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FL #
FL30310-Rl
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3H4
(905) 457-2880 Ext 4581
william.liu@iko.com
Authorized Signature William Liu
william.liu@iko.com
Technical Representative William Liu
Address/Phone/Email 40
Hansen Road South
Brampton, FL L6W 3H4
(416) 525-3740
william.liu@iko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL30310 RI COI IKO19002.2 2020 FBC Eval Shingles final.pdf
Standard
Year
ASTM D 3018
1990
ASTM D 3161
2016
ASTM D 3462
2010
ASTM E 108
2016
TAS 100
1995
TAS 107
2020
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
'FL#
30310.1
Model, Number or Name
IKO Shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Method 1 Option D
10/16/2019
10/23/2020
10/28/2020
12/16/2020
Description
ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
starter strip & shingle strip
Installation Instructions
FL30310 Rl II IKO19002.2 2020 FBC Eval Shingles final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL30310 R1 AE IKO19002.2 2020 FBC Eva) Shingles final.pdf
Created by Independent Third Party: Yes
Flack Efl
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:
FeG)retk --^ .
Credit Card
Safe
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905)457-2880
www.iko.com
Manufacturing Plants: Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 7i" EDITION (2020)
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Issued October 22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 71" Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 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
FM Approvals (TST1867)
3041689
ASTM E 108
FM 4475
2016
2010
FM Approvals (TST1867)
3044376
FM 4475
2010
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
3046191
FM 4475
2010
PRI Construction Materials Technologies (TST5878)
IKO-050-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-053-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-067-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-088-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-095-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-096-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-099-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-100-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
IKO-114-02-01
TAS 100
1995
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
IK019002.2 FL30310-R2 Page 1 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entitv
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
IKO-121-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-123-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-125-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-126-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-127-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-128-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-129-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-130-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-131-02-01
TAS 107
2020
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-148-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-153-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-171-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-171-02-02
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
IKO-171-02-03
ASTM D 3161
TAS 100
2016
1995
PRI Construction Materials Technologies (TST5878)
IKO-198-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-198-02-02
TAS 100
2020
PRI Construction Materials Technologies (TST5878)
IKO-198-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-199-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-199-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-199-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-201-02-01
ASTM D 3462
2010A
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
IKO-201-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E1
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
PRI Construction Materials Technologies (TST5878)
IKO-202-02-02
ASTM D 3018
TAS 107
1990(R94)E1
2020
PRI Construction Materials Technologies (TST5878)
IKO-202-02-07
ASTM D 3161
TAS 100
2016
1995
PRI Construction Materials Technologies (TST5878)
IKO-203-02-01
ASTM D 3462
2010A
ASTM E 108
2011
PRI Construction Materials Technologies (TST5878)
IKO-203-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E1
2016
PRI Construction Materials Technologies (TST5878)
IKO-203-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-205-02-01
ASTM D 3462
2010A
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
IKO-205-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E1
2016
PRI Construction Materials Technologies (TST5878)
IKO-205-02-07
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-206-02-01
ASTM D 3462
2010A
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
IKO-206-02-02
ASTM D 3018
ASTM D 3161
1990(R94)E1
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)
476C0017.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0017.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476C0017.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476C0020.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0020.2
ASTM D 3161
2016
IKO19002.2 FL30310-R2 Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Entity
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Report No.
476C0020.3
476C0033.1
476C0033.2
476C0033.3
476T0002
476T0003
476T0004
476T0012
476T0013
476T0021
476T0022
476T0O23
476T0034
476T0O39
476T0O40
476T0041
476T0O42
476T0O43
476T0O44
PRI Construction Materials Technologies (TST5878)
476T0O45
PRI Construction Materials Technologies (TST5878)
476T0046
PRI Construction Materials Technologies (TST5878)
476T0O57
PRI Construction Materials Technologies (TST5878)
476T0058
PRI Construction Materials Technologies (TST5878)
476T0059
PRI Construction Materials Technologies (TST5878)
476T0O61
PRODUCT DESCRIPTION
Standard
ASTM E 108
ASTM D 3462
ASTM D 3161
ASTM E 108
ASTM D 3462
TAS 100
ASTM D 3161
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 107
ASTM E 108
ASTM D 3462
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM D 3018
TAS 100
ASTM D 3462
ASTM D 3018
ASTM D 3161
TAS 100
ASTM D 3462
ASTM E 108
ASTM D 3161
ASTM D 7158
IKO INDUSTRIES, LTD
Asphalt Shingles
Year
2016
2010A
2016
2016
2010A
1995
2016
2010A
1990(R94)E1
2016
2020
2010A
1990(R94)E1
2016
2020
2016
2010A
2010A
1990(R94)E1
2016
1995
2010A
1990(R94)E1
1995
2010A
1990(R94)E1
2016
1995
2010A
2016
2016
2019ael
RoofshakeTm HW
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
ArmourshakeM
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.
Crowne Slate
13-1/4" x 39-1/2", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
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.
Hillsboro, Kankakee &
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
NordiCTM
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro & Kankakee)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
IKO19002.2 FL30310-R2 Page 3 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
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.
Sumas & Toronto)
Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only,
CRC Regency®
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.
Shingles manufactured in Calgary shall be used in the non-HVHZ only.
CRC Superglass®
13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury &
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Toronto)
with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the
non-HVHZ only.
Marathon'rm Plus AR
13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
(Calgary, Hawkesbury,
fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro, Kankakee,
with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas, Sylacauga &
used in the non-HVHZ only.
Toronto)
Hip & Ridge TM 12
13-1/4" x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
(Kankakee & Sylacauga)
ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
Hip & Ridge PIusTM
13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Calgary)
and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Hip and Ridge TM
13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumas)
and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Armour StarterTm
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.
IK019002.2 FL30310-R2 Page 4 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
_..._..... __......... _.... _........... _.......... _._..__...__._.___........ ... _.... ......_.__....... _....... _....... ___..__._.................... ............ ....
...
RoofshakeT"" HW :Basic Wind Speed�Vyit)_ Max_ 194.mph
...._ _ _e.._._.._ _..__..... _ _.... .._ .._........._..._...
{Somas) Baslc Wind Speed {Va..d� ...t 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
i construction.
i... ..... ... _....... _.._............. ._...._................... .... ............. _..... .;._......... _._..._._...__._............._._............................. _......... _............. _.__......... _... _........................ _............. _.......__.._.._............... I ................
..........
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
......__......_.._..........._..._ ._._._ _....__............._.__....._......._....._...._..__..........._...._....... ........._...._.....
Underlayment: In accordance with FBC requirements.
---.__.._.._....................._..._.._....,....._......_.............__...._._._....._...__........._..__......._._._..._q ........_..............._.................................................................._.
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 (Non-HVHZ): I Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
i Pattern" detailed below.
Nail Line f nmmnn Rnnr1 Y ----
Standard Application
Requires 4 Nails
Nail
Line
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ on
S-7/8
IKO19002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LILC
IKO INDUSTRIES, LTD
Asphalt Shingles
. . .......... . . .. - ... . .............. . . .. . ................................................ . . . . . . ..... . . ................................ ................................................. ... . .. ....................................... ......................... ........... - .................. . ........... - .............................. .................... .................................. -- ................................... ............
ArmourshakeTm Basic Wind Speed (Vult): 1 Max. 194 mph
.... Basic ..... - .. . . . ............................ ............ . ........ . ............ -- .......... . ..... . . ................ . . ............ . .. ... .... .... . .......... ... . . .......... . .. ._ . .....
(Sumas) Basic Wind Speed
(Vasa) q).. -. Max 1.50..m h
... . ........ I ........... . .. ... ....... I ..... ........ ... . . I .....
.... ...... ..... ..... p ............... . ...... ........................................................................................... .... ................ .................................... ..................
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.
............... . ................ . ................ ................ . ... . .................. -1.1 ................ -- ..................... . .. . . ....... . ..... . .... - ............. .......... . . I ... . ........ I ............... ..................... ........ . . . .. . ........ I ...........................
Deck (Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
......... .... ...... . .................. . . .. ................................. ......................... . . ................................. ... -- .. . .................... ............................ . . ................. . . ........ . ............
.... . ..... - ... ................ .........
Pnderlayment: In accordance with FBC requirements.
........... ............. . .. - ........... . ..................... ............... . ............ . .. . .............. . ............................ .. . . ............................... .................. ....................... ............ . . ................
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
.
shingles at slopes greater than 21:12
........ ... . . .... . ...... - ........................... ... ... . ............ . ........................... - ........... . . ................ . ... - ............................................ --- .. . ..... . ...... ....... . .......
Installation (HVHZ): Installed with 5-7/8 inch exposure in accordancewi't, h 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 inch exposure in accordance, "with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
................. .. . ..... . ... . .... . . ................ .............................................. ............ . ........................ ............. . .................. . ..... . ............. . . ............... - ...... . . .................. . ...... . .. . .................................... ..................... .......... ............................. . .............................. ............. ..........
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
Notches
Figure 2. Armourshak
eTM
5
....... ... .............. ............. ................... - ....................... ..................................... Nail Pattern (Non-HVHZ only)
................. ....................................................... .......................... ..... ........... . ..... ..................................... .. .... ........................... ...................
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment
Alignment
Notches Notches
Figure 3. ArmourshakeTM
6 Nail Pattern ................. - .......... ....... ... .......... ................. . . .. - ....... . ... ...................... - ...................... . .......................................... ............. .. . .................. - . ........... ................... .................... ................................ . .... .............................. . ......... ........................ ..................... .........................
IK019002.2 FI-30310-R2 Page 6 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
�. ___..._..._.._._._......_................... _.._....... _........... _._...... _.....___...__.........._......._......_......... _--.......................................... -............... ......... _._... _ .._.........__...__ .._._....._._................ _......................__........_..._._......_.._....._.....__._...................
Royal EstateTM Basic Wind Speed ( ult)__ 1 Max_ 194 rn h _ _ _
_......... ................ _.,....._.__....__..... __. ........ —-.......�
(Toronto) Basic Wind
Si dVMax 150 mph
...... .........P..____._....... _...................... _.... _..... __........ _.. __-.__........ _......,
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
._. construction.
...._..........._._...._._._._...._..............._.________.,._._..._......._...................._...__.....___..___._---.....___._....._...._._.____...__.._....... _.._.... ____._.......... _..._....... _.._.._;
Deck (Non-HVHZ): I Solidly sheathed in accordance with FBC requirements.
..._..........__............................_._.............._..._.__ _.� �._............_
_._.... �..._....aym..___....._.__.................__.€_ In accordance with FBC requirements_ _—__ ---------------
Min._.__...__. _
i slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
i._............ __.....__------ _....�.._.__,....................___.__� shingles at slopes greater than 21:12.
_ _..._______...____..__..._..__..._.___.._..._
Installation HVHZ ; Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
...._........_.. ........ __._.... ....__..._._......._._.... _.. -- ......._`
_.. below.
}........... .._............................. _..... ....... ........ _.............. ._...._.__.... ............. ............. ..... ....................... ..........._......... ................<
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
i Pa" „ „
ttern or 6 Nail Pattern detailed below.
Standard Application
Requires 4 Nails/Fasteners
#------------ ta-------f
i Nails
Figure 4. Royal EstateTm
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
1"a► .F
Nails
Figure 5. Royal EstateTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CR1�+� IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
__......._......................................................................_.._..._........,..........__.............................................._.....................
,..__..............._._..........._..._..........._......... .................. ................ _...........
..... .............. ...._.---.... ..........
.............. .................... ___........... ............
Crowne Slate ;Basic Wind Speeq (V„!11 Max. 194 mph _......._ .............................
....................................................-_.._...._..........._...._._..__._._ ._........._......_......_._.....___..................._................_.............
Toronto __....._.._.........
Basic Win...Speed (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
Ueck (Non-HVHZ): Solidly sheathed in accordance with FBC Uderlyment requirements.
n accordance with FBG requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
._.._,.. _...,,._......,....�__..._._� shingles at slopes greater than 21:12.
Installation (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 "5 Nail
Pattern" detailed below.
Nail line -�
Standard Application
Require Nails/Fasteners
I
\100�
-Nail Line —Ilya
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ on
IKO19002.2 FL30310-R2 Page 8 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
D Y IKO INDUSTRIES, LTD
1 � i 1 Asphalt Shingles
TECHNICAL SERVICES, LLC
... _...... _..... _._-...._....................._....................................,....._............ _ ___._.._............... -._.__._......._........... _........__.............---.....------- __....._.._..----........-__._._........._..._......._........_...._......_._...
,
DynastyTM Basic Wind S eed V
_.....__..._._...- - ...._— e._..-._.__(.._sic .= —Max. 194 mph -.... _.........__........ _.._._..__�... __..__......._.__.._.._...
(Calgary (Non-HVHZ), i Basic Wind Speed Max. 150 mph
___. __. �T.____._._-......_.._. _._.-....._._... _..______....._.._____..._..._..._._... ._.._....._............_..�
Hawkesbury, Kankakee & Deck (HVHZ): In accordance with FBC requirements;
Sumas (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
........................... ..... _..._......._.................. ....... _........ ........_._................................._...........
.............. ..... _.......... _................................................ _...... .__............................. ........... _............. ..-............................
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
NordicTMr..._...._..__........._....................................._................ ........... _......
Underlayment -In accordance with FBC requirements.
Kankakee....._.._...---.._._.._..... q _...... ......................_.
(Kankakee) Min, slope: 2:12 and in accordance with FBC re uirements. Refer to
the manufacturer's application instructions when installing
andshin les at slopes greater than 21 12__......__._._____.__._....---...__........._...._._._........_._r... _._........... 9.....: P._._._...9r...._..._.._.........__............ ..._...__.:._._...._......._..............._.........._........._........
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
CRC Regency 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
.......... _..... _.....______.___._.._.... _...............
............................ __.......__..... _.....................
.._..._................_
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance.._...._._..__._...with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
............._._...... -....... _.......... _......_.......... _...... _...... _......... ____.__........_...__.._.....__.__...__._...�__.._ Pattern" or "6 Nai
l Pattern" detailed below.
,-,tV
7.7 ji,• ArmourZone
ArmourZone
Standard Application /Gf
Requires 4 Nails/Fasteners
common' Bond
- ----------- --------- ------------- ---
-------- - ------------------------.r
ArrnourZone
r7
171 r
Figure 7. Dynasty""' and NordiCTM
I
4 Nail Pattern non-HVHZ onl
........_.__.........................._.y_.................. _..........................
.. ..._._................. _... ...... _... ._.... ...... .....
........................__............ ...................
_...<
1-1t4"
t-114° ArmourZone
ArmourZone
Steep loPe/High Wind Applications .`.
Requires 6 Nails/Fasteners
'• Common Bond
z------ - ----------- -----------
Arfr ourZone
Figure 8. Dynasty"' and NordicTm
...._...... .._.......... .._.._.............._6._Nail Pattern__._..._.__..._..._ ........ ............. ... _.......... .-__.________.... _...... __.._..........
__.�__...__ ...
IKO19002.2 FL30310-R2 Page 9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
REIKO
E
INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
._....-._._.__.......... __.._._..........._.___...._.._.............___.__..._......._._......._......._......_...._.._......._....... __..-__.__..
CambridgeT"' Basic Wind Speed (V�t}_Max.
__....._.......__........ _.
___.__.___...._..._.._..._._..�..........._......_..._....__......._..---._._.__..__.___............__...._._........__............._................... _._............,
194 mph
_ ..._.._ _........._........................ _...... _.......... _... ;
(Calgary (Non-HVHZ), 1 Basic Wind Speed (Vey): Max. 150 mph
__. _..
Hawkesbury, Hillsboro, Deck (HVHZ):
_ , ._.___._. ....... _._.__.__.._.....__.........._........................
In accordance with FBC requirements;
Kankakee, Sumas,
Sylacauga, Toronto (Non -
Solidly sheathed min. 19/32 in. plywood or wood plank for
HVHZ) & Wilmington) ............._........................... _......... _. _..........
new construction; Min. 15/32 in. plywood existing
construction.
._.�__...._..
Deck (Non-HVHZ]:
and_
_ ___
I Solidly sheathed in accordance with FBC requiremens.
__.._u...__ ....._.____ __-_.. _ ...._ .. .__..................._....
Underlayment
_.
In accordance with FBC requirements.
......._......_._._-._.....
CRC BiltmoreTM Min. slope:
2:12 and in accordance with FBC re uirements. Refer to
(Calgary (Non-HVHZ),
` the manufacturer's application instructions when installing
p
Hawkesbury, Kankakee, _.-........-....__........ ...... _......._..._shin
Installation (HVHZ):
g . , slopes greater than 21:12. .
les at sloe _....._..._.............................. _ .-.........
i Installed with 5-7/8 in. exposure in accordance with RAS
Sumas (Non-HVHZ) &
s Toronto (Non-HVHZ))
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
.___--- _. _....._....__.....-_....._._....._.._......._.__._........_........_..._......__....__...__
i below.
b ._...__._................
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_ __.._..._ .......... __.._....... _._.._...
............ _.
Nail Line Common Bond
Standard Application
Requires 4 Nails/Fasteners
•
:
-_-_ _____ ____
Nall
Line
5-7/8
Figure 9. CambridgeTm
and CRC BiltmoreTM
4 Nail Pattern (non-HVHZ only)
_ _............ ..................:
Nail Line Common Bond
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
7/8„
- --
Nail,
`•
LineF7
5-7/8
Figure 10. CambridgeTm and CRC BiltmoreTM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 10 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES,
LLC
.......... .__.._.... _.... _............ _...... _........ __....... _............
CRC SuperglassTM'
_._................. ._..._._..._._... __----.._... _............. _...-.............. _.._....... _..-_ _._-_ _. _...... -- _ _.... _ ..... _...... ..... _.............. ---
.Basic Wind Speed (V„i=Max. 194 mph
(Calgary (Non-HVHZ),
_...._.___._.._____._._..._ ........ _....... _.... _.____.__._._..__...._...._._..._..........
Basic Wind Speed (Vasd):Max. 150 mph
Hawkesbury, & Toronto
(Non-HVHZ))
_..-........ _........ __.._._...____.__._._.._.__._...____..........._._.
Deck (HVHZ): In accordance with FBC requirements; '
Solidly sheathed min. 19/32 in. plywood or wood plank for
and.
new construction; Min. 15/32 in. plywood existing
......... ...... ............ ............................ _..........._construction...._...._...._.......
MarathonTm Plus AR
_.._..................................... ......_...................... ......_...................................................... _..._
Deck (Non-HVHZj; _ Solidlysheathed in accordance with FBC requirements.
r __....._..._._..........._._._ ........
(Calgary (Non-HVHZ),
..._.._..
Underlarment In accordance with FBC requirements.
r_.. __. _ ___._.___..______._..._ _
Hawkesbury, Hillsboro,
Min. slope: 2:12 and in accordance with FBC requirements Refer to
the manufacturer's application instructions when installing
Kankakee, Sumas (Non-
shingles t slopes greater t..................... ...... ..... ........_........_........_.... ........
Toronto (Non-HVHZ))
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
and
Shingles shall be attached using "6 Nail Pattern" detailed
i below.
_....__...._..__............. _... _.._.... ..... ........
Marathon TM
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
(Hillsboro & Sylacauga)
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
I
I
j
Sealant Strip
Figure
11. CRC SuperglaSSTM, MarathonTm Plus AR and MarathonTm
4 Nail Pattern (non-HVHZ only)
............... ..-....................... ;
Steep Slope/High Wind Applications
i
Requires 6 Nails/Fasteners
Sealant
Strip
Figure 12. CRC SuperglasSTM, MarathonTM Plus AR and MarathonT""
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 11 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
...._... --.....-.___................. _....... ......__..................................,... _........ ... ...__.._....._..._.....
Hip & RidgeTM 12 i Basic Wind :
..._._..._.... ._........_____.
(Kankakee & Sylacauga) Basic Wind
Deck (HVHZ
and
Hip & Ridge Plus"M
(Calgary)
(non-HVHZ only)
IKO INDUSTRIES, LTD
Asphalt Shingles
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. Dlvwood existina ronstructinn
.................... ..__...... _....... _..._............... -----_....._..................._._......__...._....._................
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
.._.._......_.,_........... ..............._........ .......I.. __..........._._._..._._..... .-__...........
Underlayment: _ _ ^ In accordance with .
.. FBC requirements___.__.._..___.._.._...._
Min. slope 2:12 and in accordance with FBC requirements_ _
Installation: Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Perforation Marks
Nails
Figure 13. Hip & RidgeTm 12 and
Hip & Ridge PIUSTM (non-HVHZ onl
_1_. Gut
IKO19002.2 FL30310-R2 Page 12 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, L.L.0
............_..._n-_...---_.�......._....__..-.._._....._....._....,......_._........_._----__----
HIp and RidgeTM Basic Wind
(Sumas) Basic Wind
Deck (Non-1-
Installation:
aarrw.wr�w�w
Perforation Marks
} i i
} } }
} t {
"M " now a t r11m 4*06 Am row 40M 4000"
} 1 t
4 } }
} I 4
t } }
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph ........ _..... _........ __..._.._.... _ _ ._.._.......__......._._.._._.._.................. ..............
Max. 9 50 mph
Solidly sheathed in accordance with FBC requirements.
In accordance with FBC requirements
_._.._.._...______---- _.......... y...-.._.... _.........__............_.........
2:12 and in accordance with FBC requirements.
_......-_._.._-._..._--_-._.....__........................................_....__.._._.----_-_-.�._........................._........- ..__...
Installed with 5-5/8 inch exposure, in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
................._................_........................__. _.........__.._.__..........-.
Nails
.0
00 do
i I
�I 1"Taper Cut
I S 114 I
V Optional Taper Cut