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HomeMy WebLinkAboutEVALUATION REPORT - ASPHALT SHINGLESa CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 1 of 15 Page 1 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. Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020) Manufacturer: IKO INDUSTRIES, LTD Issued October 22, 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, 7th 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 ASTM E 108 2010 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 A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 2 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles 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 ASTM D 3161 2020 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 ASTM D 3161 2020 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 ASTM D 3161 2020 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 ASTM D 3161 2020 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 ASTM E 108 ASTM D 3018 2010A 2016 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 ASTM E 108 ASTM D 3018 2010A 2011 1990(R94)E1 PRI Construction Materials Technologies (TST5878) IKO-202-02-02 TAS 107 ASTM D 3161 2020 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 ASTM E 108 ASTM D 3018 2010A 2011 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 ASTM E 108 ASTM D 3018 2010A 2016 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 ASTM E 108 ASTM D 3018 2010A 2016 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 A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 3 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles 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 ASTM D 3018 2010A 1990(R94)E1 PRI Construction Materials Technologies (TST5878) 476T0013 ASTM D 3161 TAS 107 2016 2020 PRI Construction Materials Technologies (TST5878) 476T0021 ASTM D 3462 ASTM D 3018 2010A 1990(R94)E1 PRI Construction Materials Technologies (TST5878) 476T0022 ASTM D 3161 TAS 107 2016 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 ASTM D 3018 2010A 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 ASTM D 3018 2010A 1990(R94)E1 PRI Construction Materials Technologies (TST5878) 476T0043 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0044 ASTM D 3462 ASTM D 3018 2010A 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 PRODUCT DESCRIPTION Roofshake™ HW (Sumas) 13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Armourshake™ (Sumas) 18-1/2” x 37-3/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Royal Estate™ (Toronto) 13-1/4” x 40”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Crowne Slate (Toronto) 13-1/4” x 39-1/2”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Dynasty™ (Calgary, Hawkesbury, Hillsboro, Kankakee & Sumas) 13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only. Nordic™ (Hillsboro & Kankakee) 13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 4 of 15 Page 4 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES, LTD Asphalt Shingles Cambridge™ (Calgary, Hawkesbury, Hillsboro, Kankakee, Sumas, Sylacauga, Toronto & Wilmington) 13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. CRC Biltmore® (Calgary, Hawkesbury, Sumas & Toronto) 13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. CRC Regency® (Calgary & Hawkesbury) 13-3/4” x 40-7/8”, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary shall be used in the non -HVHZ only. CRC Superglass® (Calgary, Hawkesbury & Toronto) 13-1/4” x 39-3/8”, ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Marathon™ Plus AR (Calgary, Hawkesbury, Hillsboro, Kankakee, Sumas, Sylacauga & Toronto) 13-1/4” x 39-3/8”, ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with granules complying with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be used in the non-HVHZ only. Hip & Ridge™ 12 (Kankakee & Sylacauga) 13-1/4” x 36”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and ridge shingle surfaced with granules and perforated every 12-inches complying with ASTM D 3462. Hip & Ridge Plus™ (Calgary) 13-/14: x 39-3/8”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and ridge shingle surfaced with granules and perforated every 13-inches complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge™ (Sumas) 13-1/4” x 39-3/8”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and ridge shingle surfaced with granules and perforated every 10-inches complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Armour Starter™ (Sumas) 13-1/4” x 39-3/8”, ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded with granules complying with ASTM D 3462. For use with Armourshake™ shingles. Leading Edge Plus™ (Hawkesbury) 7-7/8” x 40-7/8”, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt shingle strip surfaced with granules complying with ASTM D 3462. A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 5 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles INSTALLATION Roofshake™ HW (Sumas) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC requirements and manufacturer’s published installation instructions. Shingles shall be attached using “4 Nail Pattern” detailed below. Figure 1. Roofshake™ HW 4 Nail Pattern (Non-HVHZ only) A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 6 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles Armourshake™ (Sumas) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. Installation (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. Figure 2. Armourshake™ 5 Nail Pattern (Non-HVHZ only) Figure 3. Armourshake™ 6 Nail Pattern A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 7 of 15 Page 7 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES, LTD Asphalt Shingles Royal Estate™ (Toronto) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. Installation (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. Figure 4. Royal Estate™ 4 Nail Pattern (non-HVHZ only) Figure 5. Royal Estate™ 6 Nail Pattern A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 8 of 15 Page 8 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES, LTD Asphalt Shingles Crowne Slate (Toronto) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC requirements and manufacturer’s published installation instructions. Shingles shall be attached using “5 Nail Pattern” detailed below. Figure 6. Crown Slate 5 Nail Pattern (Non-HVHZ only) A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 9 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles Dynasty™ (Calgary (Non-HVHZ), Hawkesbury, Kankakee & Sumas (Non-HVHZ)) and Nordic™ (Kankakee) and CRC Regency® Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. . Installation (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. Figure 7. Dynasty™ and Nordic™ 4 Nail Pattern (non-HVHZ only) Figure 8. Dynasty™ and Nordic™ 6 Nail Pattern A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 10 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles Cambridge™ (Calgary (Non-HVHZ), Hawkesbury, Hillsboro, Kankakee, Sumas, Sylacauga, Toronto (Non- HVHZ) & Wilmington) and CRC Biltmore™ (Calgary (Non-HVHZ), Hawkesbury, Kankakee, Sumas (Non-HVHZ) & Toronto (Non-HVHZ)) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. . Installation (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. Figure 9. Cambridge™ and CRC Biltmore™ 4 Nail Pattern (non-HVHZ only) Figure 10. Cambridge™ and CRC Biltmore™ 6 Nail Pattern A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 11 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles CRC Superglass™ (Calgary (Non-HVHZ), Hawkesbury, & Toronto (Non-HVHZ)) and Marathon™ Plus AR (Calgary (Non-HVHZ), Hawkesbury, Hillsboro, Kankakee, Sumas (Non- HVHZ), Sylacauga & Toronto (Non-HVHZ)) and Marathon™ (Hillsboro & Sylacauga) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer’s application instructions when installing shingles at slopes greater than 21:12. . Installation (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. Figure 11. CRC Superglass™, Marathon™ Plus AR and Marathon™ 4 Nail Pattern (non-HVHZ only) Figure 12. CRC Superglass™, Marathon™ Plus AR and Marathon™ 6 Nail Pattern A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 12 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles Hip & Ridge™ 12 (Kankakee & Sylacauga) and Hip & Ridge Plus™ (Calgary) (non-HVHZ only) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: 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 prevailing wind. Figure 13. Hip & Ridge™ 12 and Hip & Ridge Plus™ (non-HVHZ only) A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 13 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles Hip and Ridge™ (Sumas) Basic Wind Speed (Vult): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. 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. Figure 14. Hip and Ridge™ (non-HVHZ only) A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 14 of 15 Page 14 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES, LTD Asphalt Shingles Armour Starter™ (Sumas) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: 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. Figure 15. Armour Starter™ Leading Edge Plus™ (Hawkesbury) Basic Wind Speed (Vult): Max. 194 mph 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): Solidly sheathed in accordance with FBC requirements. Underlayment: 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. Figure 16. Leading Edge Plus™ A CREEK Technical Services, LLC IKO19002.2 FL30310-R2 Page 15 of 15 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. IKO INDUSTRIES, LTD Asphalt Shingles LIMITATIONS 1)Fire Classification is not within the scope of this evaluation. 2)The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3)The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4)Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5)Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 6)Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer’s published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 7)All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. Zachary R. Priest, P.E. 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 distri buting 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 2020.10.22 14:10:00 -04'00'