estate'" Basic Wind S
(Toronto) Basic Wind S
Deck (HVHZ)
Dec�Non
Underlaym
Min. slope:
Installation (HVHZ)
Installation (Nan-HVHZ):
1•-P
Max. 194 mph
___--__..�..._____--
ln accordance with FBC requirements,
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction-, Min_ 15/32 in. plywood existing
construction.
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements
2:12 and in accordance with FBC requirements. 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 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails,/Fasteners
Mails
Figure 3. Royal EstateTM
4 Nail Pattern (non-HVHZ on
Steep Slope/Nigh Wind Applications
Pequires6 Nails/Fasteners
Nails
Figure 4. Royal EstateTM
G Nail Pattern
IKO19002.1 FL30310-R1 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 IKD INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LL_C_ _
Dynasty"" - Basic Wind Speed_(Vul,� Max. 194 mph
(Calgary (Non-HVHZ), 1 Basic Wind Speed (Va :Max- 150 mph_
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. 15132 in. plywood existing
and construction. _ Deck won-HVHZ), Solidly sheathed in accordance with FBC re uirements_
`:. NordicT"" ' Underlay_ment: In accordance with FBC requirements. _ _ __ I
(Kankakee) i Min. slope: 12:12 and in accordance with FBC requirements Refer to
the manufacturers application instructions when installing
shingles at so es2reaterthan 21:12.______�_
I Installation (HVHZ): I Installed with 5-718 in. exposure in accordance with RAS ,
j 115 and manufacturer's published installation instructions. i
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 j
requirements and manufacturer's published installation I
j instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
E
I 1E
"..��,. bimour lane j
I Arrrwur2an� �_� I
Standard Application l
Requires 4 Nails/Fasteners j
i
£orrrrnon Rond
I
F
! _ ____________ ------------ ____________
_______________________________----------------
i_11y-- i
ArrnourZone
r7 ___17 7
5 7M"
I 1
Figure 6. DynastyTM and Nordic7m ;
4 Nail Pattern (non-HVHZ o-nly
___...___-.-.-.-._...._-- ------- .._..----------_------ _---
Arrn�arlanr ___�
I
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
I Common RO�nd
I
I I
I
I �
__-__------- ---
ArmourZone
iI
Figure G. DynastyTm and NordicTM 1
i
6 Nail Pattern --------------------
I
IKO19002.1 FL30310-Ri 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
TECHNICAL SEFmcEs, LLC
CambridgeT" Basic Wind Speed {V.it: = Max. 194 mph
(Calgary (Non-HVHZ), Basic Wind Speed {Vam)__ ;____Max. 150 mph
Hawkesbury, Hillsboro, I Deck (HVHZ): [ In accordance with FBC requirements -
Kankakee, 5umas, E Solidly sheathed min. 19132 in. plywood or wood plank for
Sylacauga, Toronto (Non -
new construction- Min. 15132 in. plywood existing €
HVHZ) &Wilmington) construction.
Deck Non-HVHZ)_ 1 Solidly sheathed in accordance with FBC requirements.
and Underlaymeni: ! In accordance with FBC requirements.___
Min. slope: i 2:12 and in accordance with FBC requirements. Refer to
CRC Biltmore"m i the manufacturer's application instructions when installing
(Calgary (Non-HVHZ), s I shin les at slo es reater than 21 12. .
—--------------------------- --------
Hawkesbury, Kankakee, Installation (HVHZ): Installed with 5-718 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): j Installed with 5-718 in. exposure in accordance with FBC l
i requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
_ -- _-------- --------.-..-----------------------.--
Nail Line Common Bond I
j Standard Application
Requires 4 Nails/Fasteners
i
7/81
i
i
---- --__- Nail ----- Line '
I
f I�
5-7/8 i
Figure's. CambridgeTm and CRC BiltmoreTM I
4 Nail Pattern (non-HVHZ only)
--- — — _ ----------------- -.----.------- ----
�.
-------.----..-.._-..-_ ---.----------- Jail Line Common Bond
i
Steep Slope/High Wind Applications j
Requires 6 Nails/Fasteners
i
7/8,.
i I
s--- ----- ---♦ Nall i
Line
5-7/8
Figure 8. CambridgeTm and CRC BiltmoreTm
6 Nail Pattern
......--- .....-..--..---- ---------.... -.-.-....-._----------- ----..-.-.-......-- _ -- -- ---1
IK019002.1 FL30310-R1 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.
CREEK IKO INDUSTRIES, Asphalt Shingles
_TECHNICAL SERVICES, LLC_
CRC Superglass rm sBasic Wind SpeedfV�ft): i Max. 194 mph
(Calgary (Nan-HVHZ), ~Basic Wind S�eedsa :: ,�Ma_x. 150 mph _ _ ___ ___
! Hawkesbury, &Toronto ! Deck (HVHZ): In accordance with FBC requirements; — —
(Non-HVHZ)) I Solidly sheathed min. 19132 in. plywood or wood plank for i
i new construction; Min. 15/32 in. plywood existing E
and _ _ i construction.
I Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements. i
MarathonT"" Plus AR Underla ment: In accordance with FBC requirements _
Non-HVHZ � �(Calgary { ). Min. slope: 1 2:12 and in accordance with FBC requirements. Refer to I
Hawkesbury, Hillsboro, ! j the manufacturer's application instructions when installing I
i Kankakee, Sumas Non-
( shingles at slopes treater than 21:12.
HVHZ), Sylacauga & Installation
,
! Toronto (Non-HVHZ}) 3 Ins#allation (HVHZ): I Installed with 5-718 in. exposure in accordance with RAS
i 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed E
and _ below_
[ I Installation (Non-HVHZ): I Installed with 5--7/8 in. exposure in accordance with FBC
MarathonT"' ! requirements and manufacturer's published installation I
j (Hillsboro &Sylacauga) i instructions. Shingles shall be attached using either 'A Nail
.- - ----------W--- L— -- Pattern" or "6 Nail Pattern" detailed below._ --------------------------I
Standard Application
Requires 4 Nails/Fasteners
I
I 14
t
i
I
! Sealant Strip
I
Figure 9, CRC SuperglaSSTM, MarathonTM Plus AR and MarathonTm
4 Nail Pattern (non-HVHZ only) �E
Steep Slope/High Wind Applications
t Requires 6 Nails/Fasteners
I j
! S
3
3
{
Sealant Strip
Figure 10. CRC SuperglaSSTM, MarathonTm Plus AR and Mat honTM
6 Nail Pattern
1K019002.1 FL30310-111 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
Asphalt Shingles
TECHNICAL SEPViCES, LLC
Hip & RidgeTM 12 Basic Wind S
(Kankakee & Sylacauga) Basic Wind S
Deck (HVHZ)
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. nlvwood existina construction.
U_nderlayment: _ 1 In accordance with FBC requirements. _
Min. sloae 2 112 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
prevailina wind.
Bit • . . • •
rc
�1
5
Figure 11.
Perforation Marks
Nails
r •
1" Taper Cut
& RidaeTM 12
I1<O19002.1 FL30310-R1 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.
CREEK
IKD INDUSTRIES, LTD
Asphalt Shingles
— TECHNICAL SERVICES, LLC
Armour Starter TM _ —� Basic Wind S
(Sumas) Basic Wind S
---S
Deck (HVHZ)
Min. slope
Installation
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 FFB_C_re�c irements__ —
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 qa. roofma nails with min. 318-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
12. Armour StarterTm
Match Color
to Selected
Armourshake
Shingle
Leading Edge Plus"I Basic Wind SpeedSVu,t� Max_194 mph
(Hawkesbury) LBasic Wind Speed (Va +Max. 150 mph—_---_—__---_-
i Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19132 in. plywood or wood plank for new construction;
_ Min. 15/32 in. plywood existing construction. _
Deck (Non-HVHZ): - Solidly sheathed in accordance_ with FBC requirements.
Underlayment: In accordance with FBC requirements
i Min. sloped—__.2: f 2 and in accordance with FBC requirements__ _
I Installation: j Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 qa. roofinq nails with min. 3/8-inch head.
i
Standard Apowcaaan
pegti r NagalFaster ess 1' Imm Each End
1,
Figure 13. Leading Edge PlusTm
f
V to 4" horn Bottom
IK019002.1 FL30310-R1 Page 10 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
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, 6t" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
No 74021
STATE OF '
�C),n •. A' P ��:
�•.,� o R �•o,.
SiO N A, �,%%%�.
CERTIFICATION OF INDEPENDENCE
2019.10.03
12:31:26
-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
IK019002.1 FL30310-Rt Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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.