Loading...
HomeMy WebLinkAboutProduct Approval MIAMbDAD1= MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy Interwrap,Inc. 32923 Mission Way Mission,BC,Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TT,UDL TF, UDL TTMC-300,RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera• NOA No.: 140603.18 MIAMMAne MR TY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TT,UDL TF, UDL TTMC-300,RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance,for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities.Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium®UDL-25 PLUS 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I&H side coated with UV protected and slip resistant Location#1 &#3 polymer stabilized polypropylene on both sides. Titanium®UDL-30 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I&H sides coated with UV protected and slip resistant Location#1&#3 polymer stabilized polypropylene on both sides. Titanium®UDL-50 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I&II sides coated with UV protected and slip resistant Location#1&#3 polymer stabilized polypropylene on both sides. UDL TT 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I&II side coated with UV protected and slip resistant Location#1 polymer stabilized polypropylene on both sides. UDL TF 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I&II sides coated with UV protected and slip resistant Location#1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I&H sides coated with UV protected and slip resistant Location#2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42"x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I&II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 MIAMI•DAD;yffCOUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42"x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42"x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location 43 Type I and Il sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location 93 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36"x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer-coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. MLI 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Renort Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-001A ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity I ERD I15010.05.10 ASTM D4798/D226 05/14/10 I38010.08.11 ASTM D226 08/11/11 I35520.08.11 ASTM D2523/D1781 08/17/11 NOA No.: 14-0603.18 MIAMI-DA nECOUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 i INSTALLATION SPECIFICATIONS: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF, RhinoRoof U 10,RhinoRoof U 15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF, RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF, RhinoRoof U10,RhinoRoof U15,RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami-Dade approved corrosion resistant tin-caps and 12 gauge 1 1/4"annular ring-shank nails, spaced 6"o.c. at all laps and three staggered rows fastened 12"o.c.in the field of the roll. 4. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF, RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles,Non-structural metal roofing, - and quarry slate.Titanium®UDL-30,Titanium®UDL-50,UDLTTMC-300,UDL TT,UDL TF,RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications;Titanium®UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer,consisting of a Miami-Dade approved TAS 103 self- adhering underlayment. (See current NOA listing of approved TAS 103 self-adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium®UDL-50, UDL TTMC-300,UDL TT,UDL TF,RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA No.: 14-0603,18 MIAMI-DADE counmr Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped,refer to manufacturer's published literature for product compatibility. 5. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL_TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium®UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium® UDL-25 PLUS, Titanium®UDL- 30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603,18 MIAMI•DAD,COUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 2/20/2017 Florida Building Code Online .wee,... - - ^5V I F-ioill BCIS Home ! Log In user Registration Hot Topic Submit surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks search Florida r '!Product Approval ��yyrr pp I � �` USER:Public User Z i"esa�Ft�+�ltro�i Product Approval Menu>Product or Apollcation Search>Application List>Application Detail =,l___= v.i❑ i FL# FL18355-112 -- Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 2305 kerri__eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Address/Phone/Email 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 UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shinoles.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code https:/Anrww.floridabuilding.orgtpr/pr app df.aspx?param=wGEVXQwtDgwosrHazGXQW83MPT3uafK°/`2fwzvJ5jeSATGIJHAHmKgOw%3d%3d 1/2 2/20/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Summary of Products FL* Model,Number or Name Description 18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R2 II TBP15001.2 FBC 2014 Product Evaluation Approved for use outside HVHZ:Yes Report Shingles.ndf 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 FL38355 R2 AE TBP15001 2 FBC 2014 Product Evaluation Report Shingles.odf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 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: ' Rigz- Credit Card Safe https:/Avww.floridabuilding.org/pr/pr app o.aspx?param=wGE\/XQwtDquvosrHazGXQW83MPT3uofKg/o2fwzvJ5jeSATGIJHAHmKgOw°/g3dg/g3d 2/2 CREEK Certificate of Authorization No.29824 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2015 220 West 4`h Street Joplin,MO 64801 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS Frederick,MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(201.3)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 10CA50498 ASTM D 3462 2009 UL LLC(TST9628) IOCA64882 ASTM D 3161 2009 UL LLC(TST9628) 1INK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-112 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. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seal@ 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. GlassSeal 12-1/4"x 36",ASTM D 7158, Class H self-sealing,37tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with. mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral,granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FI-18355-R2 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vut): Max.194 mph (Frederick,Joplin& Basic Wind Speed(V,-,d): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. 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 5-1/8 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 5-1/8-inch 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. NAILS -« * 1n Nailing 6-M Area - -----------------_-__.._._._._____.__----__---- --- 5-118" Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattem(Non-HVHZ only) NAILS _ _ _ _ _ u Nailing rea g -----------:—......-:-•---- — — `---------------•-----•--- 7 5-118" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.2 FL18355-R2 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 DING BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage® Basic Wind Speed(Vwt): Max..194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ); In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min.. 15/32 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min: 15/32 in. plywood or wood plank for Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) 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 5-5/8 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 5-5/8 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. FASTENERS NAIL ZONE COMMON BOND 6-118" EXPOSURES-6/8" 1" I1111-- 12-11211-►r- 12-318" 12-112"--►I �1" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate.(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE /COMMON BOND 6'1� EXPOSURE 5-5/8" 1'� h-7-1/2"-�-7-112"-�-7�I8'�7-1/2"-►�-7-1/2"-►� N-1" Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.2 FL18355-R2 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC NAIL ZONE! FASTENERS COMMON BOND 6-1i$° Eou RE 5518" ±1 11-4 �7-1)2+7-1&+740+412+7-la� �f-1" Figure 5. Heritage®Woodgate 6 Nail Pattern -►I1°�1"�f12-1/2" „ Common Bond FASTENERS tm t :0C-0 Loa th id E I i .t 39-3/8" — Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7/8" _ _JNAI L.ZON E 64/8„ EDGE OF COMMON, BOND EXPOSURE 5-ra/8 ACCEPTABLE E FASTENER LOCATION DO NOT FASTEN ALONGEDGE OF COMMON BOND \Z;0- PREFERRED 4-FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above TBP15001.2 FI-18355-R2 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(Vut): Max. 194 mph (Frederick) Basic Wind Speed(Vz,,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): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. 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 in. exposure in accordance with RAS.115 and manufacturer's published installation instructions. Shingles shall beattached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 '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. NAIL ZONE/ FASTENERS COMMON BOND 5112 IXPOSURE 5" lilt 12" —►�-11 n� �1 n Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! FASTENERS COMMON BOND cs,. 5112" EpoSURE 5" 911--+3+91/2 14-111 Figure 9: Heritage®Premium(Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 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. TAMKO BUILDING PRODUCTS CREEKAsphalt-Shingles TECHNICAL SERVICES, LLC .Heritage®Woodgate Basic Wind Speed(V gt): Max. 194 mph (Frederick) Basic Wind Speed(V,-,d): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. 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 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. NAIL ZONE/ FASTENERSCOMMON BOND T 5-112" EXPOSURE Y 1'A [gii- 1114 -+-12-3/8"-011111- 11" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattem (non-HVHZ only) NAIL ZON EI FASTENERSFEXPOSUIE'S" COMMON BOND mc� T--"q 5'112" 1"00000� h- 9-112" 9�18" 3'+l�F 9-112" 1111-1" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern i TBP15001.2 FL18355-R2 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintages Basic Wind Speed(V,dt): Max. 194 mph (Phillipsburg) 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): In accordance with FBC requirements; Solidly sheathed min: 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. 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 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 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattem"or"6 Nail Pattern"detailed below. ave nbun 6., Fangs ore — — — — — — — — — — — — — — — 17-W 5" Fxpwuie 9•la` 41AS 9-VIr Hd—yVS �+-1PJ6•� �+-10-�•� Figure 12, Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) 4TR i110uh Fast"= N�9 zam 1711r 57 Figure 13. Heritage®Vintageso 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(Vmt): Max.194 mph (Frederick&Joplin) Basic Wind Speed(V sd): 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): In accordance with FBC.requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for .new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements., Installation: Installed with 5-1/8 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. Direction of prevailing wind Start �5-1/8" exposure here- -1 II Start Figure 1 here 5.1/8"exposure S3 lip --- •� Fastener Fastener �8» Figure 2 1,4 Figure 3 „ Figure 14. Hip&Ridge(Frederick&Joplin) T131315001.2 FL18355-112 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(Vwt): Max..194 mph (Phillipsburg) 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): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 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. Direction prevailing wind Start 5" exposure here- Fn] ere -1 II Start e Figure 1 511 exposure low 1•• Fastener ,,�I Fastener Figure 2 1/4P Figure 3 Figure 15. Vintage®Hip&Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC LimiTAT10NS 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) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) 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. 6) Shingles shall be installed_starting at the eave in horizontal layers such that the laps shed water from the deck. 7) 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. 8) 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 5t'Edition(2014)as evidenced in the.referenced documents submitted by the named manufacturer. 'R GAP - 2015.12.14 No 74021 = 13:44:19 -05'00' :?3O STATE OF .'411 •. <v. •.�4 O P•:N_��` Zachary R. Priest, P.E. '�SS/ONA�-E Floridar`�`, Organization No!ANE96 1021 �rrnn�� 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 TBP15001.2 FL18355-R2 Page 11 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.