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p{ Product Approval Menu>Application Detail
IlP r. FL# FL30310-R1
tt 1 rz i4 Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton,NON-US L6W.3H4
(905)457-2880 Ext4581
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
(415)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
i
Certificate of Independence FL30310 RS COI IKO19002.2 2020 FBC-Eval shingles final.odf
1
Referenced Standard and Year(of Standard) Standard Year i
i
ASTM D 3018 1990
ASTM D 3161 2016 S
i
ASTM D 3462 2010. i
ASTM E_108 2016 E
TAS 100 1995
TAS 107 2020 F
k
i
Equlvalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
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 IKO Shingles 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 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.pd
Created by Independent Third Party:Yes
E+ac(k Nix•:
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer..Copvright 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(l),
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 emalls
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:
ErhrcF
Credit Card
Safe
Certificate of Authorization No.29824
is -' CRIEEK17520 Edinburgh Dr
Tampa,FL 33647
"T F—cHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING'CODE,7"EDITION(2020)
Manufacturer: IKO INDUSTRIES,LTD Issued October22,2020
40 Hansen Rd.S
Brampton,ON L6W 31-14
Canada
(906)457-2880
www.iko.com
Manufacturing Plants: Calgary,Alberta
Havrkesbury,Ontario
Hillsboro,TX
Kankakee;IL
Sumas,WA
Sylacauga,,AL
Toronto,Ontario
Wilmington,DE
Quality.Assurance: PRI Construction Materials Technologies(QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code.Edition: Florida Building Code,7"'Edition(2020)including High-Velocity Hurricane Zones(HVHZ)
Cade Sections: 1504.1.1,, 1507.2.6,1507.2.7.1, 1523.5.1, 1523.6.51
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
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) 1KO-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) 1KO-072-02-02 TAS 1.00 1995
PRI Construction MaterialsTechnologies(TST5878) IKO-076-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-077-02-01 TAS 100 1995
P.RI Construction Materials•Technologies(TST5878) IKO-088-02-01 TAS 100 1905
PRI Construction Materials Technologies(TST5878) IRO-095-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 1KO-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-114-02-0.1 TAS 100 1995 i.
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
PR!Construction Materials`Technologies(TST5878) IKO-120-02-01 ASTM D 3462 201OA
i
IKOI9002.2 FL30310-R2 Page 1 of 15 s
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. i
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein. g
I
F
IKO INDUSTRIES,LTD
CREEK 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) IK07153-02-01 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) IKOA98-02-02 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) IK07202-02-01 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 3016 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 10D 1995
PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 2010A
ASTM E 108 2016
ASTM D 3018 1996(R94)E1
PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 316.1 2016
PRI Construction Materials Technologies(TST5878) IKO-206-02-07 TAS 100 1995
PRI Construction Materials Technologies(TST5878) IKO-208-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-217-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) IKO-218-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) 476C0017.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0017.2 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) 476C0017.3 ASTM E 108 2016
PRI Construction Materials Technologies(TST5878) 476C0020.1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016
IK019002.2 FL30310-R2 Page 2 of 15
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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
specificaliy.addressed herein.
IKO INDUSTRIES,LTD
CREEKAsphalt 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
PRI Construction Materials Technologies(TST5878) 476TOD13 ASTM D ASTM D 316 1990(R94)E1
1 3018 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 D3018 1990(R94)E7
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 6161 .2016
PRI Construction MaterialsTechnologies(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.
Armourshake,'m 18A/2"x37-318",ASTM D 3161, Class F self-sealing,fiberglass reinforced, laminated'
(Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate"'" 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.
Dynasty"A 13-314"x 40-1/8",ASTM D 3161, Class F self-sealing,fiberglass reinforced, laminated
(Calgary,HawkesbuM 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
(H'ilisborc&Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D.3462.
IK019002.2 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.
CREEK
IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Cambridg 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)
C - x 40-7/8",ASTM D 3161, Class Fself-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, 34ab 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.
MarathonTA°Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self=sealing, 3-tab asphalt shingle with
(Calgary,Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying
Hillsboro,Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be
Sumas,Sylacauga& used in the non-HVHZ only.
Toronto)
Hip&Ridge"m 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 PlusT" 13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Calgary) and ridge shingle surfaced with granules and perforated every 13-inches complying with
ASTM D 3462.Shingles shall be used in the non-HVHZ only.
Hip and Ridge"m 13-1/4"x 39-3/86,ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumas) and ridgaShingle 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 Armourshake rM Shingles.
Leading Edge PJUSTM 7-7/8" x 40-7/8", ASTM D 31.61, Class F fiberglass reinforced, monolayer asphalt
(Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462.
IKO.19002.2 FL30310-112 Page 4 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of anyy 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.
r
CREEK
IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL'SERVICES,LLC
INSTALLATION
1 RoofshakeTa HW I Basic Wind S eed me:_.. Max. 194.mphh
(Sumas) Basic Wind Speed Vasa: I Max. 150 mph i
Deck(HVHZ): In accordance with FBC requirements;
1 Solidly sheathed,min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. _
Deck Non.HVHZ): I Solidly sheathed in accordance with FBC requirements.
Underla�rment: 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
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
I instructions. Shingles shall be :attached using "4 Nail i
Pattern"detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Nails
7/8�
ti
---- -- --- Nail
Line
5-7/8
Figure 1. RoofshakeTM HW
4 Nail Pattern.(Non-HVHZ only)
i
IK019002.2 FL30310-112 Page 5 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 forwhich 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.
a
i
w CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
Armourshake7A° Basic Wind S eed „it): I Max.194 mph
(Sumas) Basic Wind Speed(Va5a): ( Max.150 mph _
Deck(HVHZ): L In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction. _
Deck (Non—HVHZ): Solidly sheathed in accordance_with FBC requirements.
Undeda ment: 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 atslopes greater than 21:12.
Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
i below.
i Installation (Non-HVHZ): , Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattem"or"6 Nail Pattern"detailed below.
Standard Application
Requires 5 Nails/Fasteners
Nail Line
I Alignment
I 4 Notches
I I
i
I
Figure 2. ArmourshakeTm
5 Nall Pattern(Non-HVHZ_!n
.Nailing—Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
_X i I
Alignment Alignment I
Notches y `- Notches
I
Figure 3. ArmourshakeT"'
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 6 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.
CRIKO INDUSTRIES,LTD
a�a Asphalt Shingles
TECHNICAL SERVICES LLC
Royal Estatem I Basic Wind Speed(V„it: Max.194 mph
(Toronto) , Basic Wind Speed(Vag): Max.150 mph
I Deck(HVHZ): In accordance with FBC requirements•,
I Solidly sheathed min. 19/32 in. plywood.or wood plank for
i new construction; Min. 15/32 in. plywood existing
I construction._
Deck Non-HYHZ- Solidly sheathed in accordance with FBC reduirements.
Undeda merit: In accordance with FBC requirements. l
Min.slope: 2:12 and in accordance with FBC requirements, Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions. 1
`I Shingles shall be attached using "6 Nail Pattern" detailed
1 below. I
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation i
instructions. Shingles shall be attached using either°4 Nail
Pattern"or '6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners I
I
+1
1
------♦------------♦- --i
I
Nails
Figure 4. Royal EstateTm I
4 Nail Pattern(non-HVHZ off)
Steep Slope/High Wind Applications
Requires 614ails/Fasteners
i
Nails
Figure 5. Royal EstateTM
6 Nail Pattern
I
IK019002.2 FL30310-R2 Page 7 of 15 1
This evaluation report is provided for State of Florida product approval under Rule B1G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes'orquality 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
IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,.LLC
Crowne Slate -� Basic Wind Speed „it: Max.194 mph i
1 (Toronto) i Basic Wind Speed V
I 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: Solidl '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
_ I shingles at slopes greater than 21:12.
I Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC.
I requirements, and manufacturer's published installation I
instructions. Shingles shall be attached using "5 Nail
Pattern"detailed below.
Nall Line
10" EXPOSURE
Standard Application .�
i
Requires 5 Nails/Fasteners �
I `
- 10
a Nail Line
I
Figure 6. Crown Slate
5_Nail Pattern:(Non-HVHZ on��
IK019002.2 FL30310-112 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.
NO INDUSTRIES,LTD
'SCREEK
Asphalt Shingles
TECHNICAL SERVICES,LLC
DynastyTm - ( Basic Wind Speed(Vint): ! Max.194 mph _ ]
(Calgary(Non-HVHZ), l Basic Wind Speed,lV.rdd Max.150 mph
Hawkesbury,Kankakee& Deck(HVHZ); In accordance with FBC requirements; --�
Sumas(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction. _
Deck(Non-HVHZ): I Solidlysheathed in accordance with FBC requirements. I
!� Nordic"" Undo eda ment: i In accordance with FBC requirements: __ I
I (Kankakee) Min.slope: 2:12 and in accordance with FBC requirements., Refer to
IIII the manufacturer's application instructions when installing I
and shingles at slopes greaterthan 21:12.. _ _ j
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 "6 Nail Pattern" detailed
below.
I Installation (Non-HVHZ):. Installed with 5-7/8 in. exposure in accordance with FBC
I requirements and manufacturer's published installation i
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
,»a.
7111V AMOUZZoimo
Am7eurZone
Standard Application
l Requires 4 Nails/Fasteners
Common Bond
1z
------- ------------------------------------- 1_1f4u ` .
ArmourZone
r!
i 5-7la"`
Figure 7. Dynastyi1N and Nordic"""
4 Nail Pattern(non-HVHZ only)
ArM
�-uye AtmcurZono
ArmourLone
Steop.Sl,ope.High.-Wind Applications
Requires 6 Nails/Fasteners
Common Bondi
__
ArmourZone
Figure S. Dynasty""'-and NordicTm
6 Nail Pattern
IKO19002.2 FL30310=R2 Page 9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services;.LLC of any product changes or quality assurance.changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation;recommended use,or other product attributes that are not
specifically addressed herein.
i
W CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TF—cHNICAL SE➢ viCEs,LLC
QSylacauga,
Cambridge"^ J Basic Wind Speed ,,,t: t Max.194 mphCalgary(Non-HVHZ), Basic Wind Spee�esd: Max.150 mphHawkesbury,Hillsboro, 1 Deck(HVHZ): In accordance with FBC requirements;Kankakee,Sumas, Solidly sheathed min. 19132 in. plywood or wood plank for
Toronto(Non- new construction; Min. 15/32 in. plywood existing
HVHZ)&Wilmington) _ _ construction.
I Deck Non-HVHZ: TI Solidly sheathed in accordance with FBC requirements.
and Underla ment: I In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
CRC BiltmoreTm the manufacturer's application instructions when installing i
(Calgary(Non-HVHZ), _ shingles at slci es greater than 21:12..
Hawkesbury, Kankakee, Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Sumas(Non-HVHZ)& 115 and manufacturer's published installation instructions.
Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed
below.
i Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
I instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Nail Line Common Bond
Standard Application
Requires 4 Mails/Fasteners L� .
Al
- - - - - - - - - - - - - Nail
Line
I _ '5-7/8
Figure 9. CambridgeT"' and CRC BiltmoreT'"
4 Nail Pattern (non-HVHZ only)
Nail Line Common Bond
Steep Slope/High Wind Applications
► Requires 6 Nails/Fasteners
7/S
- - - = - - - - - -- Nail
Lln e
;A---*'
5-7/8
I _
Figure 10. CambridgeTm and CRC BiltmoreTm
6 Nail Pattern
IKO190022 FL30310-R2 Page 10 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERVICES,LLC
CRC SuperglassTM Basic Wind Speed uii: Max.194 mph
(Calgary(Non-HVHZ), Basic Wind Speed(Vasa_ Max.150 mph _
Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements;
(Non-HVHZ)) Solidly sheathed min. 19/82 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
MarathonTM Plus AR Underla ment:- In accordance with FBC requirements.
(Calgary(Non-HVHZ), Min.slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury,Hillsboro, ( the manufacturer's application instructions when installing
Kankakee,Sumas(Non- shingles at slopes _greater than 21:12..
HVHZ),Sylacauga& Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto(Non-HVHZ)) 115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
and below. _ _
MarathonTM Installation (Non-HVHZ): Installed with 5-7/8 in. exposure,in accordance with FBC
(Hillsboro&Sylacauga) requirements and manufacturer's published -installation
Instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglassTM,Marathon""" Plus AR and MarathonTA°
4 Nail Pattern(non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
----- ------ ---- -
Sealant Strip
Figure 12. CRC SuperglaSSTM,Marathon""' Plus AR and MarathonTTM
6 Nail Pattern
IK019002.2 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. f
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not )
specifically addressed herein. !
1
i
s
i
CREEK IICO INDUSTRIES,LTD
Asphalt Shingles
TF-cHmICAL SERVICES,ILILC
Hip&RidgeTm 12 Basic Wind S eed „i,: Max.194 mph
(Kankakee&Sylacauga) Basic Wind Speed asd: Max.150 mph
Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed
and min. 19/32 in.plywood or wood plank for new construction; l
_ Min.15/32 in.plywood existing construction. f
Hip&Ridge PIusT"' Deck Non-HVHZ_ i Solidl sheathed in accordance with FBC requirements. �+
Cal a — _ ��---
( g ry) Underla ment: In accordance with FBC requirements. i
(non-HVHZ only) 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. '
The direction of the exposed end shall be away from the
L prevailing wind.
Perforation Marks
Direlotion Of preValling Wind
tort
i 140M
t Ai a -NOW 49MOMM
i a
oli o
i
Plans
' S
00
I �
1"TaperCut
64/41P .�
I
Figure 13. Hip&RidgeTm 12 and }
Hip&Ridge PlusT'" non-HVHZ only)
IKO19002.2 17130310-R2 Page 12`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.
DEEK IKo INDUSTRIES,LTD .
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip and RidgeTmm Basic Wind Speed VunL 194 mph
(Sumas) Basic Wind S eed(Va l Max._Max.150 mph
Deck Non-HVHZ:: Solidly sheathed.in accordance with FBC:requirements.
Undeda ment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-5/8 inch exposure, in accordance with the
FBC and manufacturer's published installation-instructions.
The direction of the exposed end'shall be away from the
I _ prevailing wind.
Nalls
Direction ore v�liiing wind
� r
r'
, 1°Taper Cut
5Y ' IB V4"
t
I
Perforation Marks 1
0' Optional Taper Cut
Mill
I I ,
I I
Figure 14. Hip and RidgeTm-(non-HVHZ:only)
IKO19002.2 171-30310-112 Page 13 of 15 i
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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. i
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes,that are not
specifically addressed herein.
r
CREEK IKO INDUSTRIES,LTD
Asphalt Shingles
TECHNICAL SERvicEs,LLC
Armour Starter"m _._ Basic Wind S eed V„ir: I Max.194 mph
(Sumas) Basic Wind.Speed asd): Max.150 mph w'
Deck(HVHZ); In accordance with FBC requirements; Solidly sheathed
min. 19132 in.plywood or wood plank for new construction;
_Min.15/32 inywood existing construction.
Deck Non-HVHZY: I Solidly sheathed in accordance with FBC requirements.
Underla ment: In accordance with FBC requirements.
Min.slope: _! 2:12 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.V x 12 ga.roofing nails with min.3/8-inch head.
Standard Application Requires 4 Nails/Fasteners
i
1 '
Match Color
STARTER COURSE to Selected
1"and 130 from Each End Armourshake
.Shingle
Figure 15.Armour Starteff
j Leading Edge PlusTM' ..._ Basic Wind Speed V„ir: ( Max.194 mph
(Hawkesbury) i Basic Wind Seed MA: 150 mph
Deck(HVHZ): + In accordance with FBC requirements; Solidly sheathed
I i min. 19132 in.plywood or wood plank for new construction;
Min.15/32 in.plywood existing construction. .
I I Deck(Non-HVHZ)- Solidly"sheathed in accordance with FBC requirements.
s Underla ment;_ In accordance_with FBC requirements. j
Min.sloRe.._ �( 2:12 and in accordance with FBC requirements.
Installation: Installed 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 Nalls/Fasteners
1•from Eaehtind
i
8'xo 4"fmm Bottom
_ Figure 16.Leading 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.
CREEK1KOINDUSTRIES,LTD
Asphalt Shingles
TECHNICAL:SERVICES,LLC
LIMITATIONS
1) Fire Classification isnot,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 1320-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code;7t'Edition(2020)including High Velocity'Hurdcane Zones(HVHZ)as evidenced in the referenced documents
submitted by the named manufacturer.
►,,,,R p 2020.10.22
. ���,�
"� 1- 2 1410,00
No 74021
#; :*
-04`00'
%O STATE OF :411
Zachary R.Priest;P.E.
.�N0 Florida Registration No.74021
��i�sSONA;� p�� 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.
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t
END OF REPORT
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IK019002.2 FL30310-R2 Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-5. 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