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FL #
FL30310-RO
Application Type
New
Code Version
2017
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
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
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
ASTM D 3018
Florida License
PE -74021
Quality Assurance Entity
FM Approvals - QA
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Locke Bowden P.E.
1995
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL30310 RO COI IK019002 2017 FBC Eval Shin gles.pdf
Standard
Year
ASTM D 3018
1990
ASTM D 3161
2016
ASTM D 3462
2010
ASTM E 108
2011
TAS 100
1995
TAS 107
1995
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCSn6k7lpZ96MMxyk3T81ccILpGJOnV9bpg%3d%3d 1/2
9/8/2020
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Florida Building Code Online
Method 1 Option D
08/15/2019
08/16/2019
08/23/2019
10/15/2019
10/16/2019
FL #
Model, Number or Name
Description j
f 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
Approved for use outside HVHZ: Yes
FL30310 RO II IK019002 2017 FBC Eva[ Shingles.pdf
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 201.7 FBC Eval Shmgles.pdf
Created by Independent Third Party: Yes
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 atatement :: 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:
Credit Card
Safe
https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvH%2bfFZfljpUCSn6k7l pZ96MMxyk3T81ecILpGJOnV9bpg%3d%3d 2/2
W AV
to � �r � � ��
is �c! iim AL S iwn Ick° a 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, 6T" 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 August 15, 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)
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)
IKO-114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-115-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-120-02-01
ASTM D 3462
2010A
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
IK019002 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.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL. 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
PRI Construction Materials Technologies (TST5878)
IKO-202-02-01
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
PRI Construction Materials Technologies (TST5878)
IKO-203-02-07
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 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
E� K Asphalt Shingles
CREEK
TEcm,ICALF—vI -ss LL
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
ArmourshakeT""
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
13-1/4" 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.
NordicTm
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 TM Plus AR
13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3 -tab asphalt shingle with
(Calgary, Hawkesbury,
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee,
with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas, Sylacauga &
used in the non-HVHZ only.
Toronto)
MarathonTm
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 ArmourshakeTM shingles.
Leading Edge PIusTM
7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury)
shingle strip surfaced with granules complying with ASTM D 3462.
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.
CREEKi IKO INDUSTRIES, LTD
$ Asphalt Shingles
�;_A TECHNICAL SERviir-Es, LLC
INSTALLATION
...._._ ............. .........................._.............................. ............ ....._...._.__................................. .................................................. ...................................................................................................... .... ..... ...................... ...;
urshakeTM Basic_Wind._S.pee d...(Vylt)........_..._Max...._194 mph._._ .............. ... .... .......................... .............................................. ..... ..... ............................................................................
..:
(Sumas) Basic Wind .._...... . (VaSa1......_ ..._Max...._1.SQ_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 requirements.
.... ......... ...................I...................... ........
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 ........... ................. ..
Installation HVHZ : Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
............ ...................... ........ .... ....-.............................. ............ :...................................... ............ _.... .............................................................. _.............................. ....................._...................... .......................... .............................
i
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 Apel€catacra
€ € ?x+eek 5 I+ aiKfFasteners
1 Nail tine
I
AIsrrrrnt
I orches
Figure 1. ArmourshakeTM
5 Nail Pattern (Non-HVHZ only)..............................................................................
............................... ........................................ .._..................................._............. _....................__............................................................................_..................................._................................................................................................................;
Nailing - Steep SlopeslHigh' rind Areas. Applications
attires 6NaIIsFt=r�rs
Nall time
Alignmentes
Ali nmen't
othes - _ - - Nath
Figure 2. ArmourshakeTM
6 Nail Pattern
.................... ............................................ ................................................................ ..................... ................................................................................................................ _.._...................................................................................... ................................................................................................... ..................
......
IK019002 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.
9 CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
... ........................ ..... ..._.......... ............. ....... _....._.................................... _................................... .... _...... __........... _........................... _-...._... _.,............ .................... _.__.._.............. ................ _...... __._._.._........ _..... _........... _.................... .......... _................... ........ _......... _.._...........
Royal Estate""' Basic Wind Sp 1) Max._1_94._mp ..__......................... ........
_........................._..-.......--................................_.._.....�.._...._...__.._......._.
(Toronto) _Basic Wind._S.I�eed.._(Va a)._.......-Max..._150._n?Ph.._..._---- ....................... ........ ._- ............... ............. _........... ............ _...... ..._..... ................ ...................
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 requirements.
.........................._......._............- ...._ ........................
Undedayment; ___ , _ . 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 greaterthan 21:12.
:.............................................�........_............ _....... _...:_.............. .... ..........._........... .......
Installation HVHZ : € Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
............... .._._.............. ...... _......... .... ......... .......................................... >......... ......._._._._............. ................ ........ ................................................ ....._.._...._...._......_.....,.._.................................................... _._.................... _..!
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
fa sire NailsiFaste€ier
i
H/1
Nails
Figure 3. Royal EstateTM
4 Nail Pattern....(non--HVHZ only}._.._._....._...._........._.__............_...._._.........._.._.............._.:....._.. .............. .......... ......
Steep Slopell igh Wind App icati ns
#1 �
Nails
Figure 4. Royal EstateTM
6 Nail Pattern
IKO19002 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.
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
....... . . . . . . .......... . ....................... . ..... . ......... . ......... . . . . .......... - .................. . .............. . ... ..... ..... .... . .... .. .... .................. ............................................................ .......................... I ............................................................. I .............. . .......
Max. 194 mph
DynaStyTM
Basic Wind Speed (V
.................. . ...... ........... . . . .. . ................... . ............. . . . mph
. ................. . ................ . ............................................. - ............................................................................ .........................
(Calgary (Non-HVHZ), Basic Wind Speed (V.d): 1 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. 15/32 in. plywood existing
andconstruction.
......... . ........................................................................................... .......... .................................. ................ . ........ ............... . ............................................. .....................................................................................................
Deck (Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
................... ........ . ............ . .......................... .. .......................... .......... ............ ...................... .... ........ - .......... . ............................. . .......................................................... . ...... - ................... ........... ..................
Nordic""
Underlavment: In accordance with FBC requirements.
. ...... . ............... ......................................... ........... .......... I ............................. . ...... ............................. . ................................... I ......................... ........... . . . .. ..... ....
(Kankakee)
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
.................... . ................................................................ .....shingles at slopes
..... . . ........ . ..... .............................. ........... .greater than 21:12. ............................................................................................... ......
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS 1
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
...................... . ........ . ..................................... . ... . ........... - .............................. .................. ... .............. .. ... .. ... ......... . ................................................................................................ ...
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
. . ......................................... ....................... .. . ................. . ... .... . .................. . . . . .. . .......... . ........... ........................................................ . ........ . .............. . .............................. ......................... .................... . ... ....
Standard Application
Requires 4 Nails/Fasteners
Common Rand
-- ---------- ------------ ------------- ---
- --------------------------------------------
ArmourZone
.7
StyT M
Figure 5. Dyna m and NoriCT
d
4 Nail Pattern (non-HVHZ only
) . ...... ............... ....... . ... . ... . . . .. ............ . .... .......... .... .. . .........................................................
Steep Slope/High Wind Applications
Requires 6 Nail s/Pa steners
ArmourZone
r7 E7 1
Figure 6. DynaStyT 11 and NordicTm
6 Nail Pattern
.
..... ......................... ............... .
. .................... ................................. ... ................ ........... .
. .............. . ......................... . ...... ....... . ...... . ............... . ............ . . --, ......... . .. . ...... . .. .... . .................. ................................ . ..... . ......... ................................................
IK019002 FL3031 0 Page 6 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.
OCREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
.................. ................. _................ ................................._.............................................................................................................................. ........._.....__................._............................................... ._._..................... ......................................... ......................... ................................................... ................... ..............
CambridgeT"' Basic Wind._S.peed....(Vylt)............._Max...._194._mPh............................. ....... ............................................................................................ ........................... ..................................
(Calgary (Non-HVHZ), Basic Wind._S.peed...Msd).:........_Max. 150._mph......................................._..............
..... ........ .... ....
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- i new construction; Min. 15/32 in. plywood existing
HVHZ) & Wilmington) construction.
.... ............ ................................ ..... ......... ........ ................ ........................:................... __................ ..................... _...................................... _..................................................................................................................... _............................
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirement ....
Underlayment: In accordance with FBC re..............................................................uirements.
........ ....... ....._....................._ .................... ._
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
CRC Biltmore TM the manufacturer's application instructions when installing
(Calgary (Non-HVHZ), shin les at slopes rater than 21:12. .
Hawkesbury, Kankakee, ..........................................................................................................................................................................................
5 p . 9 ........................
ry, 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
Pattern" or "6 Nail Pattern" detailed below.
........................................ ................... ............. ..._..._........................................ _............................_................._......_................................................ :_................................................. ............................................................................................................................ _...... _................................ _..... _......
w.._.._
Nail Lina Common Bond
Standard Application
Pequir til /Fasteners -_
7/8"
, ___ ---__- ___ Nail #�
Line i
e
e
Figure 7. CambridgeTm and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
.................. ......................... ............................. ....... ........................... ......_............... ............................................................. _......... ....... ...... ----......_.._.._....._......................... ...................... _......................................... .......................... _................................... _................ _.................................. _......
....,
Nail Lina Common Bond
Steep Slope/High Wind Applications
Pequire Pails/Fasteners
-_--_-----_ - -- Nail
ion
Lin
Figure 8. CambridgeT"' and CRC BiltmoreTm
6 Nail Pattern
.......... ..................................... ........................ .................................................. ............................................. _............... ......................... ....................._._..........._........._.............._....... _............................................... ............. _.................... _.............. _.................. .................. ............ .......... ...........................
.
IK019002 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.
IKO INDUSTRIES, LTD
CREEK
F__J TECHNOCAL Sr-_RV2CE9,
Asphalt Shingles
LLC
........................... ......................................... . .....................................
CRC Superglassrm
............................ ........................................................... . ............................................................. .....................................
. ......... . ... . ........ . ................... ..................... . . ................... . ............... ..... ..
. .......... . ............... .
Basic
.......................... Wind Speed_ f [t).-..........Max...194. m h .. . ...................................................... ............... ........... ............... ...................... .......................
(Calgary (Non-HVHZ),
Basic Wind Speed (Vasd): Max.. 1.5.0..mph .... . ......... .......... .. .
... ..... ... . . . .. ................... . . . . . . . ... .................. .
Hawkesbury, & Toronto
Deck (HVHZ): in accordance with FBC requirements;
(Non-HVHZ))
Solidly sheathed min. 19132 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.
. - .......................................................................
MarathonTm Plus AR
............ ....................................... . . .... .... ........ .......................................................................................................................................
Underlayment: In accordance with FBC requirements. .......................... ...........................................
. .................. ......... ..................................................................... I .............................................
(Calgary (Non-HVHZ),
................................. ....... .......... . .............. . ................. . . . .
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro,
the manufacturer's application instructions when installing
Kankakee, Sumas(Non-
es greater than 21:12. .
shingles at slopg
.
HVHZ), Sylacauga &
............... ......................................................................... ............... . . . ... ........................ ................ ......................................................................................................................................................
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto (Non-HVHZ))
115 and manufacturer's published installation instructions. I
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
MarathonTM
requirements and manufacturer's published installation
(Sylacauga)
instructions. Shingles shall be attached using either 'A Nail
.................. ........................................................................................
Pattern" or "6 Nail Pattern" detailed below.
.... . ............................ ---------- - .. ............. . ....... . ................... ...... ............. .................... . ......... . ........................... . ...... ................... ....... ................................................... .......................... ......................................................
Standard Application
Requires 4 Nails/Fasteners
-- ----------- ----- -
Sealant Strip
Figure 9. CRC SuperglaSSTM, Marathon TM Plus AIR and Marathon TM
4 Nail Pattern (non-HVHZ only)
.......................... . ....... . ....... ............... . .. . . . ................ . .....
. .. . . ............................................. . ...... ........... ...................... . .. .. . . ......................... ........................................................... ........................................... ............... ...............................................
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
- - - - - - - - - - - -
Sealant Strip
1p
- - - --------
STM, TM TM
Figure 10. CIRC Superglas Marathon Plus AR and MarathonT"'
.............................. ..........................................I...........
Nail Pattern ........ ............................... ...................I..............I................................ ...... ......................... .............................................
.............. ......................... .....................................................................
IK019002 FL3031 0 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.
GREEK
TECHNICAL SERVICES, LLC
_.... .... ..... ....... .... ...._.......
_..........................._..........,...._.-_-.._._.........._..._........_.. ...
Hip & RidgeTm 12 Basic Wind Sl
(Kankakee & Sylacauga) Basic Wind S;
Deck (HVHZ):
Deck
Min. slope:
Installation:
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph _.._.._..__.. _..._
--....._ .--..__...._....... _.... _....... ......--- ...._....._.__ —_......._......._.......................................................
Max. 150.m ph......._ .............._.._.............._._._.
.___.............. ....... _.... ...-..__._.........._..................._.................
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.
Solidly sheathed in accordance with FBC ...........
.._...... ....
In accordance with FBC requirements.
__.........._................_.....__.._...._..........._...._...._......._..__,................_....... _....................... __........._..... _...........
..........
2:12 and in accordance with FBC requirements.
Installed with 5-5/8 inch exposure in accordance with the
FBG and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
orevailina wind.
Perforation Marks
Nails
�I�91l4$ I
I
ure 11. Hip & Ridge"m 12
i" Taper Gut
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.
ECREEK
TECHNICAL SERVICES, LLC
............ ............. .......... ............................................................... _.._......... ................ ............ . ........................ -......
Armour Starter TM Basic Wind SI
(Sumas)Basic W .....
Deck (HVHZ):
Deck
Min. slope:
Installation
IKO INDUSTRIES, LTD
Asphalt Shingles
._..._..._..._.................
Max. 194 !nP......_......._........_......_.._..._.._........................_. _.
__.........................
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. plywood existing construction.
__........_ .........................._.._.._. .. ...........I.............................
Solidly sheathed in yaccordance with FBC requirements.
Inac . ...........................- - - ...._._ ...._._.. _........ .........
2:12 and in accordance with FBC requirements.
............................... _...........
Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 aa. roofina nails with min. 3/8 -inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13" from Each End
12. Armour Starter*"'
Match Color
to Selected
Armourshake
Shingle
Leading Edge PIUSTM Basic Wind Speed (V It)...__... Max. 194 mph _,.._........................................._...
.............._......_.......................... ..__._.._..............._............._..._......................... _........_......_..._........__._......... ._..... .......... ....
(Hawkesbury) _Basic Wind.._S.p...eed (Vasa)........_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.
..................................................... ___......_.....,......_.....................................
p
Deck (Non-HVHZ): :Solidly sheathed m accordance with FBC requirements
.._._..._ _..
Underlayment In accordance with FBC requirements
......__ . ....--- ......................I..... ............................ _ ................ ..........................................................
Min, slope: 2:12 and in accordance with FBC requirements.
..... _..._..._......_._....._.... ...... ... ...... ............ ..__q . ...... _..
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. V x 12 qa. roofing nails with min. 3/8 -inch head.
A
S rWard . w
r 5 r fr" Pavia rpw
Figure 13. Leading Edge Plus'
IK019002 FL30310 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.
IKO INDUSTRIES, LTD
CREEKAsphalt Shingles
F,--
s
"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.
R.
0,
w
No 74021
r• *
:X
Q•
'. STATE OF .",mak/`
J j0 N A` E
CERTIFICATION OF INDEPENDENCE
2019.08.15
14.22.07
-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 FL30310 Page 11 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.