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HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFING ASPHALT SHINGLES Florida Building Code Online Page 1 of 2 & BCIS Home Log In User Registration Hot Topics ? Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map Links Search b ` r Product Approval USER:Public.User a , Product Approval Menu>Product or Application Search>Aoolicatior,List>A "on Detail - FL# FL30310-R2 Application Type w Code Version 2020 Application Status Pending FBC Approval ` "� c Comments TM_ Archived Product Manufacturer IKO Industries Ltd Address/Phone/Email 40 Hansen Road South RECEIVED Brampton,NON-US L6W 3H4 (905)457-2880 Ext 4581 william.liu@iko.com DEC 07 2021 Authorized Signature William Liu lot,Luple County william.liu@iko.com FE'fmftt$1g Technical Representative William Liu Address/Phone/Email 40 Hansen Road South Brampton,FL L6W 3H4 (416)525-3740 william.liu@iko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the 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 R2 COI IKO19002.3 2020 FBC Eva]Shingles FINAL 1.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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZf p... 12/7/2021 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/03/2021 Date Validated 11/03/2021 Date Pending FBC Approval 11/07/2021 Summary of Products FL# Model,Number or Name Description 30310.1r IKO Shingles ASTM D 3161,Class F asphalt shingles,hip and ridge C° ' sag shingles,starter strip&shingle strip k q t(ln}ts o se Installation Instructions Ap ro' u sg4n HVHZ:Yes FL30310 R2 II IKO19002.3 2020 FBC Eval Shingles FINAL Approved for use outside HVHZ:Yes 1.Ddf Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL30310 R2 AE IKO19002.3 2020 FBC Eval Shingles FINAL 1.Edf 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 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 hem. Product Approval Accepts: _ r° � Ex f ice Credh Card Safe https://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDgvH%2bffZfjp... 12/7/2021 Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,fH EDITION(2020) Manufacturer: IKO INDUSTRIES, LTD issued October22, 2020 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 Quality Assurance: PRI Construction Materials Technologies(QUA9110) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Edition: Florida Building Code,7t"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 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) IK0-117-02-01 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 Enti 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) IKO-217-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-218-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476C0017.1 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 476C0017.2 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476C0017.3 ASTM E 108 2016 PRI Construction Materials Technologies(TST5878) 476C0020.1 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016 IKO19002.2 FL30310-R2 Page 2 of 15 This evaluation report is provided for State of Florida product approval under Rule 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. CD E E K IKO INDUSTRIES,LTD j'i [� Asphalt Shingles TECHNICAL SERVICES, LLC Enti 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 Roofshake*rm 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 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 specifically addressed herein. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC Cambridge TM' 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Hillsboro, Kankakee, Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Sumas,Sylacauga, Toronto&Wilmington) CRC Biltmore® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary,Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Sumas& Toronto) Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. CRC Regency® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary&Hawkesbury) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary shall be used in the non-HVHZ only. CRC Superglass® 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Calgary, Hawkesbury& fiberglass mat coated on both sides with asphalt and surfaced with granules complying Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Marathon"m 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&RidgeTm 12 13-1/4"x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and (Kankakee&Sylacauga) ridge shingle surfaced with granules and perforated every 12-inches complying with ASTM D 3462. Hip&Ridge Plus rm 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 Startern° 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 PlusTm 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 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. CREED IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Roofshake"m HW FBasic Wind Speed Vui, Max. 194 mph (Sumas) Basic Wind Speed Vasa : r Max. 150 m.ph _ Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing _ construction. Deck Non-HVHZ : T Solidly sheathed in accordance with FBC requirements. Underla 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 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 "4 Nail _ Pattern"detailed below. Nail Line Common Bond Standard Application �X, e R quires 4 Nails •; yti Ei - - - - - - - - - Nail Line 5-7/8 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 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 Armourshake'rm Basic Wind Speed V„ic: Max. 194 mph (Sumas) Basic Wind Speed Vasa : Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. _ Deck(Non-HVHZ): SolidIV sheathed in accordance with FBC requirements. Underla ment: 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. _ Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS� 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed _ below. Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. Standard Application Requires5 Nails/Fasteners Nail Line Alignment f Notches Figure 2. Armourshake- 5 Nail Pattern Non-HVHZ only) Nailing-Steep Slopes/High Wind Areas Applications Requires 6 Nails/Fasteners Nail Line — ////\-X Alignment Alignment Notches i ' Notches E4E j Figure 3. Armourshake- 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. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC Royal Es ateT"' Basic Wind Speed(V„1t): 1 Max. 194 mph (Toronto) Basic Wind Speed (Vasa): Max. 150 mph 1 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. Underlays j q _._.r In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-7/8 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 1 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 ------♦------------ ----- - Lill I 11A I Nails Figure 4. Royal EstateTM 4 Nail Pattern (non-HVHZ only) 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 IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC Crowne Slate { Basic Wind Speed(V"it): Max. 194 mph (Toronto) Basic Wind Speed(Vasd_�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): I Solidly sheathed in accordance with FBC requirements. I Underla ment: In accordance with FBC re uirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using "5 Nail Pattern"detailed below. Nail Line 10" EXPOSURE Standard Application %% Requires 5 Nails/Fasteners Nall Line 1011 I 1 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. CREEKIKO INDUSTRIES,LTD (� Asphalt Shingles TECHNICAL SERVICES, LLC ..-_........ _. -- ---I DynastyTm Basic Wind S eed(Vuit): Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed(V,,d): Max. 150 mph f 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 I construction. Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements. j NordicTm Underlayment_ Hn accordance with FBC requirements. (Kankakee) Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing and _ shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS 1 CRC Regency@ 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ):� Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattem"or"6 Nail Pattem"detailed below. 1 1/4• ArmourZone ArmourZone!' Standard Application ` �• Requires 4 Nails/Fasteners '\ Common Bond ---- --------------------------------- ArmourZone \ ` r7 Figure 7. DynastyTm and NordiCTM 4 Nail Pattern (non-HVHZ only) 71/4. 1_1/4. ArmourZone Aurzcne Pp Steep Slope/High Wind Applications \` Requires 6 Nails/Fasteners ` Common Bond ArmourZone E Figure 8. DynastyTm 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 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 CambridgeTTM Fi asic Wind Speed V„it: j Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed Vasa : r Max. 150 mph Hawkesbury, Hillsboro, Deck(HVHZ): In accordance with FBC requirements; Kankakee,Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for Sylacauga,Toronto(Non- new construction; Min. 15/32 in. plywood existing HVHZ)&Wilmington) construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. and . nderlayment: I In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to CRC BiltmoreTTM the manufacturer's application instructions when installing (Calgary(Non-HVHZ), _ shingles at slopes 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. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. Nail Line Common Bond Standard Application \Y Requires 4 Nails/Fasteners 1. //811 - Nail- - - - - - - - - - - - - Line ,•• L] 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 - - - - - - - - - - - - Nail ,'•.,� Line 5-7/8 { Figure 10. CambridgeTm and CRC BiltmoreTM 6 Nail Pattern IKO19002.2 FL30310-R2 Page 10 of 15 This evaluation report is provided for State of Florida product approval under Rule 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 SuperglassTm ( Basic Wind Speed(V„it): Max. 194 mph (Calgary(Non-HVHZ), I Basic Wind Speed(Vasd): Max. 150 mph Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements; (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing and construction. Deck(Non-HVHZ): _ Solidly sheathed in accordance with FBC requirements. 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. . I 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 T Nail Pattern" detailed and below. _ Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC MarathonTm requirements and manufacturer's published installation (Hillsboro&Sylacauga) instructions. Shingles shall be attached using either"4 Nail Pattern"or T Nail Pattern"detailed below. Standard Application _ I Requires 4 Nails/Fasteners E\ L. 0 - J Sealant Strip Figure 11. CRC SuperglassTM, Marathon rm Plus AR and Marathon TM 4 Nail Pattern (non-HVHZ only) Steep Slope/High Wind Applications Requires 6 Nails/Fasteners Sealant Strip 0 E] Figure 12. CRC SuperglassTm, Marathon TM Plus AR and Marathon TM 6 Nail Pattern IKO19002.2 FL30310-112 Page 11 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 Hip&Ridge'rm 12 [ Basic Wind Speed(V„it): I Max. 194 mph (Kankakee&Sylacauga) Basic Wind Speed (Vasa): 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. Hip&Ridge Plus"m Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. (Calgary) Underlayment: In accordance with FBC requirements. (non-HVHZ only) Min.slope:__-r-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 prevailing wind. _ Perforation Marks Direction of prevailing wind I I 9 I I 1t I I I I ,r Nails 1 1 t 5 1 _ �e 1 1 r \ ♦ '0 00 1 1 1°Taper Cut 1 6-1/47 t Figure 13. Hip & Ridge TM 12 and Hip_&Ride Plus... (non-HVH..._o )�_ _ IKO19002.2 FL30310-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. i CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL.SERVICES, LLC Hip and Ridge'rm I Basic Wind Speed(V„it): Max. 194 mph (Sumas) Basic Wind Speed(Vasd): Max. 150 mph I Deck -HVHZ): Solidly sheathed in accordance with FBC requirements. f Underlayment_ �_In accordance with FBC requirements. _) ( Min.slope: 1 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 prevailing Nails I � tart Direction of prevailing wind � ; I firer-- 1 ' 00 J r \ I � , E MFFn]] 1°Taper Cut III 6-1/4° L � Perforation Marks 1" Optional Taper Cut + I I I I I -EW + I 1 I I I + I I I I 1 ' ' ' dofti + I I I I I ( + I I I I I + I I I I 1 + I I I I I Figure 14. Hip and Rid eTM (non-HVHZ only) ' IK019002.2 FL30310-R2 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. CREEKIKO INDUSTRIES,LTD [� Asphalt Shingles TECHNICAL SERVICES, LLC Armour StarterTM' Basic Wind Speed(Vint): Max. 194 mph j (Sumas) Basic Wind Speed (Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. j Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements. j j Underlayment: In accordance with FBC requirements. j ( 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 min. 1"x 12 ga.roofing nails with min. 3/8-inch head. Standard Application Requires 4 Nails/Fasteners j Match Color j STARTER COURSE to Selected T' and 13" from Each End Armourshake Shingle Figure 15.Armour Starter'"" Leading Edge o Us (Basic Wind: eed Vuit: I Max. 194 mph (Hawkesbury) Basic Wind Speed(Vasd): 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. j Deck(Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements. j ._Underlayment: In accordance-with FBC requirements. j 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 _min. 1°x 12 ga. roofing nails with min.3/8-inch head. Standard Application Requires Nalls/Fasteners 1'from Each End • 3-to 4"from Botto 1 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 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 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, 7t' Edition (2020) including High-Velocity Hurricane Zones (HVHZ)as evidenced in the referenced documents submitted by the named manufacturer. ♦,♦, R P--,i 2020.10.22 • / o ♦. Q' ,.• �CENS •.FS oo w...., F . 14:10:00 No 74021 _ 1•� •� • W���V.�.MLtluryR Rk.l -04'00' .13'. STATE OF t 441 ��,�•••A, Q, ; Zachary R. Priest, P.E. 00o F '• O R l 11.•'• N ♦` Florida Registration No.74021 ,♦ 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.