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HomeMy WebLinkAboutShingle Product Approval Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL33647 TECHNICAL SERVICES, LrLC (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 31-14 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,7'h 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(TST1887) 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(T8T5878) IKO-071-02-01 ASTM D 3462 2016A 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(T8T5878) IKO-099-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-100-02-01 TAS 107 2020 PRI Construction Materials Technologies(TST5878) I KO-1 14-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-115-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) I KO-1 17-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A I1<019002.2 FL30310-R2 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. ���� IKO INDUSTRIES,LTD JCAsphalt 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 ASTWD116f 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) I KO-1 98-02-01 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-M 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) I1<0-203-02-02 ASTM D 3161 2016 PRI Construction.Materials Technologies(TST5878) 1KO-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 CJ 9018 1990(04)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(T8T5878) 476C0017.2 ASTM-0 3181 '2016 PRI Construction Materials Technologies(TST5878) 476C0017.3 ASTM E 108 2016 PRI Construction Materials Technologies(TST5878) 476C0020.1 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 476C0020.2 ASTM D 3161 2016 IK019002.2 FL30310-R2 Page 2 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C®E E K IKO INDUSTRIES,LTD jj''�t Asphalt Shingles ' TECHNICAL SERVICES,LLC Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) 476C0020.3 ASTM E 108 2016 PRf Construction Materials Technologies(TST5878) 476C0033.1 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 476C0033.2 ASTM D 3161 2016 PR)Construction Materials Technologies(TST5878) 476,C0033.3. 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(T8T5878) 4-76T0021 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 199Q(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 Techhologies(TST5878) 476T0046 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0057 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 476T0058 ASTM E 108 2016 PRI Construction Materials Technologies(TST5878) 476T0059 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0061 ASTM D 7158 2019ael PRODUCT DESCRIPTION RoofshakeTm HW 13-3/4"x 40-7/8°, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. ArmourshakeTm 18-1/2"x 37-3/8°, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Royal Estate TM 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 lip I architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. LHillsboro, 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated esbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. akee& Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only. 13-3/4°x 40-7/80, ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Hillsboro&Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. IK019002.2 FL30310-R2 Page 3 of 15 This evaluation report is.provided for State.of Florida product approval under Rule 6.1G20-3. 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""' 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. MarathonTm plus Ail 13-1/4° x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying Hillsboro,Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be Sumas,Sylacauga& used in the non-HVHZ only. Toronto) Hip&Ridge Tr" 12 13-1/4"x 36°, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and (Kankakee&Sylacauga) ridge shingle surfaced with granules and perforated every 12-inches complying with ASTM D 3462. Hip&Ridge PlusTm 13414: x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip (Calgary) and ridge shingle surfaced with granules and perforated every 13-inches complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and RidgeTM 13-114" 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 39-318°, ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded (Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles. Leading Edge PlusTm 7418° x 40J/8°, ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt (Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. 11<019002.2 FL30310-R2 Page 4 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. DEEK IKO INDUSTRIES,LTD j-t Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Roofshake"m HW Basic Wind S eed uEc: Max. 194 mph ——� (Sumas) Basic Wind Speed(Vey): Max. 150 mph i Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for I new construction; Min. 15/32 in. plywood existing construction. Deck Non-HVHZ : Solidly sheathed in accordance with FBC re uirements. 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. i Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using "4 Nail I Pattern"detailed below. Nail Line Common Bond i Standard Application Requires 4 Nails 7/8' - - - - - - - Nail I Line ; 5-7/8 Figure 1. RoofshakeTm HW 4 Nail Pattern Non-HVHZ only) i I1<O19002.2 FL3031aR2 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. JCREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL.SERVICES,LLC ArmourshakeTm Basic Wind Speed ,it: Max. 194 mph _ (Sumas) Basic Wind S eed era : Max. 150 m h _ Deck(HVHZ): In accordance with FBC requirements; Solidiy sheaffied miri: 19/32 iti. plywood or•wood plaihk for new construction; Min. 15/32 in. plywood existing III construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Undeda ment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application.instructions'when installing _ shingles of slopes greater thaw2l Al. _ Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed i below. i { Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC ( requirements and manufacturer's published installation ! 1 q instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. Standard Application Requires 5 Nails/Fasteners Nail Line AlignmenZ I t Notches �i I Figure 2. Armourshake- 5 Nail Pattern (Non-HVHZ only) Nailing-Steep Slopes/High Wind Areas Applications Requires 6 Nails/Fasteners Nail Line Alignment ZY1 Alignment Notches~ ~ Notches Figure 3. Armourshake- 6 Nail Pattern kblbd02.2 FLJ0310-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. CREEKIKO INDUSTRIES,LTD (� Asphalt Shingles TECHNICAL SERVICES,LLC Royal Estate TM Basic Wind Speed ,a: Max. 194 mph_ (Toronto) Basic Wind Speed a,d : 1 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 I ' construction. Deck(Non-HVHZ): ! Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min.slope: i 2:12 and in accordance with FBC requirements. Refer to I the manufacturer's application instructions when installing shingles at slopes greater than 21:12. I 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 Requires 4 Nails/Fasteners r - -----+------------r------- V �- Nails Figure 4. Royal Estate TM 4 Nail Pattern (non-HVHZ only) I Steep Slope/High Wind Applications 4 Requires 6 Nails/Fasteners I I i Nails Figure 5. Royal EstateTm 6 Nail Pattern i tKQ 19002.2Ld16-R2 Page 7 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CFREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES,LLC Crowne Slate Basic Wind Speed "n : Max. 194 mph i (Toronto) Basic Wind Speed a,d : Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; } Solidly sheathed min. 19/32 in. plywood or wood plank for I new. construction; Min. 15/32 in. plywood existing l construction. Deck Non-HVHZ: i Solidly sheathed in accordance with FBC requirements. Undeda ment: I In accordance with FBC requirements. Min.slope: ! 2:12 and in accordance with FBC requirements. Refer to } the manufacturer's application instructions when installing } shingles at slopes greater than 21:12. Installation (Non-HVHZ): I Installed with 5-7/8 inch exposure, in accordance with FBC { requirements and manufacturer's published installation i instructions. Shingles shall be attached using "5 Nail } I Pattern"detailed below. Nail Line j 10" EXPOSURE i Standard Application % Requires 5 Nails/Fasteners } Nail Line � � I Figure 6. Crown Slate } 5 Nail Pattem(Non-HVHZ only) j (K019002:2 FL30 t0=R2 Page 8 of 19 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 a REEK Asphalt Shingles FIA" HNICAL SERVICES,LLC Dynasty Basic Wind Speed(N,„) j_Max. 194 mph �^ _ (Calgary(Non-HVHZ), Basic Wind Speed(Va,a): Max. 150 mph I ( Hawkesbury, Kankakee& Deck(HVHZ): I In accordance with FBC requirements; Sumas(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for I new construction.;. Min. 15/32 in. plywood existing.{ and construction: Deck(Non-HVHZ): I Solidly sheathed in accordance with FBC re uirements. NordicTfl° Underla ment: In 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 Lshingles at slopes greater than 21:12. . CRC Regency® Installation(HVHZ): Installed with' 5-7/8 in.-exposure in accordance with RASA 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. 1f4• 1.1�4• ArmourZone ArmourZone Standard Application Requires 4 Nails/Fasteners c . Common)Bond -Z ------------------------------------------------ ArmourZone 7 Figure 7. DynastyTm and Nordic rm 4 Nail Pattern (non-HVHZ only) Arm _EEE 7-7/y ArmourZone ArmourZone Steep Slope/High Wind Applications '� �' •. I Requires 6 Nails/Fasteners 1 I�— Common Bond ----------- ------------ --- 14/4a ArmourZone 7 5-7/8" Figure 8. ynastylrm 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 manufact er shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for ch this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product ttributes that are not specifically addressed herein. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES,L.L.0 Cambridge TM Basic Wind Speed ,,t: Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed asd : 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. 1 Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. and . Underla ment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to CRC BiltmoreT'" 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)& i 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 Requires 4 Nails/Fasteners 7/8" - - - - - - - - - - - - - - Nail Line 5-7/8 Figure 9. CambridgeTm and CRC BiltmoreT"' 4 Nail Pattern (non-HVHZ only) Nail Line Common Bond Steep Slope/High Wind Applications Requires 6 Nails/Fasteners 7/8" iR Nail .. � Line 5-7/8 Figure 10. CambridgeTm and CRC BiltmoreTm 6 Nail Pattern (kO i90'd2.�2 FL303id-R2 Page 10 of i6 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. G RE E jj IKO INDUSTRIES,LTD [1 Asphalt Shingles TECHNICAL SEIaVICES,LLC . CRC SuperglassTm Basic Wind Speed(V„ir): I Max. 194 mph Non-HVHZ Basic Wind S Speed(Calgary( ), aw ._I Max. 150 mph Hawkesbury, &Toronto Deck(HVHZ): ; In accordance with FBC requirements; (Non-HVHZ)) 3 Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing and I construction. j Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. MarathonTm Plus AR Underlayment: In accordance with FBC requirements. i (Calgary(Non-HVHZ), Min.slope: j 2:12 and in accordance with FBC requirements. Refer to Hawkesbury, Hillsboro, the manufacturer's application instructions when installing { Kankakee,Sumas(Non- shingles at slopes greater than 21:12. . HVHZ),Sylacauga& Installation(HVHZ): Installed with 5x7/8 in. exposure in accordance with RAS I Toronto (Non-HVHZ)) 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed and below. _ Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC Marathon 1 requirements and manufacturer's published installation I (Hillsboro&Sylacauga) ( instructions. Shingles shall be attached using either"4 Nail I Pattern'or"6 Nail Pattern"detailed below. Standard Application Requires 4 Nails/Fasteners ELN i Sealant.Strip i Figure 11. CRC SuperglassTm, Marathon""° Plus AR and Marathon TM i 4 Nail Pattern (non-HVHZ only) Steep Slope/High Wind Applications Requires 6 Nails/Fasteners I I i Sealant Strip Figure 12. CRC SuperglaSSTm, Marathon TM Plus AR and Marathon"'" 6 Nail Pattern il<O19002.2 FLJdgl&6 2 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. CD E E K IKO INDUSTRIES,LTD j'Z Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge'rm 12 Basic Wind Speed „i, : Max. 194 mph (Kankakee&Sylacauga) Basic Wind Speed e,d : 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) Underla ment: In accordance with FBC requirements. (non-HVHZ only) Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-5/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Perforation Marks -I i---� Start Direction of prevailing wind here- i Nails 1 1 1 � .0'40 \oo dip 00 1 • i 1 1"Taper Cut i 6-1/,v 1 1 Figure 13. Hip& Ridge'"' 12 and Hip&Ridge Plus"m (non-HVHZ only) I{f0(9602.2 i L30310 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. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL.SERVICES,LLC Hip and Ridge"m Basic Wind Speed u{{: Max. 194 mph I (Sumas) Basic Wind Speed ,,a : Max. 150 mph Deck Non-HVHZ : Solidly sheathed in accordance_with FBC requirements. Underla ment: In accordance with FBC requirements. 1 Min.slope: { 2:12 and in accordance Wth.FBC requirements. 1 1 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. Nails. 6-5/8- Start Direction of prevailing wind ; her j1"Taper Cut e 6-1/4 Perforation Marks V Optional Taper Cut I P P 1 iI I I I I I I { 1 I I I I I I I I I I I I I I i �� � 4M am /� .0" -soft r -00 -oft 140M I I I I I I I I I I I I I I I I I I 1 1 I { 1 { { 1 I Figure 14. Hip and Ridge'"" (non-HVHZ only) 1`1<019C702.2 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 CR EEK 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. CR E E K IKO INDUSTRIES,LTD ('t Asphalt Shingles TECHNICAL.SERVICES,LLC Armour StarterTm Basic Wind S eed(V„n): Max. 194 mph i (Sumas) Basic Wind Speed esd : I 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 existin 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 Requires 4 Nails/Fasteners Match Color I STARTER COURSE to Selected 1" and 13"from Each End Armourshake !'! Shingle I Figure 15.Armour Starter'' Leading Edge PlusTm Basic Wind S eed -!,: Max. 194 mph (Hawkesbury) Basic Wind Speed era : Max. 150 mph _ Deck(HVHZ): In accordance with FBC requirements; Solidly she- athed min. 19/32 in. plywood or wood plank for new construction; j Min. 15/32 in. plywood existing construction. 11 Deck Non-HVHZ : Solidl sheathed in accordance with FBC requirements. Underla ment: ! In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. I Installation: Installed in accordance with the FBC and manufacturer's i published installation instructions. Shall be attached with I min. 1°x 12 ga. roofingnails ails with min.3/8-inch head. I Standard Application Requires 4 Nailsil asteners • • 1"from Each End t 1 ,1� V 3'to 4"from Bottom I Figure 16. Leading Edge PlusTm fKO19002.2 FL30310-R2 Page 14 of 15 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIKO 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, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. """ 2020.10.22 �� FtY R. P,9 �i GAP' .�� � _ ,._:.. .:. NO 74021 = -04'00' �:• STATE OF •••A, P•:_�� Zachary R. Priest, P.E. '�� F '• O R 1�.•' 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 Wit 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.