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Permitting
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FL# Type Manufacturer Validated By Status
FL30310-R1 Revision IK�O�ndusthes Ltd: Steven M.Urich,PE Approved
History Category: Roofing (717)317-8454
Subcategory:Asphalt Shingles
FL30310-R2 Revision IKO Industries Ltd Steven M. Urich,PE Pending FBC Approval
Category: Roofing (717)317-8454
Subcategory:Asphalt Shingles
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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 berg-.
Product Approval Accepts:
PW71 rig; law
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1.
2/18/2021 Florida Building Code Online
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Product Approval Menu > Product or Application Search>Application List>Application Detail
FL # ; CIO 1D-R-1
Application Type Revision
Code Version 2020
Application Status Approved
cli
O. �
w cv O m Comments
> C U
U Z E Archived
Lu =3 m
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Product Manufacturer IIKO Industries-Ltdy
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
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvH°/a2bffZfjpUCSn6k7l pZ96MbxnNUZe3Q76B4ygcSbcE8w%3d%3d 1/3
2/18/2021 Florida Building Code Online
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By_ Steven M. Urich, PE
1 Validation Checklist - Hardcopy Received
Certificate of Independence FL30310 R1 COI IK019002.2 2020 FBC Eval Shingles final.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 Method 1 Option D
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgvH%2bffZfjjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcE8w°/o3d%3d 2/3
2/18/2021 Florida Building Code Online
Date Submitted 10/16/2019
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/16/2020
Summary of Products
FL # Model, Number or Name ' Description
30310.1 �IKQS,h!!2E) 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 IK019002.2 2020 FBC Eval Shingles final.pdf
Approved for use outside HVHZ: Yes Verified By: Zachary R. Priest PE-74021
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See evaluation report for limits of use. FL30310 R1 AE IK019002.2 2020 FBC Eval Shingles final.pdf
Created by Independent Third Party: Yes
Back Next
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 contact850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee. However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvH%2bfFZfjjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcEBw%3d%3d 3/3
- CREEK
Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL. SERVICES, LL.C: (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: IKO INDUSTRIES, LTD Issued October22, 2020
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada RECEIVED
(905)457-2880
www.iko.com MAR 3 0 2022
Manufacturing Plants: Calgary,Alberta
Hawkesbury, Ontario St.Lucie County
Hillsboro,TX Permitting
Kankakee, IL
Sumas,WA
Sylacauga,AL`
Toronto, Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies(QUA9110)
SCOPE
Category: Roofi g
Subcategory: Asphalt Shingles
Code Edition: 'Florida Building Code, 7'0 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
Entitv Report No. Standard Year
FM Approvals(TST1867) 3036971 FM 4475 2010
FM Approvals(TST1867) 3040947 FM 4475 2010
ASTM E 108 2016
FM Approvals(TST1867) 3041689 FM 4475 2010
FM Approvals(TST1867) 3044376 FM 4475 2010
FM Approvals(TST1867) 3045254 FM 4475 2010
FM Approvals(TST1867) 3046191 FM 4475 2010
PRI Construction Materials Technologies(TST5878) IKO-050-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-053-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-067-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-071-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-072-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-076-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-077-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-088-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-095-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-096-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-099-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-100-02-01 TAS 107 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.
I
I
I �
h`' e
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
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
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-171-02-03 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-198-02-02 TAS 100 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
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-201-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-201-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-202-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-202-02-02 TAS 107 2020
ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-202-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-203-02-01 ASTM D 3462 2010A
ASTM E 108 2011
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-203-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-203-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-205-02-01 ASTM D 3462 2010A
ASTM E 108 2016
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-205-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-205-02-07 TAS 100 . 1995
PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 2010A
ASTM E 108 2016
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) IKO-206-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-208-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IK0-217-02-01 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 201 OA
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.
III
IKO INDUSTRIES,LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 476C0020.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476C0033.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0033.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476C0033.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0002 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476T0003 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0004 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0012 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0013 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) 476T0021 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0022 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) 476T0023 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0034 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476T0039 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0040 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0041 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A
ASTM D 3018 1990(R94)E1
PRI Construction Materials Technologies(TST5878) 476T0045 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476T0057 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476T0058 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476T0059 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476T0061 ASTM D 7158 2019ael
PRODUCT DESCRIPTION
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.
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 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 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.
LemGR E E K IKO INDUSTRIES,LTD
('� Asphalt Shingles
TECHNICAL SERVICES, LLC
Cambntlge• L,'- 13-3/4i'x'40-718';ASTM D`3161; Class`F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury, `ar'chitectural 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,
Tjoronto-&-Wilmirfgt-dn)
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 13-1/41, 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 PlusTM 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 RidgeTM 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 ArmourshakeM shingles.
Leading Edge PIusM 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.
IKO19002.2 FL30310-R2 Page 4 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.
~� �� ,,, � IKO INDUSTRIES,LTD
LE K Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
.............................__.......__._.............................,....._.__...............__.......................__..._._._._.._._....._...............................................__._..-__........................_......__............................................-... ._....................__
RoofshakeT"' HW Basic Wind Speed(Vuic:_ i_Max. 194 mph_
I (Sumas) Basic Wind Speed Vasd)__I Max. 150 mph I
Deck(HVHZ): I 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 : _Solider sheathed in accordance with FBC requirements.
Underlayment; In accordance with FBC requirements.
Min.slope: f 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 I
requirements and manufacturer's published installation
j instructions. Shingles shall be attached using "4 Nail
�__.. _-_...............__.__._..._..............._._._.____.___-_..................._._. -Pattern"detailed below.
Nail Line Common Bond
Standard Application I
Requires 4 Nails
7/8"
I
i - - - - - - - - - - - - - - Nail
Line
5-7/8
i
' Figure 1. RoofshakeTm HW
_ 4 Nail Pattern (Non-HVHZ only) _
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.
DEEK IKO INDUSTRIES,LTD
j"� Asphalt Shingles
TECHNICAL SERVICES, LLC
ArmourshakeT'" - --- -
( Basic Wind Speed(V„i�); ; Max. 194 mph _
._...__..._ _.._.._.....................-----.._..............._._— _.....
.
(Sumas) i Basic Wind Speed gd).'1 Max 150 mph —
-...........
j Deck(HVHZ): I In accordance with FBC requirements; I
I Solidly sheathed min. 19/32 in. plywood or wood plank for
ji new construction; Min. . 15/32 in. plywood existing
I..,,..._.,_. ! construction. j
( Deck(Non-HVHZ): Solidly sheathed in accordance with FBC recuirements.
Underlayment___ _—I In accordance with FBC requirements. '
Min. 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_
I Installation(HVHZ): i Installed with 5-7/8 inch exposure in accordance with RAS
1115 and manufacturer's published installation instructions.
j Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): i Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
j instructions. Shingles shall be attached using either"5 Nail j
1 Pattern"or"6 Nail Pattern"detailed below. j
Standard Application
Requires 5 Nails/Fasteners
j Nail Line
I '
I
` I
j Alignment i
r Notches
I .
i
i
Figure 2. ArmourshakeTm
( _ _ 5 Nail Pattern (Non-HVHZ only
3
Nailing-Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
I Nail Line I
/A .
fAlignment Alignment
( Notches~ Notches i
C
i
Figure 3. ArmourshakeTM
6 Nail Pattern
IKO19002.2 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.
CREEK
IKO INDUSTRIES,LTD '
Asphalt Shingles
TECHNICAL SERVICES, LLC
r-._ __........-...._.._ .__..._.__.....__...-----.._.......__-..-..__....._._._.._----- ................
--.._...._-__.._ ........
__....
--------_.__..._.._._
! Royal EstateT'" I Basic Wind Speed Vui�_ ( Max. 194 mph_
(Toronto) I Basic Wind SR Vasa : Max. 150 m h —
P.—L._..�..._...__._... -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-HVH�: ( Solid sheathed in accordance with FBC requirements,
Underlayment_y In accordance with FBC requirements. �— _
Min.slope:. 1-2:12 and in accordance with FBC requirements. Refer to (
( ' the manufacturer's application instructions when installing
1 . ........... _ shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS. 1
115 and manufacturer's published installation instructions.
! Shingles shall be attached using "6 Nail Pattern" detailed '
i below.
i
- .._—._._......_.._..............._._._...— ..__..._...._....—- --.._..._...................................---...--.----................._................----._._. _........._.._— 1
' Installation (Non-HVHZ); Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
j instructions. Shingles shall be attached using either"4 Nail
I Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
i
I
i
Nails
Figure 4. Royal Estate TM
4 Nail Pattern (.non--HVHZ only
_._.............- .........._..._.:__.._._...---.._..----.._....---__-.-_...._..__...._
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners I
i
i
1 lug F 1
!
Nails
i
Figure 5. Royal Estate TM
_— 6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 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.,
C®E E K IKO INDUSTRIES,LTD
I��ii Asphalt Shingles
TECHNICAL SERVICES, LLC
...................._...........-------_...................... _—_.:.._.............__....
Crowne Slate !_Basic Wind_Speed(Vu;c: Max. 194 mph
(Toronto) ; Basic Wind Speed(Vasa)_...(-............
Max. 150 mAh......__................._ _............---.—_i
--- --
Deck(HVHZ): i In accordance with FBC requirements; j
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
__.. .._ construction._._._..........._---------—............................._......_.....
— ------
Deck(Non HVHZ)_ 1 Solidly sheathed in accordance with FBC requirements.
i (_Underlayment_ j In accordance with FBC requirements. i
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. j
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
10" EXPOSURE
i
j Standard Application %
Requires 5 Nails/Fasteners ��
I Nail Line 10
j
I
I •
j
Figure 6. Crown Slate
5 Nail Pattern (Non-HVHZ only
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.
[f�ii®E E K IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
__._..-.._.... — ......._.........._._._.._.__.__..............-- -....-....._........------ -.........._......__....----- ............................. .__.........
DynastyTM. Basic Wind_Speed V ii_ Max�194 mph
(Calgary(Non-HVHZ), i Basic Wind Speeded): Max: 150 mph _ _
_............_..........._._____................__—
I Hawkesbury, Kankakee& I Deck(HVHZ): In accordance with FBC requirements;
Sumas(Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing {
and construction. j
�...........--- —._........._......................------...-....._......_.....—._—__�_._.._ _._...............--- ___..__..............._._.—..—
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
TM —. _
Nordic Underlayment: _ In accordance with_FBC requirements.
Kankakee -- . ..- —._._..._....................._.. _
(Kankakee) Min.slope: 2:12 and in accordance with FBC requirements. Refer to 1
the manufacturer's application instructions when installing i
I and i_shingles at slopes greater than 21.12_.
I Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
CRC Regency0 i115 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 Nail Pattern"detailed below.
1.1/4• ArmourZone
ArmourZone
Standard Application i
Requires 4 Nails/Fasteners
Corn nonl Bond
---------------------------------------------- 4�r
ArmourZone
Figure 7. Dynasty TM and NordiCTM
only
(non-HVHZ
4 Nail Pattern VHZ o _
(..._...__..__ __...... )
�.��. ArmourZone
ArmourZone
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
1. Common)Bond
� i
- -------- -----
---------- ------------ -
- --------- ----- --- -- ---- -
ArmourZone
Figure 8. Dynasty TM 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.
�� IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
..7 C-_ _.._.._........_...._----------...._...._.__.-..._...._._........................
._....-__- _—..._..--------.._..._—..... -_.
...........
I.CambridgeT"" I Basic Wind Speed(Vwc_I Max. 194 mph_
(Calgary(Nan-HVHZ), I Basic Wind Speed(Vasd)_i Max. 150 mph
._... ...----._. .. _._—.__...._................------
Hawkesbury, Hillsboro, Deck(HVHZ): In accordance with FBC requirements; 1
Kankakee, Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga,Toronto(Non- new construction; Min. 15/32 in.
, __.._ plywood wood_._e_.x�i-s—tin_
g
HVHZ &Wilmington) construction.
_............... --......-..._.......... _._................_.... ._....._..........._. _
I
Deck(Non-HVHZ,: __I Solidly sheathed in accordance with FBC requirements. I
and I_Underlayment_ _ I In accordance with FBC requirements__ _ —_
CRC BiltmoreT"' I Min. slope: 2:12 and in accordance with FBC requirements. Refer to I
the manufacturer's application instructions when installing
(Calgary(Non-HVHZ), shin les at slopes reater than 21:12. .
I Hawkesbury, Kankakee, ---.........._..._—..__.�..._.)__�.---.-----9__ _.p. . 9_ -- p —..._.__......_—__-._--
Installation HVHZ : Installed with 5-7/8 in. exposure in accordance with RAS 1
I 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 '
a
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or_`6 Nail Pattern"detailed below. _ I
Nail Line Common Bond
Standard Application \i
Requires 4 Nails/Fasteners j
I
- - - - Nail
- - - - - - - - - - Line
Ll
j 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 i
i
- - - - - - - - - - - - Nail `•..`�
I Llne
5-7/8
i Figure 10. CambridgeTm and CRC BiltmoreTM
I . ..........................._.._.._--..--_._...--.................._......._....................__......-......__.............------._...._._............_.........._._..........._.____�......-........._..— ....—.._..._._..__..... ......................
IKO19002.2 FL30310-R2 Page 10 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 IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES, LLC
_.._—....__._............_.......-_ __--......_......._.__..._ __..._......_.. ._—._._..................._..._ _................._....---_.—.__...................__._— _................_.
CRC SuperglassT'" i Basic Wind Speed V„it: ( Max. 194 mph _
(Calgary(Non-HVHZ), I Basic Wind S eed Vasa Max. 150 mph '
_.__.._.__.P�—) ............". -- — _-- _............__._.._ _.._...._.......... --—'
Hawkesbury, &Toronto Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) i Solidly sheathed min. 19/32 in. plywood or wood plank for
i new construction; Min. 15/32 in. plywood existing
and t construction.
---.............------.._........_.. -------............................._..........-___._."..........................._.._.....------.............
Deck(Non_HV� --� Solidly sheathed in accordance with FBC requirements.
MarathonTm Plus AR
I Underlayment__ In accordance with FBC requirements. _ __i
(Calgary(Non-HVHZ), I Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro, the manufacturer's application instructions when installing
Kankakee, Sumas(Non-
shingles shingles at slopes greater than 21:12. .
HVHZ ,Sylacauga& -_........." -
! Installation(HVHZ): i Installed with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) ; 115 and manufacturer's published installation instructions. i
Shingles shall be attached using "6 Nail Pattern" detailed i
and below.
MarathonTM Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
(Hillsboro&Sylacauga) instructions. Shingles shall be attached using either"4 Nail
__ Pattern"or"6 Nail Pattern"detailed below.
Standard Application
j Requires 4 Nails/Fasteners
i
i
I
i
I
i
Sealant Strip I
I
Figure 11. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM
4 Nail Pattern (non-HVHZ only)
j ----_............._................_._...._._-.._..__.............__......._.. --- - __._._----............................_ .---........-----.—....................-- --......._. ...
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
i
i
i Sealant Strip
Figure 12. CRC SuperglaSSTM, Marathon TM Plus AR and Marathon TM j
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
IKO INDUSTRIES,LTD
1 jy Asphalt Shingles
TECHNICAL SERVICES, LLC
- --................._..__......—____......._.........._..._._.._._. _................._...__.._.._..._.�_-- -.--.-._-.._ _._._._.... --............._
j Hip&RidgeT"' 12 Basic Wind Speed(V„i,t): Max. 194 mph j
(Kankakee&Sylacauga) I Basic Wind Speed Vasd : Max_ 150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19/32 in. plywood or wood plank for new construction;
_ Min. 15/32 in. plywood existing construction_ _______...__.._.......
I Hip&Ridge PIusM j Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements.
............._........._.._� _....._— ......_._....---.--9 .
(Calgary)
_Underlayment_ _ j In accordance with FBC requirements. j
non-HVHZ only)
( ( Y) Min_slope_ _ _ ; 2:12 and in accordance with FBC requirements_ ;
Installation: Installed with 5-5/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
j The direction of the exposed end shall be away from the
�..
I
........._...Prevailing wind..................._....._... ..._......_..._....._...... -.....---.................. _- -.—
--- ..................._........--.._.._.......................---------------..._---....._................_—--._...
Perforation Marks
I
Direction of prevailing wind
here-
F ,�—
i I �
I
I
I
Nails I
I
� t
t 10 Taper Cut
I 6-1/4" t
i
Figure 13. Hip &RidgeTM 12 and
PIusT"" (non-HVHZ onlY_) ............ __...�
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.
INDUSTRIES,LTD
[120 C R E E K IKO Asphalt Shingles
= TECHNICAL SERVICES, LLC
..........................................
it Hip and RidgeTm I Basic Wind Speed(Vult): 1 Max. 194 mpt
Sp
(Sumas) Basic Wind ..(Va.§_q).........._Max..150 mph............... ---h........................................................—...............
Deck_(Non-HVHZ Solidly sheathed,in accordance with FBC requirements_
................... ) ................ ........... ............................
pnclerlayment: .... In accordance with FBC requirements.
.............................. ...
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: I 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
I prevailing wind.
Nags
Direction of prevailing wind
Start
herer-
I 1"Taper Cut
Perforation Marks 11" Optional Taper Cut
Figure 14. Hip and Ridge T11 (non-HVHZ only).................- ........... .................
IK019002.2 FI-30310-132 Page 13 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.
C R INDUSTRIES,LTD
E E K IKO Asphalt Shingles
TECHNICAL SERVICES, LLC
......... ... . ............................................................
Armour StarterTM
Basic Wind Speed
94 mph
............ Max;.............. ............................. ...................................... ....................................
(Sumas) I Basic Wind Speed ps 1 Max. 150 mph
.....................
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
min. 19/32 in. plywood or wood plank for new construction;
1 Min. 15/32 in. plywood existing construction.
I Deck(Non-HVHZ): Solidly****'*'* *'*-s'-h'*-e sheathed in accordance vv!t� Fpq
...............................—.1............................................. _requirements..,-.......................
Underlayment: I In accordance with FBC requirements.
I Min.slop 2:12 and in accordance with FBC requirements.
.. ............slope:....................
Installation: installed in accordance with the FBC and manufacturel's 1,
published installation instructions. Shall be attached with
min. 1"x 12 qa. roofing nails with min.3/8-inch head.
....... ............................
Standard Application Requires 4 Nails/Fasteners
Match Color
STARTER COURSE to Selected
1" and 13" from Each End Armourshake
Shingle
Figure 15.Armour Starter"'
....... ......
Leading Edge PIUSTM Basic Wind Speeq.(YLt)* Max. 194 mph
.............. ............ ................
(Hawkesbury) 1-Basic Wind Speed Mmd): 1 Max. 150_m h
................................................ ..............--_p ...........................................................
Deck(HVHZ): i 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-HVHL4) Solidly sheathed in accordance.with FBC requirements.
.............................. —-------- In accordance
............ .......................--.-............
Unclerlay n accordance with FBC requirements.
Min slope_ 12:12 and in accordance with FBC requirements.Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with I
min. I"x 12 qa. roofing nails with min.3/8-inch head.
...............................-....................... .......... .................... ........................................ .............
Standard Application
Requires 4 Nails/Fasteners,
1"from Each End
3"to 4"from Bottom
Figure 16. Leading Edge PJUSTM
IK019002.2 FI-30310-132 Page 14 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.
IKO INDUSTRIES,LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4)- Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ)as evidenced in the referenced documents
submitted by the named manufacturer.
2020.10.22
,% .p,Y R. p9r.,��,
tiP•�•��cE"S�•�`� 14:10:00
No 74021
� 1 OIm1aYY.Wn.Oh LWry0.PMYt .-,• •••••....
•* : -04'00'
%53'. STATE OF : 4tJ
�0,�•••,�. p •;�441 Zachary R. Priest, P.E.
'•4 O R 1'D.•'GN Florida Registration No.74021
0 NA '--����, 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.
12/6/21,3:59 PM Florida Building Code Online
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FL2847- Revision Loma off' ` Miami-Dade BCCO- Approved
R15 Category: Roofing VAL
History Subcategory: Roofing Accessories that are an Integral Part of the (786)315-2590
Roofing System
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.gopyy11ght 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
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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.
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