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HomeMy WebLinkAboutRevisions , with product approval OFFICE USE ONLY: DATE FILED: e9 1! / 71 L©2 l PERMIT# 2 REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVIS s 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT RE S PROJECT INFORMATION LOCATION/SITE ADDRESS: tr DETAILED DESCRIPTION OF PROJECT C> VISIONS: 11 Be , Ay CONTRACTOR INFORMATION: kite copy STATE of FL REG./CERT. #: ST. LUCIE CO CERT.#I:._:....__ BUSINESS NAME: QUALIFIERS NAME: _ ADDRESS:. LCZ,`�CL1� �— CITY: STATE: F ZIP: :3 3 C-( 5 15: PHONE(DAYTIME): G FAX: OWNER/BUILDER INFORMATION: Vh NAME: � 0n� ADDRESS: CITY: TATE: ZIP: G/ 5` PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: i NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9123109 Revised 06130117 l Florida Building Code Online Page 1 of 2 BCIS Home ? Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Rota .fE Product Approval ;, '`°'^� USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail � 02A( FL# FL30310-R1 Application Type Revision Code Version 2020 REVIEWED FOR Application Status Approved CODE COMPLIANCE Comments ST. LUCIE COUNTY Archived Product Manufacturer IKO Industries Ltd BOCC Address/Phone/Email 40 Hansen Road South Brampton,NON-US L6W 3H4 (905)457-2880 Ext 4581 william.liu@iko.com Authorized Signature William Liu william.liu@iko.com Technical Representative William Liu File Copy Address/Phone/Email 40 Hansen Road South Brampton,FL L6W 3H4 (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 Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the 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 RI COI IKO19002.2 2020 FBC Eva]Shingles tinal.odf 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjp... 1/19/2021 Florida Building Code Online Page 2 of 2 Sections from the Code 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 Summary 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 FL30310 RI II 1K019002.2 2020 FBC Eval Shingles Approved for use outside HVHZ:Yes final.Ddf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports LU-3J.;0 RI AE 11<019002 2 2g20 FF val Shingles final.odf Created by Independent Third Party: Yes Back Hext .Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-467-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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 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 emails 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. Product Approval Accepts: PT .vy. ® ES Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjp... 1/19/2021 2- CertificateC� � of Authorization No. 298241 17520 Edinburgh Dry Tampa, FL 336471 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 20191 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 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1501.2.7.1, 1523.5.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES En!L Report No. Standard Year FM Approvals(TST1867) 3036971 FM 4475 2010 FM Approvals(TST1867) 3040947 FM 4475 2010 ASTM E 108 2011 FM Approvals(TST1867) 3041689 FM 4475 2010 FM Approvals(TST1867) 3044376 FM 4475 2010 FM Approvals(TST1867) 3045254 FM 4475 2010 FM Approvals(TST1867) 3046191 FM 4475 2010 PRI Construction Materials Technologies(TST5878) IKO-050-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-053-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-067-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-071-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-072-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-076-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-077-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-088-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-095-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-096-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-099-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-100-02-01 TAS 107 1995 PRI Construction Materials Technologies(TST5878) IKO-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) I1(0-115-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) I1(0-117-02-01 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 611320-3. 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 T CREEK IKO INDUSTRIES,LTD � Asphalt Shingles TECHNICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995 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 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-129-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) I KO-1 30-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-148-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-171-02-02 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-171-02-03 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-198-02-02 TAS 100 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 E 108 2011 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 1995 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 2011 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 2011 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) 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) 476T0039 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) 476T0040 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0041 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 IKO19002 FL30310 Page 2 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. ' j,�� IKO INDUSTRIES,LTD D G R E E Asphalt Shingles TECHNICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) 476T0045 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995 PRODUCT DESCRIPTION Armourshake"'m 18-1/2" x 374/8", 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. DynastyTTM 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. Kankakee&Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only. NordicTTM 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. CambridgeTm 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. Kankakee,Sumas& Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Toronto) r I s - - " ATM D 3161 Class F self-sealing, 3-tab asphalt shingle with CRC Supe g as ® 13 1/4" x 39 3/8 , S g, p g (Calgary, Hawkesbury& fiberglass mat coated on both sides with asphalt and surfaced with granules complying Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. MarathonTTM Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 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) i Marathon"m 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Sylacauga) fiberglass mat coated on both sides with asphalt and surfaced with granules complying with ASTM D 3462. Hip&RidgeTTM 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. 1 Armour StarterTm 13-1/4"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 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. l CREEK IKO INDUSTRIES,LTDI Asphalt Shinglesles TECHNICAL SERVICES, LLC INSTALLATION Armourshake'rm Basic Wind Max. 194 mph (Sumas) Basic Wind Speed Vasd__ Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing _ construction. Deck Non-HVHZ): An olidly sheathed in accordance with FBC requirements. Underlayment: 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 Pattem"or"6 Nail Pattem"detailed below. ._Stafida rd;4ppl icatlon, R q res 5 tJails/Faste ieis Flai1'Llht:' - :Aiigriment Figure 1. Armourshake- 5 Nail Pattern (Non-HVHZ only) :N.ailing:-Steep SlopesfHlgh'Wind Areas Appllcatlons- Ra�uir��s,Naifsf�ast�na Nall Llne� ' Aligrinient. NatclAlignme�it t+Fotchs: t._ es: Figure 2. ArmourshakeTm 6 Nail Pattern IKO19002 FL30310 Page 4 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. Y ` -- CREEK ���� IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC Royal Estate"m I Basic Wind Speed(V„it): Max. 194 mph (Toronto) i Basic Wind Speed(Vasa) Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing j construction. f Deck(Non-HVHZ): Solidi sheathed in accordance with FBC requirements. Underla ment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing, shingles at slopes greater than 21:12. Installation(HVHZ): T Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. i € Shingles shall be attached using "6 Nail Pattern" detailedi below. r 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. I Sti:�n ci�,rt3:Applicatiri, R�c�uTres:4 f�ailsJFast��eis i 17 4; I _ I hI ails 3 Figure 3. Royal Estate TM 4 Nail Pattern (non-HVHZ only) Steep'5lope/N'igti'.`4Viaid;AppllcatSbris 'i Reej'utfes6 Nails/Fa`scenes i Naiis � Figure 4. Royal Estate TM 6 Nail Pattern I~ IKO19002 FL30310 Page 5 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 IKO INDUSTRIES,LTD a. Asphalt Shingles TECHNICAL SERVICES, LLC DynastyTm _Basic Wind Speed(V„it): _ Max. 194 mph (Calgary(Non-HVHZ), C Basic Wind Speed(Vasa): I Max. 150 mph Hawkesbury, Kankakee 8, Deck(HVHZ): In accordance with FBC requirements; Sumas(Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing and _ _construction. Deck(Non-HVHZ): ) Solidly sheathed in accordance with FBC requirements. NordicTm (—Underlayment: 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 shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. ArmouYan� Standard Application Requires 4 Nails/Fasteners ` - •' ---------------------------------------------- 4 ArmourZone Figure 5. DynastyTm and NordicTm 4 Nail Pattern non-HVHZ onl 4zn. Steep Slope/High Wind Applications Requires 6 Nails/Fasteners I�- ��'>:_ ":Cam�tona�ond - ----------- ------------ ----------------------- -1rE7 r7 [7 �4" ArmourZone Figure 6. DynastyTm and NordicTm 6 Nail Pattern IKO19002 FL30310 Page 6 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 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 r IKO INDUSTRIES,LTD, CREEK Asphalt Shingles TECHNICAL SERVICES, LLC CambridgeTM' T Basic Wind Speed V„it : I Max. 194 mph (Calgary(Non-HVHZ), Basic Wind Speed(Vj, Max. 150 mph 1 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): Solidly sheathed in accordance with FBC requirements. and C Underla ment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to, CRC BiltmoreTm 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)& 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 Pattem"or"6 Nail Pattern"detailed below. ':,1+1 i1:Line C.orn rnoW 86nii Standard Application Requires 4 Nails/Fasteners - - - - - - - - - - - - - - Nail Line Figure 7. Cambridge"'" and CRC Biltmore"m 4 Nail Pattern (non-HVHZ only) Ndililne Camtrioh'Sond Steep Slope/High Wind Applications Requires 6 Nails/Fasteners - - - - - - - - - - - - Nail Line Figure 8. Cambridge""' and CRC BiltmoreTm 6 Nail Pattern IK019002 FL30310 Page 7 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 IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC CRC Su er lass rm Basic Wind Seed Vui�. Max. 194 mph (Calgary(Non-HVHZ), C Basic Wind Speed (Vasa): 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. 15/32 in. plywood existing and { construction. Deck Non-HVHZ): T Solidly sheathed in accordance with FBC requirements. Marathon""" Plus AR Underlayment: r 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 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'"' Installation and manufacturer's published installation (Sylacauga) 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 I Figure 10. CRC Superglass"'", MarathonTM Plus AR and Marathon""" 6 Nail Pattern , IKO19002 FL30310 Page 8 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 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 .r Asphalt Shingles TECHNICAL SERVICES, LLC Hi &Ridge- 12 Basic Wind Speed Vuit: Max. 194 mph 9 P P ( ) --p (Kankakee&Sylacauga) Basic Wind Speed (Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed! min. 19/32 in. plywood or wood plank for new construction;': Min. 15/32 in.plywood existing construction. C Deck Non-HVHZ)_ Solid!y sheathed in accordance with FBC requirements. 7 Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-5/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. i The direction of the exposed end shall be away from the prevailing wind. Perforation Marks irecti®n ot-prevaifling wind' - ;.. .. f Nails 1 1 1 5 1 1 _ � t 1 1 1 ' •�1 1'Taper Cut 1 6-1/4" 1 Figure 11. Hip& RidgeTm 12 IKO19002 FL30310 Page 9 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 K IKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC Armour StarterTm Basic Wind — Sp 194 mpt r _(Sumas) Basis Wind SpeedMud):_ Max. 150MP _ _ T 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): Solidl sheathed in accordance with FBC re uirements. ` I Underla ment: In accordance with FBC requirements. Min.slope_ _ r_2:12 and in accordance with FBC requirements_ _ j 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 j Match Color STARTER COURSE to Selected 1" and 13" from Each End Armourshake Shingle Figure 12.Armour Starter'"" Leading Edge Plus rm i Basic Wind Speed(V„it): Max. 194 mph (Hawkesbury) Basic Speed V.sdY Max. 15 rmph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed j 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. �) r Underla ment: 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. 5tat�diet�ApplieadiSii._ R$qui�aE;#Nr1lsfFascar�+s I 1'-from E®cfi End 1 3.to 4"tram Haltom ✓ Figure 13. Leading Edge PlusT" IK019002 FL30310 Page 10 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 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. CREEKj,� IKO INDUSTRIES,LTD V R E E I 1 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 manufacturers 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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ��i �,,•�G�PR.......pR.''� 2019.08.15 No 74021 2/4—1 -. 14.22.07 - -0400' oo '.• STATE OF 0,0* .•� Q. :��: Zachary R. Priest, P.E. '�i�F '• O R t.�•••�j��.`� Florida Registration No.74021 ss'j0NA' 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. I' END OF REPORT I IK019002 FL30310 Page 11 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 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.