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HomeMy WebLinkAboutProduct Aproval - shingles 4115/2021 Florida Building Code Online Bus • Professional 1 1 If 2A=� m. acis Home Login User Registration Hot Topics Submit Surcharge Stets&Pads Publications;� _Contact us I BCIS Site Map iI Lint¢ Search Oddo ProductApprove) ftk.d gRn .l Menu>Product or Application Search>Application List>Application Detail «•a, FL# FL30310-R1 REV E INIE:1 o FOR Application Type Revision C 0 D LE C 0 hdF2,U A ii Code Version 2020 Application Status Approved S 11 e L UG i E COUNTY Comments EOCC Archived i Product Manufacturer �IKO Industries Ltd Address/Phone/Emaii 40 Hansen Road South Brampton,NON-US L6W 31­14 (905)457-2880 Ext4581 william.11u@Iko.com F1L� Authorized Signature William Liu �� william.liu@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 i...l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R.Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence fL30310 R1 COI IKO19002 2 2020 FBC Eval shingles final.pd Referenced Standard and Year(of Standard) Standard Year ASTM D 3018 1990 ASTM D 3161 2016 ASTM D 3462 2010 ASTM E 108 2016 TAS 100 1995 TAS 107 2020 Equivalence of Product Standards Certified By hfps://www.floddabuilding.org/prfpr app dU.aspx?param=wGEVXQWtDgvH%2bffZgpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcsbcE8wp/o3d%3d 1/2 l 4/15/2021 Florida Building Code Online Sections from the Code y Product Approval Method Method 1 Option D Date_Submitted 10/16/2019 Date Validated 10/23/2020 Date Pending FBC Approval 10/28/2020 Date Approved 12/16/2020 Sumnii of Products FL# Model,Number or Name Description 30310.1 IKO Shingles ASTM D 3161,Class F asphalt shingles,hip and ridge shingles, starter strip&shingle strip Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl 0310 R1 II IK019002 2 2020 FBC Eva[Shingles final.Ddf Approved for use outside HVHZ:Yes 'Verified By:Zachary R.Priest PE74021 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See evaluation report for limits of use. F00310 R1 AE IK019002 2 2020 FBC Eval Shingies flnal pd Created by Independent Third Party:Yes 9aek Next Contact Us::-2G4]Blair Stone Road,�(lahassee FL 32399 Phone:850-467-1824, The State of Florida Is an AA/EEO employer..rgovri4ht 2007-2Q13 State of Florida:::Privacy Statement::Accessibility Statement:q Refund5tatemenE 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.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Prvduct,Approval Accepts:: •Mr Credit Card Safe https://www.floddabuilding.org/prlpr_app dtl.aspx?param=wGEVXQWtDgvH%2bffZfjpUCSn6k7lpZ96MbxnNUZe3Q76B4ygcSbcEBw%3d%3d 212 -- Certificate of Authorization No.29824 17520 Edinburgh Dr CRE - t Tampa,FL 33647 T(-CHNICAL SERVICES, L LC. (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,7"EDITION(2020) Manufacturer: IKO INDUSTRIES,LTD Issued October22,2020 40 Hansen Rd S Brampton,ON L6W 31-14 Canada (905)457-2880 :MT8.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: Rooting Subcategory: Asphalt Shingles Code Edition: Florida Building Code,7"'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(rST1867) 3036971 FM 4475 2010 FM Approvals(TST1867) 3040947 FM 4475 2010 ASTM E 108 2016 FM Approvals(TST1867) 3041689 FM 4475 2010 FM Approvals(rST1867) 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) IK0-07202-02 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-O88-02-01 TAS 100 1995 PRI Construction Materials Technologies(17ST5878) IKO-095-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-096-02-01 ASTM D 3462 2010A PRt 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 I1<019002.2 FL30310-R2 Page 1 of 15 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,Installation,recommended use,or other product attributes that are not specifically addressed herein. CREEIKO INDUSTRIES,LTD j� Asphalt Shingles TECHNICAL SERVICES,LLC Entity Report No, Standard Year PRI Construction Materials Technologies(TST5878) IKO-121-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 2020 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-128-02-01 TAS 107 2020 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-129-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-130-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 2020 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-148-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 100 1995 PRI Constwhon 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-171-0243 TAS 100 1995 PRI Constriction Materials Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-198-02-02 TAS 100 2020 PRI Construction Materials Technologies(TST5878) IKO-198-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-199-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-199-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-199-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-201-02-01 ASTM D 3462 2010A ASTM E 108 2016 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-201-02-02 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-201-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-202-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-202-02-02 TAS 107 2020 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-202-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-203-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-203-02-02 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-203-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-205-02-01 ASTM D 3462 2010A ASTM E 108 2016 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-205-02-02 ASTM D 3161 2016 PRI Constriction 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 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 net express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. I CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL.SERVICES,LLC 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 Constriction 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 PRI Construction Materials Technologies(TST5878) 478T0022 ASTM D 3018 1990(R94)E1ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) 476T0023 ASTM E 108 2016 PRI Constriction Materials Technologies(TST5878) 476T0034 ASTM D 3462 2010A PRI Constriction 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) 476T0O41 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) 476T0O44 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) 476T0D45 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0O57 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) 476T0O61 ASTM D 7158 2019ael PRODUCT DESCRIPTION Roofshake'rm HW 13-3/4"x 40-7/8",ASTM D 3161, Class F self-sealing,fiberglass reinforced, laminated (Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. ArmourshakeTm 18-1/2"x 37-3/8", ASTM D 3161, Class F self-sealing,fiberglass reinforced, laminated (Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Royal EstateTM 13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Crowne Slate 13-1/4"x 39-1/2",ASTM D 3161, Class F self-sealing,fiberglass reinforced, laminated (Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. DynastyTm 13-3/4"x 40-718",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) Nordic7m 13-3/4"x 40.7/8",ASTM D 3161, Class F self-sealing,fiberglass reinforced, laminated (Hillsboro&Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. IKO19002.2 FL30310-112 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. CREEKIKO INDUSTRIES,LTD ley[1 Asphalt Shingles TECHNICAL SERVICES,LLC L CambridgeTm 13-3/4"x 40-718",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 Btltmore® 13-314"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-searing,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 AR 13-1/4" x 39-3/8"; ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Calgary,Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying Hillsboro,Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be Sumas,Sylacauga& used in the non-HVHZ only. Toronto) Hip&Ridgeym 12 13-114"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 RldgeTM 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 Starter7m 13-114"x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded (Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTM shingles. Leading Edge PlusTm 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt (Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. IKO19002.2 FL30310-112 Page 4 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 S91RVICES,LLC INSTALLATION RoofshakeTm HW Basle Wind Speed(Vuic): Max. 194 mDh (Sumas) Basic Wind Speed(V,,d): 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. Nail Line Common Bond Standard Application Requires 4 Nails - - -- - -- --=- Nail Line 5-7/8 Figure 1. RoofshakeTm HIM 1 _4 4 Nail Pattem.(Non-HVHZ only) J IKO19002.2 121-30310-132 Page 5 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. CREEKIKOINsphalt hi LTD I1 Asphalt Shingles TECHNICAL SERVICES,LLC Annourshake"" asic Wind Speed ,j: Max.194 mph (Sumas) Basic Winded esd: 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. I Underla ent: � In accordance with FBC requirements. Min.slope: 12:12 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 Nall Pattern" detailed below. Installation (Non-HVHZ): I 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 Nall Line 'Alignment Notches Figure 2. ArmourshakeTA° 5 Nail Pattem(Non-HVHZ only) Nailing—Steep Slopes/High Wind Areas Applications Requires 6 Nails/Fasteners Nail Line I I Alignment Alignment Notches ' - -- ______-_ -_ r Notches i _ I I Figure 3. ArmourshakeTm 6 Nail Pattern IKO19002.2 FL30310-R2 Page 6 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. G RE E K IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERvic9s,LLC Royal Estate'm Basic Wind Speed ,R. Max.194 mph (Toronto) Basic Wind Speed(VA: 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. Undeda ent: 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 slo es 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 Pattem"detailed below. Standard Application Requires 4 Nails/Fasteners ♦ -----♦-- ------- ---- -- Nails Figure 4. Royal Estate"" 4 Nail Pattem(non-HVHZ only) lI Steep Slope/High Wind Applications Requires 6 Nalls/Fasteners / 4 1 Nails Figure 5. Royal Estate'rm 6 Nail Pattem r IK019002.2 ._ _. FL30310-R2 Page 7 of 15 I 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. 1 This evaluation report does not express nor imply warranty,Installation,recommended use,or other product attributes that are not specifically addressed herein. i 1 i CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL.SERVICES,LLC C�rowne Slate Basic Wind Speed at. Max.194 mph _ (Toronto) Basic Wind Speed V",d: Max.1505 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing _ construction. Deck(Non-HVH�! Solidly sheathed in accordance with FBC requirements. I Underia ent _ In accordance with FBC requirements. Min.slope: 2:12 and in accordance'with FBC requirements. Refer to the manufacturer's application instructions when installing 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 I I instructions. Shingles shall be attached using "5 Nail I I Pattern"detailed below. Nail Line 10"EXPOSURE Standard Application Requires 5 Nails/Fasteners. --. -- — ---- 10'1-41 — Nall Line I A - I Figure 6. Crown Slate 5 Nail Pattem(Non-HVHZ onW�_ IK019002.2 FL30310-R2 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. CD E E K IKO INDUSTRIES,LTD j-i Asphalt Shingles TECHNICAL SERVICES,LLC DynastyTm Basic Wind Speed(Vot): Max:194 mph _ I (Calgary(Non-HVHZ), Basic Wind Speed ,�d: Max.150_mph Hawkesbury,Kankakee& Deck(HVHZ): In accordance with FBC requirements; Sumas(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Mn. 15/32 in. plywood existing and _ construction. _ Deck Non-HVH _ Solidly sheathed in accordance with FBC requirements. Nordic7m Urideda ent: 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 shingles at slopes greater than 21:12. ._ CRC Regency® Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS ! 115 and manufacturer's published installation instructions. ! Shingles shall be attached using "6 Nail Pattern" detailed L below. Installation (Non-HVHZ): Installed with 5-7/8 In. exposure in accordance with FBC requirements and manufacturer's published installation Instructions. Shingles shall be attached using either"4 Nail Pattem"or"6 Nail Pattem"detailed below: 1-W ArmourZone Ammr7GM - �V Standard Application .. Requires 4 Nails/Fasteners ' _ \\,` Common eondJ l. - ------------------------- ------------ -- 4\ -----------------------------------I---------- mourZonQ r7 --— - 5-7/8" Figure 7. DynastyTM and NordicTm 4 Nall Pattem non-HVHZ only) ia/r I 1-1J4• Ann"ur7mw ArmourZMQ�r. .-: Steep Slope/High Wind Applications Requi res 6 Nails/Fasteners _ r •' Common Bond ---------- ----------r7 ------------- < � : ArmourZone.711 5-7/8" I Figure B. Dynasty'rm and NordicTm 6 Nail Pattern IKO19002.2 FL30310-R2 Page 9 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. i CD E K IKO INDUSTRIES,LTD (t C�[1 Asphalt Shingles TECHNICAL SERVICES,LLC ( Ca b dnm germ Basic Wind Speed OLn: Max. 194 mph _ (Calgary(Non-HVHZ), Basic Wind Speed era: Max. 150 mph Hawkesbury,Hillsboro, Deck(HVHZ): In accordance with FBC requirements; Kankakee,Sumas, Solidly sheathed min. 19/32 In. plywood or wood plank for Sylacauga,Toronto(Non- new construction; Min. 15/32 in. plywood existing HVHZ)&Wilmington) _ construction. _ Deck(Non-HVHZ): _ Solid sheathed in accordance with FBC requirements. and Underiarment_ In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to CRC BlltmoreTm the manufacturer's application Instructions when installing (Calgary(Non-HVHZ), _shingles at slopes greater than 21:12.. Hawkesbury, Kankakee, Installation(HVHZ): I Installed with 5-7/8 in. exposure in accordance with RAS Sumas(Non-HVHZ)& 115 and manufacturer's published installation instructions. Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed _ below. Installation (Non-HVHZ): Installed with 5-718 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattem"or'6 Nail Pattem"detailed below. Nall Line Common Bond Standard Application . Requires 4 Nails/Fasteners 7 8" - - - - - - -- - - - - - Nail Line 't 5-7/8 Figure 9. CambrldgeTm and CRC BiltmoreTM 4 Nall Pattem(non-HVHZ only) --Nall-Line--Common Bond Steep Slope/High Wind Applications i i Requires 6 Nails/Fasteners i 7/8" I - - - - - - - - _ - - Nail Line 5-7/8 Figure 10. Cambridge"m and CRC BiltmoreTm -- --� 6 Nail Pattem _ IKO19002.2 FL30310-R2 Page 10 of 15 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES,Asphalt Shingles TECHNICAL SERVICES,LLC CRC Superglassm Basic Wind Speed(Vmi Max.194 mph (Calgary(Non-HVHZ), Basic Wind Speed(Vow): Max.150 mph Hawkesbury,&Toronto Deck(HVHZ): In accordance with FBC requirements; (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing and construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. MarathonTM Plus AR Undedayment: In accordance with FBC requirements. (Calgary(Non-HVHZ), Min.slope: 2:12 and in accordance with FBC requirements. Refer to Hawkesbury,Hillsboro, the manufacturer's application instructions when installing Kankakee,Sumas(Non- I shingles at slopes greater than 21:12.. HVHZ),Sylacauga& Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS Toronto(Non-HVHZ)) 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern* detailed i and below. I MarathonTM Installation (Non-HVHZ): installed with 5-718 in. exposure in accordance with FBC requirements and manufacturer's published installation (Hillsboro&Sylacauga) instructions. Shingles shall be attached using either°4 Nail Pattem"or"6 Nail Pattern°detailed below. Standard Application Requires 4 Nails/Fasteners II 'i Sealant Strip Figure 11. CRC SuperglassTM,MarathonTM Plus AR and MarathonTM 4 Nall Pattern(non-HVHZ only) _ Steep Slope/High Wind Applications Requires 6 Nails/Fasteners Sealant Strip Figure 12. CRC SuperglassTm,MarathonTM Plus AR and MarathonTM 6 Nail Pattern IKO19002.2 FL30310-R2 Page 11 of 15 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. G R E K IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES,LLC ' Hip&RidgeTm 12 Basic Wind Speed (Vic): Max.194 mph (Kankakee&Sylacauga) Basic Wind Speed(V,,d): Max..150 mph _ Deck(HVHZ): In accordance 'with FBC requirements; Solidly sheathed l and min. 19/32 in.plywood or wood plank for new construction; _ Min.15/32 in.plM2od existing construction. Hip&Ridge PlusTTM Deck on-HVHZ Solidly sheathed in accordance with'FBC requirements. _ (Calgary) I Underla ent _ 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 ©lhw lw oof prevailing wind _ � r r Nails 1 � 00 to go t • 1 T Taper Cut 1 Figure 13. Hip&RidgeTm 12 and Hip&Ridge PlusTm ( on-HVHZ one_ IKO19002.2 FL30310-R2 Page 12 of 15 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERviCEs,LLC Hip and Ridge'f° Basic Wind Speed(Vun): Max.194_mph (Sumas) Basic Wind Speed Max.150 mph _ Deck Non-HVHZ Solidly sheathed in accordance with FBC requirements. Undeda e_M 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 and shall be away from the _ prevailing wind. Nails I � 5-511r Dlrectton of prrenratling wlifid ir` �- - - 101 r Cut rir 611W Perforation Marks 1"Optional Taper Cut 1. ! 1 LFigure 14. Hip and Ridge"m (non-HVHZ only) IK019002.2 FL30310-R2 Page 13 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES,LLC Armour StarterTm _Basic Wind Speed we: Max.194 mph (Sumas) _Basic Wind Speed(Vey): 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. lywood existing construction. _ Deck(Non-HVHZ): Solidly sheathed in accordance with FBC reeguirements. I I Underiayment_ I`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 i - Match Color STARTER COURSE to Selected 1"and 130 from Each End Armourshake Shingle Figure 15.Armour StarterTm Leading Edge Plus"" Basic Wind Speed It): Maxv194 mph (Hawkesbury) I Basic Wind Speed asd: Max.150 mph +� n with FBC requirements; Solidi sheathed Deck{HVHZ): I In accordance q y i min. 19/32 In. plywood or wood plank for new construction; Min._15/32 in.plywood existing construction. _ Deck Non-HVHZ: Solidly dl ry sheathed In accordance with FBC requirements. Undedayment_ Inaccordance with FBC requirements.An.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.V x 12 9a_roofro mg nails with min.3/8-inch head. Standard Appileadan Requires 4 Nails/Fasteners • 1'from Each End. • • 3'0 4"from Bottom I Figure 16_Leading Edge PIusTM' IK019002.2 FL30310-R2 Page 14 of 15 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. i CREEK IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and In accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Shingles shall be installed starting at the save 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,7"'Edition(2020)including High-Velocity Hurricane Zones(HVHZ)as evidenced in the referenced documents submitted by the named manufacturer. ,,,,•�Pp�y"R"rr 2020.10.22 -P9/x� i 10. % No 74021 • •:* - -04'00' .-7P STATE OF 'Q� O •. •�► Zachary R. Priest,P.E. O R t O •'N_�` Florida Registration No.74021 61�� 0N A'�,e Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will It acquire,a financial Interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest, P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest In any other entity involved in the approval process of the product. END OF REPORT IK019002.2 FL30310-R2 Page 15 of 15 This evaluation report is provided for State of Florida product approval under Rule 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. t �. I,