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FL *
FL30310-Rl
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Publications I Contact Us 1 BCIS Site Map 1 Links ' Search
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3114
(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 31-14
(416) 525-3740
william.liu@iko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M, Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL30310 R1 COI IKO19002 2 2920 FBC Eval Shingles finai.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 3018 1990
ASTM D 3161 2016
ASTM D 3462 2010
ASTM E 108 2016
TAS 100 1995
TAS 107 2020
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of
FL # Model, Number or Name
30310.1 IKO Shingles
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
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL30310 R1 II IKO19002 2 2020 FBC Eva[ Shingles final.p�
Approved for use outside HVHZ: Yes Verified By: Zachary R. Priest PE-74021
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See evaluation report for limits of use. FL30310 R1 AE IK019nn22 2020 FBC Eval !Ig a final.pd
Created by Independent Third Party: Yes
fdext
Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. goop right 2007-2013 State of Florida :; Priv cy 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:
CleC hec.
Credit Card
Safe
CREEK
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 CGnE_ 7T" Fnminm t7n9n►
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Issued October 22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7"' 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
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
IKO-121-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-123-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-125-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
IKO-126-02-01
ASTM D016
TAS 13161
0
1 995
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
PRI Construction Materials Technologies (TST5878)
IKO-129-02-01
ASTM D 3161
ASTM D 3462
2016
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
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
ASTM D 3161
ASTM D 3462
2016
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)
1KO-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)
476CO017.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476C0020.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0020.2
ASTM D 3161
2016
IK019002.2 FL30310-R2 Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
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
476T0023
476T0034
476T0039
476T0040
476T0041
476T0042
476T0043
476T0044
PRI Construction Materials Technologies (TST5878)
476T0045
PRI Construction Materials Technologies (TST5878)
476T0046
PRI Construction Materials Technologies (TST5878)
476T0057
PRI Construction Materials Technologies (TST5878)
476T0058
PRI Construction Materials Technologies (TST5878)
476T0059
PRI Construction Materials Technologies (TST5878)
476T0061
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
2019ae1
RoofshakeTm HW
(Sumas)
13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
ArmourshakeTm
18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal EstateTm
(Toronto)
13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
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.
CREEKIKO INDUSTRIES, LTD
TECHNICAL SERVICES, LLC Asphalt Shingles
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.
MarathonTM Plus AR
(Calgary, Hawkesbury,
13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with
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 & RidgeTM 12
(Kankakee & Sylacauga)
13-1/4" x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and
ridge shingle surfaced with granules and perforated every 12-inches complying with
ASTM D 3462.
Hip & Ridge PIusTM
(Calgary)
13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
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
(Sumas)
13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
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
(Hawkesbury)
7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
shingle strip surfaced with granules complying with ASTM D 3462.
IK019002.2 FL30310-R2 Page 4 of 16
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
IKO INDUSTRIES, LTD
Asphalt Shingles
..............-.....-.............._....._....._....................,......,.................._.............._.................._..............._.._.............._........__.._..............._..........,._............__..........................................._..............................._._..._..._....................._..........._._..__........................._...._..........................................._............
RoofshakeT"' HW Basic Wind Speed (V,,t)_._.....`..-Max.
194 mph
Sumas _............ ........... _.........._._......... ........__...
( ) _Basic Wind Speed (Vas): :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.
........_ .
Deck (Non-HVHZ)_
_.,._....._._............-.__........._....._.....__.............__.._......._..................._..._._._..._....................._...._............................,............................_............._........_..
Solidly sheathed in accordance with FBC re uirements
.
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 than 21:12..........._.._.....................
Installation (Non-HVHZ):
_greater ...... .... _.._........................................
Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
..... ......... .........._..._..:..._Pattern"
detailed...below....._..... ........... _.......... _.... _.................................... _.._.........-..-._...... _........ ...-_......
_........ ......
Nail Line rnmm^n 0-4
Standard Application
Requires 4 Nails
Nail
Line
Figure 1. RoofshakeTm HW
4 Nail Pattern (Non-HVHZ on
5-7/8
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, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
......... _._._......._._....... __....... I ....... _.... ........... .._.._.. _..... ....._.........._._... _.................... ... -........ _._..__._........... _..................--............ ..._............ .__...._...._.... _........ ._...._........ .._._......._._._............. __..... ................................. _...................
..,
ArmourshakeT"' :Basic Wind ..a....
194 mph__..__._.._._.._.._........_...._.__
Sumas ._....
Basic W...... .Peed (Va d) ._._.Max. 150 mph................. .......__.-.......__.
--_.._..__......._............ ................-._.............
............ _.......
...._... _........... _....._....._.._...M.._.............
Deck (HVHZ): In accordance with FBC requirements; '
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
s_. ..................... _..... _........... .._.._...... construction.
.............._..........._..._........_............._._..._..__......__.._......._..._.........._._._................._...._......_............_....._.__..._._....._...._.........._.............._.-...............-....._..................
Deck (Non-HVHZ): ! Solidly sheathed in accordance with FB_C requirements.
.............................._......................................................_....._._
Underlayment: _ In accordance with FBC re -uirements.
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
_._.._._.---..9....._............_.._..._......P._.._.............._.._..._._...._.__..21.92.......................................................
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 Nall 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
................. ___.._.._...._..._..._..... _.... _....... _................. _. Pttern" or _,_._.___. _.. a
._.............._._._.__..__.._._......._._ .___._. _ .__._. _. __. "6 Nail Pattern" detailed below.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
ZP-
Al lg n meat
Li
- LO
Notches
I
Figure 2. ArmourshakeT""
5 Nail Pattern (Non-HVHZ only) _
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
Alignment Alignment
NotchesZ- / ------- ----- Notches
Figure 3. Armourshake-
6 Nail Pattern
iK019002.2 FL30310-R2 Page 6 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKIKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
...... ....... ........ _.... ..-......... _..... ........ _...... ........_...._.._..... ........ ............... .__........ _....... ..._............ --_......... _.... ...... _......._................. ................_..._..........
.......... ..__..... ......... _........ ......___._............ ...__........................... _.............. _.... ...... _................. .__...........................
.
Royal EstateT"' Basic Wind Speed �Vwt).__.,._ _,Max. 194 mph _...
(ToroToronto. _......_.......__......I._....._. ....._..... --- .........._.._................. .................. ........... .... ...._............_............. ........ _....
nto) Basic Wind Speed...--jP ).:........._Max. 150._mPh......_........ _............_......................
__....... _...._.........._..........__................... _... _..._..._.._.............
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. _....._._..._.._.._.... ---- ..__.......... - .._........_............._ ....................•_......._.-....._..._............... _................. _......................... ................._._......_.......................... ................ _....._................ _... ........_
Deck (Non-HVHZ): Solidly, sheathed in accordance with FBC requirements.
...........
........................ ..............._.._....._........._....................__.........._....... ._...._................_...._-............._......_._........-,......................_................
Underlayment__._.._......_...__..._..._._..._ In accordance with FBC requirements. _........................
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
Shingles.._a....t.._.s._..l..o....._e...s9reater than ._2...1..._..1._.2._.....__....._......._.._._.._._...._...._........_...._......._............._..._.._.................__................................. ?
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
Requires 4 Nails/Fasteners
t------�------------♦------�
Nails
Figure 4. Royal Estate"m
_....._4 Nail Pattern (non-HVHZ.onl).........._..._._......_................._..._......_..._......................_.._................_.........
........................... ......... _.........
3
i
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
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.
CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
..................... ........ ...._.._................. _.._.............. .............................. ...__._........._.._.... ... ..._._._...__..._.......... ..... ........ _... I ......... _....
rowne slate € Ba.......mph .. (.) _._............_... ___ p
Toronto_.._.._.___............ . _....... _.. ._ __......_._._......
(Toronto) ;,_,Basic Wind Speed (Vasil,} 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.._..._.....................
Deck (Non-HVH:4 _w Solidly sheathed in accordance with FBC requirements.
Underlayment In accordance with FBC requirements. ... ._...._.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
_...... _.._._._... _._.._._._._.__.......... _........... _:_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.....__ ......... ..__........ _......... _.............. ._............. ..._............ __........ _.,........ _..I .....................
.
Nail Line
10" EXPOSURE
Standard Application
Requires 5 Nails/Fasteners
Line
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ on
IK019002.2 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.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
....................__._........__.._.._......_................ .__-............._.-..-........._._....._.._..... _.........
Dynastyr^" Basic Wind Speedmph,.__...._....._........._......_
_._.._.._.-..
._......_..__....... _._.... -.......... ...... ... _............. _... _........... _..._........ _........ _... _.-.... ..................... _..._....... _... _........... _,...._........ _..... ..... _......_............. .
(Calgary ( )
(Non Basic Wind Speed (Val);
_..__........_ ........_....._........_.........._............................................................._........_............_.._.._...
Max. 150 m...............h
Hawkesbury, Kankakee & ` Deck (HVHZ):
................. .
In accordance with FBC requirements;
Sumas (Nan-HVHZ))
Solidly sheathed min. 19/32 in. plywood or wood plank for
and
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Nor..-HVHZ):
NordicTM...__._
...._..._._................. ................. ._..._......................-...... _....... ............ _.......... .................. ........... _... ..... _...... ........_..................._.... - .......... ..._
Solidly sheathed in accordance with FBC requirements.
....._.. _............
Undertayment
....__.... ..
In accordance with . ............._._..._......... ......................_
Min, slope:
...
2:12 and in accordance with FBC requirements. Refer to
and
the manufacturer's application instructions when installing
..
.... ....... _._..-...____._...._...._.._. _.._.---.._....__.-._.__
.__s hingle s at stapes greater than 21._�?
CRC Regency® 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 " ern6 Nall Pattern" detailed
....._.... .._......... _.....
belowe...........
Installation (Non-HVHZ):
_._._...................._......_.........._........-.._......_.... _..._.._.._....__.....__.... s
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...__ ................ _..-....... _..... .
hl/4"
�.�/q• ArmourZone
ArmourZone """'^7►
Standard Application
Requires 4 Nails/Fasteners
I
F7
Common Bond
...........
.............. ......
--------- ------------- ---
-----------------------------------
-- -----
Ar/m�ourZone
5-7/8"
Figure 7. DynastyTM
and NordicTM
... 4 Nail Pattern
tenon-WVHZ only) _.......... ..........._.................._._........... _...... ............................
ArmourZone
ArmourZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Common
Z/
Bond
-- ---------- - -----------
------------
-------
F7
ArmourZone
5-7/8"
Figure 8. DynastyTM and NordicTM
6 Nail
............. ..................... .......................... ..... ...................................... ................. ..... ......__............................... --..... _....._.......-......._....._
Pattern
..... ._......__............ _.._-... _.._.._._.-..._............ _................... _......... ............. _.........._..__............. _......._...... -........ _.._.............. ... ...... _..... .....-..
I1<O19002.2 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,
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
......... .. . ......... . .......... . . .......... ____ . .......... . . .... . ............. .......... . ................. . ... . .. .. . _ ...... .................... .... . ...... - ........ . ... ........ ........... . . ........... ..................... . . ........
CambridggTM Basic Wind Speed .(Yyq)�. 194 mph.___._._........_ .... . ........ .......... ....... P
..................... .. - ....... . ........ . . ......... . .......... ..... . .................. . ..... . .......
(Calgary (Non-HVHZ), Basic Wind Speed (Vasd): Max. 150 mph
........ . . .. ................ . _Max. . ....... --- - -------- - . . ........ .......... .. .. . ........... . .
Hawkesbury, Hillsboro, .......... . .........
Deck (HVHZ): In accordance With FBC requirements',
Kankakee, Sumas,
Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga, Toronto (Non -
new construction; Min.
HVHZ) & Wilmington) 15/32 in. plywood existing
construction. ... . ....... . . .......... - .... ........ ... . .................
... . ..................... . .................... ........... ......... ................. ................ .......
Deck (Non-HVHZ): 1 Solidly sheathed in accordance with
. . ...... . .... . ......... . . ...... ................... ... . ............... . ...... ............... ..... . ... Solidly_ . ............................ . ... . .............. requirements.
and . ...........
Underlavment...............___.....__......__...,in accordance with FBC requirements.
..... . . ........... ..........
........ . ... . ..... . ..... ........ . ............. ........... ... .... . ...... . ........... . ...................
.......... . . ...... . ......
Min. slope:
2:12 and in accordance with FBC requirements'.— "Refer to
CRC BiltmoreTm
(Calgary (Non-HVHZ), the manufacturer's application instructions when installing
greater
........... .............. . . - .....................................__._._shingle s at slopeseater than 21:12. . -.1.1.............................
. ............... ....................... . ........... . ............ Hawkesbury, Kankakee,
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with - - R. A...-S'..
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
1 instructions. Shingles shall be attached using either "4 Nail
. ............ . ........ . .... Pattern" or "6 Nail Pattern" detailed below._
_.._...._----__.._ . .... . ......... ........ ...... . .................. 1 ................. ............... .................. ......... . .
Nail Line
Common Bond
Standard Application
Requires 4 Nails/Fasteners
7/8"
- - - - - - - - - Nail
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
Une
5-7/8
Figure 10. CambridgeTm and CRC BiltmoreTm
6 Nail Pattern
................................ ...................... .. ........................ . ............. . ......... . ... . ..... .. . ... ....... . ........ . ........ . ........ .. . . ....... . _...._..__._..... .......... . . ... . .................. ......... . . . .......... _ . . .... ....... . ..... . ......
IK019002.2 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
(Calgary (Non-HVHZ),
....... _.... ............_...--.-_.._...._._._.........__... .......... ......._............ ..................... ............... ....... _....... _......._.................... _......................... -.................. _... ..__........__..... W.............,
Basic Wind Speed (V �Ij:.,.Max. 194.mph ._...._._.I.-.._........_.._... ... _ _. __...
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 existin g
_. _..................... construction.
MarathonTMPlus AR
.
. V..........._.._....._._..._............. .
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
....... .......... _...._ ..._.._.
(Calgary (Non-HVHZ),
..._............_............................_............_..,............. _.....
Underlayment: In accordance with FBC requirements,
_. _................ _...._....... .
_._.._....... _. _._ ...........
Hawkesbury, Millsboro,
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Kankakee, Sumas (Non-
the manufacturer's application instructions when installing
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
h g._ _.._ . .._._..... _.._..._ t .....
--.._...._........._.........._.__.._....._._._....__....._.__..__..___..._s m les atslo es greater than 21 12. _._............ _._...._.....................
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
_....._.._............._.........._...................__..._..__.._._........:._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 'A Nail
.__....._._..._......_._........................ _._.__---...._._....._.._.
....... _...._._......__._.._._.......____...._.__...._...._.._.....__...__._..._._._.._Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure
11. CRC SuperglassTM, MarathonTM Plus AR and MarathonTM
......_._...._...._....__..._-- ........ __..._._.............._.........._..._
4 Nail Pattern (non-HVHZ only)
....... ..... .... .........
._..._......... ..... _........._...._.__._._......____._....___.......................
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
----- ------ - -
Sealant Strip
Figure
12. CRC SuperglassTM, MarathonTM Plus AR and MarathonTM
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 Basic Wind
_.......... .... _.............. ... _... -
(Kankakee & Sylacauga) Basic Wind
_.........._._...._--.._...._..........
Deck (HVHZ
and
Hip & Ridge PlusTM
(Calgary)
(non-HVHZ only)
rn1
IKO INDUSTRIES, LTD
Asphalt Shingles
............... ... _..........
Max..1.94._mAh._..._._..._...__._..._..._.................... ...
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. olvwand existinn rnnctrurtinn
......... _._....................... ......_..........._......._.__._......._....._....__.._.._........._...._.._..._..............._..._................._.....
Deck (Non-HVHZ: Solidly sheathed in accordance with FBC requirements.
Underfayment In accordance with FB.
. _._....._ _._....... ....... _._..........._._..........
Min. slope: . requirements........... . ........_..._..._..._..........._....._....._..__......_ ......q ._..__..._ ....... _.......... .................
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
prevailing wind.
Perforra`t`iio-n. Marks
Direction of prevailing wind
Nails
1
Figure 13. Hip & RidgeTm 12 and
p & Ridge Plus rm (non-HVHZ onl
."
_r__ Cut
IK019002.2 FL30310-R2 Page 12 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
__......_.....__..................._...___.....
._..._...__..._..__.__..__Y._..._a---_.-_____. _._.v
Hip and Ridger"' ?Basic Wind
Sumas _ ... _...._.. __.__...
{ ) Basic Wind .
Direction of prevailing wind
Perforation Marks
i # r
i I i
� i #
AID +�wd rl�b +r11�1 eii 48M 40M 100 ,MOM
# # #
# # i
re 14. Hip and
IKO INDUSTRIES, LTD
Asphalt Shingles
Max.
Max.
n accordance with FBC requirements. _._._
2:12 and in accordance with FBC_ requirements.
Installed with inch exposure, in accord _. ance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Nails
oo
I T
t
t t
11" Taper Gut
I 61t4 �
I
1" Optional Taper Cut
# i i
tt Mi n11At � ,�� �Miri
� 1 f
i I {
{ 1 #
I
j*TM 1nnn-14VI47 nnhA
IK019002.2 FL30310-R2 Page 13 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
. ............ ...... -_.___.......
...__....__.._____-._. �......_..._._.._..__.
Armour Starter"m Basic Wind
(Sumas) =Basic Wind
(Hawkesbury)
Plus
IKO INDUSTRIES, LTD
Asphalt Shingles
....._...__.._.........._..._ ._...._._........_._....
Max. 194 _mph..___...._..____-_
Max. 150 mph �_ _
__._M...___._.............._.._--------_..._....._._._.__ ___._.. _...._.._...
In accordance with FBG requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. olvwood existina cnnctnictinn
In accordance with
2:12 and in accordance with FBC requirements,_
tnstalled in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min. 1" x 12 ga. roofing nails with min. 3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
1" and 13° from Each End
Deck
Installation:
Standard Application
Requires 4 Nails/Fasteners
15. Armour StarterTm
Match Color
to Selected
Armourshake
Shingle
In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. olvwood existing construction-
S
olidty sheathed in
In accordance with
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 hears
7" from Each E
16. LeadinK Edge Plus-
IK019002.2 FL30310-R2 Page 14 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7`h Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
t'''""" 2020.10.22
R. p ��,�
No 74021 14.10.00
= 1 : : y � dqM'eWnen N'Ld,eH R. Pneat 7[ A -0 ■4
100'
STATE OF :•<L!:
*0.'. A, p ��� Zachary R. Priest, P.E.
�i,F•'• 0 R jN�.Florida Registration No. 74021
S;�N A� ���Organization No. ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
IK019002.2 FL30310-R2 Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 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.