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Home My WebLink Aboutproduct approval*,aa ci' ✓ 1 v'a Y s s "s' 3'��"3 .., ,#,aMwaa `+•,'�� y" m 41�11�1%1 7s+ BCIS Home Log In User Registration Hot Topics L. Submit Surcharge Stats & Facts ` Publications Contact Us BCIS Site Map Links 0 bo 10 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL30310-RO Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) IKO Industries Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 (905)457-2880 Ext4581 william.liu@iko.com William Liu william.liu@iko.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 FM Approvals - QA 12/31/2020 Locke Bowden P.E. Validation Checklist - Hardcopy Received FL30310_R0_COI_IKO19002 2017 FBC Eval Shingles.P_df Standard Year ASTM D 3018 1990 ASTM D 3161 2016 ASTM D 3462 2010 ASTM E 108 2011 TAS 100 1995 TAS 107 1995 I Florida Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/15/2019 Date Validated 08/16/2019 Date Pending FBC Approval 08/23/2019 Date Approved 10/15/2019 Date Revised 10/16/2019 Summary of Products FL # Model, Number or Name Description 30310.1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip and ridge shi gle, starter strip & shingle strip I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL30310_RO_II IK019002 2017 FBC Eva[ Shingles.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL30310 20_AE_IK019002 2017 FBC Eval Shingles.pif Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Lall@higsee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooy i t 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send el ctroni mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Sect on 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifthEy have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supp y 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 . Product Approval Accepts: M91 ® eCheck Credit CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: IKO INDUSTRIES, LTD 40 Hansen Rd S Branpton, ON L6W 3H4 Canada (905) 457-2880 Manufacturing Plants: Calgary, Alberta Hawkesbury, Ontario Hillsboro, TX Kankakee, IL Sumas, WA Sylacauga, AL Toronto, Ontario Wilmington, DE Quality Assurance: FM Approvals (QUA1860) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Category: Roofing Subcategory: Asphalt Shingles 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 Issued August 15, 2019 Entity FM Approvals (TST1867) Report No. Standard Year FM Approvals (TST1867) 3036971 FM 4475 2010 3040947 FM 4475 2010 FM Approvals (TST1867) 3041689 ASTM E 108 2011 FM Approvals (TST1867) 3044376 FM 4475 FM 4475 2010 FM Approvals (TST1867) 3045254 FM 4475 2010 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 1995 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 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 IK019002 FL30310 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles Entity PRI Construction Materials Technologies (TST5878) Report No. IKO-125-02-01 Standard Year TAS 107 1995 PRI Construction Materials Technologies (TST5878) IKO-126-02-01 ASTM D 3462 TAS 100 2016 PRI Construction Materials Technologies (TST5878) IKO-127-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) IKO-128-02-01 TAS 107 1995 PRI Construction Materials Technologies (TST5878) IKO-129-02-01 ASTM D 3462 2016 PRI Construction Materials Technologies (TST5878) IKO-130-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) IKO-131-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) IKO-140-02-01 ASTM D 3462 2016 PRI Construction Materials Technologies (TST5878) IKO-148-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) IKO-153-02-01 TAS 100 TAS 100 1995 PRI Construction Materials Technologies (TST5878) IKO-171-02-01 ASTM D 3462 1995 2010A PRI Construction Materials Technologies (TST5878) IKO-171-02-02 TAS 107 1995 PRI Construction Materials Technologies (TST5878) IKO-171-02-03 TASM D0 3462 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 1995 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 E108 2011 PRI Construction Materials Technologies (TST5878) IKO-201-02-02 ASTM D 3 ASTM D 3416261 1990(R94)E1 PRI Construction Materials Technologies (TST5878) IKO-201-02-07 TAS 100 2016 1995 PRI Construction Materials Technologies (TST5878) IKO-202-02-01 ASTM D 3462 2010A ASTM E 108 2011 Construction Materials Technologies (TST5878) IKO-202-02-02 ASTPRI n107 3018 1995(R94)E1 TAS PRI Construction Materials Technologies (TST5878) IKO-202-02-07 ASTM TAS100 016 PRI Construction Materials Technologies (TST5878) IKO-203-02-01 ASTM D 3462 119953462 995 2010A ASTM E 108 2011 PRI Construction Materials Technologies (TST5878) IKO-203-02-02 ASTM D 3 ASTM D 3416261 1990(R94)E1 PRI Construction Materials Technologies (TST5878) IKO-203-02-07 TAS 100 2016 1995 PRI Construction Materials Technologies (TST5878) IKO-205-02-01 ASTM D 3462 2010A ASTM E 108 2011 PRI Construction Materials Technologies (TST5878) IKO-205-02-02 ASTM D 311618 PRI Construction Materials Technologies (TST5878) IKO-205-02-07 TAS 100 2016(R94)E1 1995 PRI Construction Materials Technologies (TST5878) IKO-206-02-01 ASTM D 3462 2010A ASTM E 108 2011 PRI Construction Materials Technologies (TST5878) IKO-206-02-02 ASTM D 3 ASTM D 3416261 1990(R94)E1 PRI Construction Materials Technologies (TST5878) IKO-206-02-07 TAS 100 2016 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) 476T0002 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0003 TAS 100 PRI Construction Materials Technologies (TST5878) 476T0004 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) 476T0039 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0040 ASTM D 3 1990(R94)E1 PRI Construction Materials Technologies (TST5878) 476T0041 ASTM D 3416261 2016 PRI Construction Materials Technologies (TST5878) 476T0042 TAS 100 1995 ASTM D 3462 2010A IK019002 ASTM D 3018 1990(R94)E1 FL30310 Page 2 of 11 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 assurance quality changes throughout This evaluation report does not express nor imply warranty, installation, the duration for which this report is valid. specifically addressed herein. recommended use, or other product attributes that are not CREEKIKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LLC Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) 476T0043 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 476T0044 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) 476T0O45 ASTM D 3018 ASTM D 3161 1990(R94)E1 2016 PRI Construction Materials Technologies (TST5878) 476T0046 TAS 100 1995 PRODUCT DESCRIPTION ArmourshakeTM (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 EstateT"' (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. Dynasty TM (Calgary, Hawkesbury, 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with Kankakee & Sumas) granules complying with ASTM D 3462. Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only. NordicTM (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. Cambridge TM (Calgary, Hawkesbury, 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with Hillsboro, Kankakee, granules complying with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ Sumas, Sylacauga, only. Toronto & Wilmington) CRC Biltmore® (Calgary, Hawkesbury, 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated architectural asphalt shingle surfaced with complying Kankakee, Sumas & granules with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Toronto) CRC Superglass® (Calgary, Hawkesbury & 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 Toronto) granules complying with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Marathon TM Plus AR (Calgary, Hawkesbury, 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 Hillsboro, Kankakee, Sumas, Sylacauga & with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be in used the non-HVHZ only. Toronto) Marathon TM (Sylacauga) 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. Hip & RidgeT11 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 12-inches perforated every complying with ASTM D 3462. Armour Starter TM (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 ArmourshakeTM shingles. Leading Edge PIusTM (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. IKO19002 FL30310 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALLATION IKO INDUSTRIES, LTD Asphalt Shingles ourshakeTM _.......................... ............... ... ... .......... _._......_._.._.._.._.._..._..._..............._.............................._ Basic Wind Speed (V�it : +_Max. 1.94 mph _.._.._._._.__._..... ....... ..... ......... _...... ............. _...... _._._._...._.._._.__._._.._.._.._..._... _......... _........... nas) Basic Wind Speed (Vas ._ Max...150. mph ... ....... ... ... _._._._...__._._._..._................._.._._........ _.__._._._._._._.._..._............... I Deck (HVHZ): In accordance with FBC requirements; I ' Solidly sheathed min. 19/32 in. plywood or wood plank for I new construction; Min. 15/32 in. plywood existing construction. uecK Non-HVHL): _..____._ .__- ..................._...... i 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. Standard Application Requires 5 NaIWFasteners Nail line Alignment Notches * Figure 1. ArmourshakeTM 5 Nail Pattern (Non-HVHZ on Nailing - Steep Slopes/High Wind Areas Applications Requires 6 Nails/Fasteners Figure 2. ArmourshakeTM 6 Nail Pattern Alignment � Notches IK01$002 FL30310 Page 4 of 11 This valuation 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 KO1 This Tech This CREEKIKO INDUSTRIES, LTD TECHNICAL SERVICES, LLCAsphalt Shingles ....................... EstateT"" 1 Basic Wind Speed (V,,It } Max. 194 mph to i Basic Wind Sp p .. 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 ,_..__ on_ nae-_._._.._.......... .._..__......................_._._.._.__....._.._........._ 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): _..._._._._._._ ._._._._._._._._._._._.. rInstalled with 5-7/8 in. exposure in accordance with RAS 1 115 and manufacturer's published installation instructions. 1 Shingles shall be attached using T Nail Pattern" detailed below. _._. _._. _._...._.._........_............................... ..... ._.._..................._.._.._._._..... _._.._......._._._._._._.._. Installation (Non-HV-142 Installed with 5-7/8 in. exposure in accordance with FBC I requirements and manufacturer's published installation _ ....... _.._._.._._._.._._....._._.._....._._.._._._.._.._._.._.. instructions. Shingles shall be attached using either "4 Nail .Pattern" or "6 Nail Pattern" detailed below. 1, 4� Standard Application Requires 4 Nails/Fasteners Nails Figure 3. Royal Estate - Nail Pattern (non-HVHZ only) Steep Slope/High Wined Applications Q_-quir, ss 6 Nails/Fasteners mri Figure 4. Royal Estate TM 6 Nail Pattern FL30310 ation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. ation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not i addressed herein. and IKO1 This This CREEK TECHNICAL SERVICES, LLC IKO INDUSTRIES, LTD Asphalt Shingles y ....... Basic Wind Speed .(V, it):._..._Max. _........ .......... 1.94. mph y (Non-HVHZ), Basic Wind Speed (Vasa_ ............................... ..I...........I _.. _....................... _. _. _. _..... _. _. _. _. _. .................. _.. _. _.. _.. _...... I Max._150.m.p......................... sbury, Kankakee & FIDeck (HVHZ): .._........ ...... _._.._.._..._..__._.._......._._._.._..-._.._._.._.._._.._._.._................ 1 In accordance with FBC requirements; (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): �..�.. Solidi sheathed in accordance with FBC requirements. TM!_.__._.._._......_.._.._.._._.._. Underlayment: ._.._.._._..._.._. - ----- ... .... ... .... _ In accordance with FBC requirements .. - -- -- kee Min. slope: -.._.._. ..... ........ 2:12 and in accordance with FBC requirements. Refer to j the manufacturer's application instructions when installing _ 1 shingles at slopes greater than 21:12_ ._ Installation (HVHZ):- ............. Installed with 5-7/8 in. exposure in accordance with RAS 1 115 and manufacturer's published installation instructions. Shingles shall be attached using T Nail Pattern" detailed 1 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 __._._._._._._.._.._...__._._.._._.._.__.i....._....... _.._.._.._._.._._.._.._....._.Pattern" or "6 Nail Pattern" detailed below:_ ............. _._..... _.......... _.._........ _._... uw• -,w• Amuraane Standard Application Requires 4 Nails/Fasteners ------------ ------------- pow POR ArmourZone s 7�„ Figure 5. DynastyTM and NordicTM 4 Nail Pattern (non-HVHZ oniv) ip Slope/High Wind Applications wires 6 Nails,/Fasteners Figure 6. DynastyTM and Nord lCTM 6 Nail Pattern FL30310 -1w- 6ofII ation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. ation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not i addressed herein. CREEKIKO INDUSTRIES, LTD TECHNICAL SERVICES, LLCAsphalt Shingles _._._._.._._.._._._.__....._...._.._.._._._.._.._._..----------._._._............._...__.........._._.._._.... ._.... _..... ......................... _..... ................ ... ... _.._._....... _... ........ _.... ... _............. _........ _._._.__.._._._._____. Basic Wind Speed (V i)_._._. _Max:.._1_94._moh........................... _... . ............................... _.._................. ... _._.__....._.._._._.._._.._....._ ........... ................... . y (Non-HVHZ), 1 Basic Wind Speed_(Vesd).: -I Max. 150 mph_._.._..._.._._._._._._._...._..._._.._._._.__._._......_................................_._.__. _..... . . bury, Hillsboro, i Deck (HVHZ): • • •-- - In accordance with FBC requirements; ee, Sumas, Solidly sheathed min. 19/32 in. plywood or wood plank for aga, Toronto (Non - new construction; Min. 15/32 in. plywood existing & Wilmington) ;construction. ..:.:.........:�.r_._.._.._._.._._._"�auacu u1 auuuiudiiuewanrt5l, requirements. _, ... ............. I Underlayment: i In accordance with. FBC requirements._ _._._„,_,_.._._... CRC BiltmoreT"' Min. slope: ; 2:12 and in accordance with FBC requirements. Refer to (Cal ary (Non-HVHZ), the manufacturer's application instructions when installing Haw esbury, Kankakee, ----_.__.__._._._._._.__..__.__._. _._.. .shingles at slopes greater than 21 T12.:_ 1 Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS Sum s (Non-HVHZ) & j 115 and manufacturer's published installation instructions. Toro ito (Non-HVHZ)) I Shingles shall be attached using "6 Nail Pattern" detailed 1 below. . ....... .... ...................................... ......................... ........................._._..__._.._.._.._._............... .... _......... ..... _.... _......................... .-.................. ............ _..__....__._._._..__._._._......__.._._._._._., Installation (Non-HVHZ): I Installed with 5-7/8 in. exposure in accordance with FBC i i requirements and manufacturer's published installation i instructions. Shingles shall be attached using either "4 Nail _.._._. ... .......... _......_.__._.__.._._.._....._.._......_................_........._......._._._._._._._.._._.._.._Pattern. or:`6.Nai.... Pattern" detailed below_.__._.._..................._._.._....._.._...... Nall Line cnmmnr r --A Standard Application Requires 4 Nails/Fasteners Nail Line Figure 7. CambridgeTm and CRC BiltmoreTM 4 Nail Pattern (non-HVHZ only) sp Slaps/High Wind Applications Mires f Nails/Fasteners Nail Lire Figure 8. CambridgeTm and CRC BiltmoreTM _„__........................ 6 Nail Pattern 5-7/8 5-7/8 IKO190P2 FL30310 Page 7 of 11 This evuation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Techni I Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This ev luation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIKO INDUSTRIES, LTD I(C TECHNICAL SERVICES, LLC Asphalt Shingles Basic Wind Speed (V„ i), 4._._.__.-•_._._.._•_._._....-..........................•ry i Max. 194 mph (Non-HVHZ), ' Basic Wind Speed Vasa : _............_........_.._._....P �_ ; Max.150 m h Hakesbu (No rY, &Toronto -HVHZ)) _ ._....----._._.._._.._.._.._..P j Deck (HVHZ):I ............. .... -........_.................. ..... _..----....__._._.._.._.._.._......... ._.._.._............ ... ........ In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for and new construction; Min. 15/32 in. plywood existing r-....._._._.._._.._._........_....._..............._._.._._._.._a__.................._.._..--- construction. - - -..._......_.._.._.._..........................._.._.._.._._._._._.._._..._._.._._.._..._.._..........._.._.._._....._.._.._....._._.._ Ma thonTM Plus AR Deck (Non-HVHZ,J: Solidly sheathed in accordance. with FBC requirements. ; (Cal ary (Non-HVHZ), Underla mentY __...._....._._._.Y_...__. _.._.._.._.__.:_._._.._._._.._ i. In accordance with FBC re ulrements -.-._-.-- _.._._._ _.9................._.._._..............................._........................ Ham kesbury, Hillsboro, Min. slope: 1` 2:12 and in accordance with FBC requirements. Refer to Kan akee, Sumas (Non- the manufacturer's application instructions when installing HV Toronto Z), Sylacauga & (Non-HVHZ)) ---- - _ __ _ Installation (HVHZ): . . .._.... :shingles at slopes greater than 21:12. _ -- j Installed with 5-7/8 in. exposure in accordance with RAS ; 115 and manufacturer's published installation instructions. f Shingles shall be attached using T Nail Pattern" detailed and _ ? below. Marathon TM Installation (Non-HVHZ): Installed with 5-7%8 in. exposure in accordance with FBC (Sylacauga) I i requirements and manufacturer's published installation I instructions. Shingles shall be attached using either "4 Nail _._._._.._ ...................... _...._....._.._..........._.._._.._._..._. Pattern" or "6 Nail Pattern" detailed below. _.._.._._._.._._.__._.._._._._....._._._._.._._._.--._.._._.__._._._._..._....._...................... _........ _.._.._.._.._._._._ Standard Application Requires 4 Nails/Fasteners Sealant Strip Figure 9. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM 4 Nail Pattern (non-HVHZ only) Steep Slope/High Wind Applications Requires 6 Nails/Fasteners Sealant Strip Figure 10. CRC SuperglassTM, Marathon TM Plus AR and Marathon TM ........... 6 Nail Pattern IK019 02 FL30310 Page 8 of 11 This a aluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Techn al Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This a aluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifi ally addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & RidgeTM 12 ` Basic Wind Si (Kankakee & Sylacauga) Basic Wind S, Deck (HVHZj: Installation st t Direction prevailing 5' Pn 71 rt IKO INDUSTRIES, LTD Asphalt Shingles Max. 194 --- ..... .._._............ _.-._._.... ...... ..................... ._.._................. _.._........ _.................. _.a Max. 150 mph.. ................_. _... _. _._.. _... _.._.. . ...................._. _. _.. _.. _... _....... _. hie- _.. _... _.. _.. _........., In accordance with F B C requiremen.....t. s. .. _. ; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in_ plywood existing construction. _._.._._.._._._.._ ._._........... Solidly Solidly sheathed in accordance with FBC requirements.. ....... ... _.__..._._....._.._._.._._._.._._.__._._.._ In accordance with FBC requirements. _._.._.........._.........................._....._._....._..__._.. _. _._.._..._........... _.._.___._._._._....__._._._._._._.; 2:12 and in accordance with FBC requirements._ _ ..................._._.._.._.._.._....._.__._._.___._-.---.._._._._._._._._..... Installed with 5-5/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. I The direction of the exposed end shall be away from the Perforation Marks Neils 7 i 1 I I I , I 1" Taper Cut 6-1/4" 1 11. Hip & Ridge TM 12 n,uluuz FL30310 Page 9 of 11 This valuation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Tech ical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This valuation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speci cally addressed herein. IKO1 This Tech This CREEKIKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LLC —._._.—._.__..__._.__.___,........... _._._._._._._.................._....__.__.-._...._............_........................................_......._._.._.._.....-....._.._.._..._..._._.._..._........._..._.._.._.._.._....._._._._.__._._.._.._.__._._._.._._.._. r StarterT"" Basic Wind Spee,,!lt Max. 194 mph . .............B ............. Basic Wind S peed Vasa : i Max 150 m h ... ... _.._._—----- ._------ r.._._.._..._..............._....._._. _ p ��_.�.. _Max................................._....................._.._.. ----_ .._..........._..._........_.......I.......... Deck (HVHZ): ; In accordance with FBC re uirem t S fd1,tl h d q en s, o i y s eae min. 19/32 in. plywood or wood plank for new construction; Min. ?.in. plywood existing Deck Non-HVHZ _ Solidly sheathed in accordance with FBC_ requirements. _ Underla�rment: i_In accordance. with FBC requirements. ,._....---_-•- ..................... .................... --- --- -•--- Min. slope _ ' 2 12 and in accordance with FBC requirements. Installation: I Installed in accordance with the FBC and manufacturer's published installation instructions. Shall be attached with 1 min. 1" x 12 ga. roofing nails with min.. 3/8-inch head. _._. ....... Standard Application Requires 4 Nails/Fasteners 1" and 13" from Each End re 12. Armour StarterT°" Match Color to Selected Armourshake Shingle ng Edge usT"' Basic Wind Speed t;V I:_MaxT - _._....-..................... ..... ..... .._............... .... _..... _._.__._...... _.... _._._...................... _........................ 194 mph :esbury) ;Basic Wind Speed (Vasa):... _._._.._._._._._.._.._...__._.._.._.._.._....._............._.._......_.._._.._._.__.__._....._.__.____ Max. 150 mP._h._...._.._._....._....._._.._....._._._ - -_ Deck (HVHZ): __.__._......_................................_.._.__.................... _._ I In accordance with FBC requirements; Solidly sheathed 1 ._.__........_....................._.._.._..._..._....._._._.-....._._._.._.._ 1 min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. Plywood existing construction. ____-_.. ....................... 1 Deck (Non-HVHZ)_ _! Solidly sheathed in accordance with FBC requirements. Underlayment _ „._. _.. _. ._,. In accordance with FBC requirements _. _._ _._.. ---._..... . !_Min slope: - 2:12 and in accordance with F_BC requirements. -with ( Installation: _ ? Installed in accordance the FBC and manufacturer's published installation instructions. Shall be attached with ......... _......._....... _----___i min. 1" x 12 ga. roofing nails with min. 3/8-inch head. Stand Avoleat ion 2s 4 Nt1lafFastWWS t' from Each End re 13. Leading Edge PIUSTM 0 3'to 4" from Bottom FL30310 Page 10 of 11 ation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. ation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not i addressed herein. CREEKIKO INDUSTRIES, LTD TECHNICAL SERVICES, LLC Asphalt Shingles ITATIONS 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, 6ch Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1R% % No 74021 :X STATE OF :•<C/All .441 CERTIFICATION OF INDEPENDENCE 2019.08.15 14:22:07 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 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 FL30310 Page11 of11 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.