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HomeMy WebLinkAboutProduct Approval Roofing Asphalt ShinglesY BCIS Home I Log In User Registratlon I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us l SCIS Site Map' I Unks Search Florida d �i .: 'Product Approval `USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detall FL * FL30310-112 Application Type Revision Code Version 2020 Application Status Approved Comments Archived 0) 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 willlam.11u@iko.com Technical Representative William Liu Address/Phone/Email 40 Hansen Road South Brampton, FL L6W 31­14 (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 E 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 SO Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL30310 R2 COI IKO19002.3 2020 FBC Eval Shingles FINAL 2.pdf Standard Year ASTM D 3018 1990 ASTM D 3161 2016 ASTM D 3462 2010 ASTM E 108 2016 TAS 100 1995 TAS 107 2020 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/03/2021 Date Validated 12/21/2021 Date Pending FBC Approval 01/03/2022 Date Approved 02/08/2022 Summary of Products r 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 R2 II IK019002.3 2020 FBC Eval Shingles FINAL 2.p2d Approved for use outside HVHZ: Yes 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 2 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. Cop} fight 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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. 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Product Approval Accepts: RE M �o o SeC1tI'lt'Y1%I L• TJUCS' CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing Plants: Quality Assurance: SCOPE IKO INDUSTRIES, LTD 40 Hansen Rd S Brampton, ON 1_6W 3H4 Canada (905)457-2880 www.iko.com Brampton, Ontario Calgary, Alberta Hawkesbury, Ontario Hillsboro, TX Kankakee, IL Sumas, WA Sylacauga, AL Toronto, Ontario Registry No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, r EDITION (2020) PRI Construction Materials Technologies (QUA9110) Issued December 21, 2021 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) IKO-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) IKO-120-02-01 ASTM D 3462 2010A IKO19002.2 FL30310-R2 Page 1 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes�throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES, LTD Asphaltsphalt 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-198-02-63 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 IK019002.2 FL30310-R2 Page 2 of 16 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. 3�0CREEK IKO INDUSTRIES, LTD Asphalt Shingles 60 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 2019ae1 PRI Construction Materials Technologies (TST5878) 476T0107 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0111 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0112 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) 476T0114 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0115 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies (TST5878) 476T0116 ASTM D 7158 2019ae1 PRI Construction Materials Technologies (TST5878) 476T0117 ASTM E 108 2016 PRI Construction Materials Technologies (TST5878) 476T0118 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0121 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0122 ASTM E 108 2016 PRI Construction Materials Technologies (TST5878) 476T0123 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) 476T0126 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0132 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0134 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) 476T0136 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0138 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0140 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0141 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0142 TAS 100 1995 IKO19002.2 FL30310-R2 Page 3 of 16 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 RE E K IKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION RoofshakeTm HW 13-314" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary) 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 39-112", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Dynasty'rm 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 & Sylacauga) NordicTTM 13-314" 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. Shingles manufactured in Hillsboro shall be used in the non-HVHZ only. CambridgeTm 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Brampton, Calgary, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Hawkesbury, Hillsboro, Shingles manufactured in Brampton, Calgary and Toronto shall be used in the non - Kankakee, Sumas, HVHZ only. Sylacauga & Toronto) CRC Biltmore® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Brampton, Calgary, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Hawkesbury, Kankakee, Shingles manufactured in Brampton, Calgary and Toronto shall be used in the non- Sumas & Toronto) 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. MarathonTTM Plus AR 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 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 (Calgary, Kankakee & ridge shingle surfaced with granules and perforated 'every, 12-inches complying with Sylacauga) 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. IK019002.2 FL30310-R2 Page 4 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C D E E K IKO INDUSTRIES, LTD Asphalt Shingles A j't s TECHNICAL SERVICES, LLC Hip and Ridge"m 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 (Calgary) with granules complying with ASTM D 3462. For use with Armourshake"m shingles. Leading Edge Plus"m 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt (Calgary & Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary shall be used in the non-HVHZ only. IKO19002.2 FL30310-R2 Page 5 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IiM TECHNICAL SERVICES, LLC INSTALLATION IKO INDUSTRIES, LTD Asphalt Shingles (Calgary) 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. 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 shinales at slopes areater 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 St.jgdara; App(i:cat ion 'Rea a'ires4`Naiis Nail,Line 'Comi non Bond Figure 1. RoofshakeTm HW 4 Nail Pattern (Non-HVHZ on 5-7/8 IKO19002.2 FL30310-R2 Page 6 of 16 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ` CREEK TECHNICAL SERVICES, LLC (Sumas) Nail I Align Not( Basic Wind Speed (Vint): I Max. 194 IKO INDUSTRIES, LTD Asphalt Shingles 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. 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 (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 Requires 5 Nails/Fasteners Nail iffid Alignrrient f Notches Figure 2. ArmourshakeTA° 5 Nail Pattern (Non-HVHZ on Nailing.- Steep Slopes/High'Wind Areas Applications Requires 6 Nails/Fasteners Figure 3. Armourshake- 6 Nail Pattern Alignment r Notches IKO19002.2 FL30310-R2 Page 7 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 17� ACREEK TECHNICAL SERVICES, LLC Royal Estate"'" (Toronto) IKO INDUSTRIES, LTD Asphalt Shingles 194 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): Solidlv sheathed 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 requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. V,-.* St andard:A`pplication Requires 4 Nails/Fasteiidrs Nails Figure 4. Royal Estate""" 4 Nail Pattern (non-HVHZ on Steep-Slope/High Wind Applicafions Requires.6 Nails/Fasteners Figure 5. Royal Estate"'" 6 Nail Pattern IKO19002.2 FL30310-R2 Page 8 of 16 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Crowne Slate Basic Wind (Toronto) I Basic Wind Deck (HVHZ): Min. slope: Installation (HVHZ): Installation (Non-HVHZ): :Standard "Application `Req:u-fires S;Nails/Fasteners' ISM 111111111ii-0-11 MEN011 IKO INDUSTRIES, LTD Asphalt Shingles In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing Solidly sheathed in accordance with FBC requirements. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "8 Nail Pattern" detailed below. 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" or "8 Nail Pattern" detailed below. Jail Line 'Nail. Line'. 10"'•EXPOSURE Figure 6. Crowne Slate 5 Nail Pattern (Non-HVHZ c .Steep 'Slope/High Wind Applications Nail Line Regt4i'res'8 Nails Jail Line Figure 7. Crowne Slate 8 Nail Pattern •10" EXP(OSUPE- 110 IKO19002.2 FL30310-R2 Page 9 of 16 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. 14-2 CREEK 1,10111110 TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles Dynasty'"' Basic Wind Speed V„n : Max. 194 mph Basic Wind Speed (Vasa): Max. 150 mph (Calgary (Non-HVHZ), Deck (HVHZ): In accordance with FBC requirements; Hawkesbury, Kankakee, Sumas (Non-HVHZ) & Solidly sheathed min. 19/32 in. plywood or wood plank for Sylacauga) new construction; Min. 15/32 in. plywood existing construction. and Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underla ment: In accordance with FBC requirements. NordicThl (Hillsboro (Non-HVHZ) & Kankakee) 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. and CRC Re enc a 9 yC (Calgary (Non-HVHZ) & Hawkesbury) 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.v1L• Standard ;Application Reg'u [ res-4 :N a i Is/Fa ste rters Figure 8. Dynasty""" and Nordic""' 4 Nail Pattern (non-HVHZ only) '9te.ep Slope/High Wind Applications Requires 6 Nails/Rigteihers' j4n Figure 9. Dynasty"'" and NordicTm 6 Nail Pattern 1.1/4' ArmodrZone IKO19002.2 FL30310-R2 Page 10 of 16 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles Cambridge"m Basic Wind Speed (V„ h : Max. 194 mph Basic Wind Speed MA: Max. 150 mph (Brampton (Non-HVHZ), Calgary (Non-HVHZ), Deck (HVHZ): In accordance with FBC requirements; Hawkesbury, Hillsboro, Solidly sheathed min. 19/32 in. plywood or wood plank for Kankakee, Sumas, Sylacauga & Toronto new construction; Min. 15/32 in. plywood existing construction. (Non-HVHZ)) Deck Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underla ment: In accordance with FBC requirements. and Min. slope: 2:12 and in accordance with FBC requirements. Refer to CRC Biltmore'rm (Brampton (Non-HVHZ), Calgary (Non-HVHZ), Hawkesbury, Kankakee, Sumas (Non-HVHZ) & Toronto (Non-HVHZ)) 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 requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail 'State, tV i Appli:cat: on. Requires 4 Mails%Fasteners 5-7/.8 Figure 10. CambridgeTm and CRC Biltmore"m 4 Nail Pattern (non-HVHZ only) Nail 1-Ine Common Bond, Steep: SlopelHighWind:Ap�l.icetio;r�s. Regu:ires,6 NaiIS/Faserters • '7 81` N - - . IOU 1 rys• ,�. Ll,n e ., 5:-7 8 Figure 11. CambridgeTm and CRC BiltmoreTM 6 Nail Pattern IKO19002.2 FL30310-R2 Page 11 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed hereln. CREEK TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles CRC SuperglassTm Basic Wind Speed V„n : Max. 194 mph Basic Wind Speed Wass): Max. 150 mph (Calgary (Non-HVHZ), Deck (HVHZ): In accordance with FBC requirements; Hawkesbury, & Toronto (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), Hawkesbury, Hillsboro, Kankakee, Sumas (Non- HVHZ), Sylacauga & Toronto (Non-HVHZ)) 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 requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Standard Application ,Reciuir'es4 Nails/Fasteners Sealant Strip Figure 12. CRC SuperglassTm and MarathonTM Plus AR 4 Nail Pattern (non-HVHZ only) Steep'Slope/High Wind Applications 4equires6 Nails/Fastene'rs ' . Sealant Figure 13. CRC Superglass"m and Marathon TM Plus AR 6 Nail Pattern IK019002.2 FL30310-R2 Page 12 of 16 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 IM TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles Hip & Ridge TM 12 Basic Wind Speed V„ n : Max. 194 mph Basic Wind Speed Weld): Max. 150 mph (Calgary, Kankakee & Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed Sylacauga) min. 19/32 in. plywood or wood plank for new construction; and Min. 15/32 in. I ood existing construction. Deck Non-HVHZ : Solidly sheathed in accordance with FBC requirements. Hip & Ridge PlusT'" Underla ment: In accordance with FBC requirements. (Calgary (Non-HVHZ)) 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 Drevailina wind. [ irectban cif prevailing ond`. tart,�--- Nalls Perforation' Marks Figure 14. Hip & RidgeTfl° 12 and ip & Ridge PlusTm (non-HVHZ onl IK019002.2 FL30310-R2 Page 13 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Hip and Ridgei'l Basic Wind Speed j Max. (Sumas) Basic Wind Speed (V,, Max. rry Min Mrectian of preveiliiig wind Ar . ,---- Perforatian, 'Marics IKO INDUSTRIES, LTD Asphalt Shingles in accordance with F 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. Nall§ t � ti 1 �1 1".Taper Cut P.Optional Taper Cut; 1 j j I j j 1 I I l I ,I I I 41 15• Hip and Ridge"m IK019002.2 FL30310-R2 Page 14 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles Armour StarterTm Basic Wind Speed V„ n : Max. 194 mph (Calgary) Basic Wind Speed Wags): Max. 150 m h 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. 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 aa. roofing nails with min. 3/8-inch head. Standard'Application :Requires 4 Na'ils%Fasteners: T sand 13" fi6 n `Each. End re 16. Armour Startee"O Match'Color 'to Selected Arrrtourshake Shingle' Leading Edge PlusTm Basic Wind Speed V„ it : Max. 194 mph (Calgary (Non-HVHZ) & Basic Wind Speed Vasa : Max. 150 mph Hawkesbury) 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. 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 min. 1" x 12 ga. roofing nails with min. 3/8-inch head. Standard Application Requfres 4 Nails/Fasteners 1• from Each End 3'to 4" from 86tt6m ` Figure 17. Leading Edge Plus'"" IK019002.2 FL30310-R2 Page 15 of 16 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS IKO INDUSTRIES, LTD Asphalt Shingles 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. 00 ti,.• No "74021 �. X ?3 *- STATE OF �U✓ 2021.12.21 10:23:31 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 �ItI111111j% 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 I Page-16 of 16 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein.