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Product Approval r V USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL15216-117 Application Type Revision Code Version 2017 Application Status Approvee Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville, OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Links I search I 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 the Robert Nieminen Evaluation Report - Florida -License -- PE-59166 --. Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE ,e. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15216 R7 COI 2020 01 COI NIEMINEN.pdf Standard ASTM D1970 (tear) ASTM D226 (physicals) ASTM D4533 (tear) ASTM D4798 TAS 117(B) Year 2015 2009 2015 2011 1995 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGB1 uXH3UJw7iV8%2f6fWNGQ1Q%3d%3d 1/2 5/26/2020 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/12/2020 02/13/2020 02/14/2020 04/07/2020 FL # Model, Number or Name Description 15216.1 RhinoRoof U20, ABC Pro Guard 20 Synthetic roof underlayments and SRS TopShield TS20 Roof Underlayments Installation Instructions L15216 R7 II 2 2 02 13 FINAL ER OWENS ORNING RHINOR OF FL15216-R7.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL15216 R7 AE 2020 02 13 FINAL ER OWES CORNING RHINOROOF FL15216-R7,pdf Created by Independent Third Party: Yes 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 ER Section 5 for Limits of Use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85 -40 87-1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 Stale of Florida.:: Privacy 51atement :: Accessibility Statement :: Refund Statemennt 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 emaiis 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 Ajppro�val Accepts: 1_J l�l Credit Card Safe https:llwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv3yWKJZIQRAdhy12u8kQGB1uXH3UJw7iV8%2f6fWNGQ1Q%g3d%3d 2/2 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION••• Owens Corning Roofing and Asphalt, LLC Evaluation Report 140510.02.12-118 One Owens Corning Parkway F1.15216-117 Toledo, OH 43659 Date of Issuance: 02/17/2012 (740) 321-6345 Revision 8: 02/13/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance'documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO 1 etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 4 Prepared by:- _r. a`4P0. , Robert J.M. Nieminen, P.E. �! ^•`. ESA .a T` Florida Registration No. 59166, Florida The facsimile seal appearing was authorized by Robert DC4 ANE1983 Nieminen, P.E. on 02/13/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: NEMO_ETC,_LLC does -not -have, -nor does it -intend -to acquire or will it -acquire, a financial interest in any company manufacturing -or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02019 NEMO ETC, LLC ONEMOletc. Product Category: Roofing Sub -Category: U nderlayment Compliance Statement: RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 61' Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, R905.1.1 Exception, Unrolling, Breaking Strength, Pliability ASTM D226 2009 1518.4 1507.1.1, R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1, R905.1.1 Exception Tear Strength ASTM D4533 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 TAS 110 Pull -through resistance TAS 117(B) 1995 3. REFERENCES: Enti Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TST5878) Physical Properties OCF-330-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength (Qingdao) OCF-330-02-02 10/03/2017 PRI (TST5878) TAS 117(B); Pull -through OCF-422-02-01 04/03/2018 PRI (TSTS878) ASTM D226, ASTM D4533 (Tear strength) OCF-464-02-02 12/10/2019 PRI (TST5878) Physicals Properties & AW (Silvassa) OCF-394-02-07.4 01/06/2020 PRI (TST5878) Accelerated Weathering (Qingdao) OCF-464-02-02.2 01/06/2020 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 4.2 43 Product Specification Plant(s) Description RhinoRoof U20 FBC 1507.1.1 & R905.1.1 (Exception) ABC Pro Guard 20 FBC 1507.1.1 & R905.1.1 (Exception) SRS TopShield TS20 FBC 1507.1.1 & R905.1.1 (Exception) Qingdao, China Silvassa, India Multilayered polymer woven coated synthetic roof underlayment Qingdao, China Silvassa, India Multilayered polymer woven coated synthetic roof underlayment Multilayered polymer woven coated synthetic roof underlayment Qingdao, China Silvassa, India 5. LIMITATIONS: __5.1_ This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. NEMO ETC, LLC Evaluation Report 140S10.02.IZ-RS Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ AND HVHZ EVALUATION FL15216-117 RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 Roof Underlayments Revision 8: 02/13/2020 Page 2 of 4 NNEMOletc. 5.4 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Wood Shakes & Slate or Shingles Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes No Yes Yes No ABC Pro Guard 20 Yes No Yes Yes No RS STopShield TS20 Yes No Yes Yes No 5.5 Exposure Limitations: RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 shall not be left exposed for longer than 90-days after installation. INSTALLATION: 6.1 RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 Roof Underlayments shall be installed in accordance with the manufacturer's published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and checkfor protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3 RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20: 6.3.1 NON-HVHZ Jurisdictions: 6.3.1.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer applications. 6.3.1.2 Fasteners: For exposure up to maximum 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. For exposure beyond 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, V„ 1b equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications, when the RhinoRoof U20, ABC Pro Guard 20 or SRS TopShield T520 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. 6.3.1.3 Slopes of 4:12 or Treater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.1.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 22-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. NEMO ETC, LLC Evaluation Report 140530.02.12-118 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ AND HVHZ EVALUATION FLiS216-R7 RhinoRoof U20, ABC Pro Guard 20 and SRS TopShield TS20 Roof Underlayments Revision 8: 02/13/2020 Page 3 of 4 ONEMO j etc. Begin by fastening a 22-inch wide strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 22-inch side (horizontal) laps, resulting in a double -layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.2 { HVHZ Jurisdictions: 6.3.2.1 Shall be installed in a shingle fashion with minimum 4-inch wide side (horizontal) laps and minimum 6-inch wide end laps. 6.3.2.2 Shall be fastened with FBC HVHZ approved corrosion resistant, 1-5/8" diameter tin -caps and 12 gauge 1.25" long annular ring -shank nails (FBC 1517.5) spaced max. 6-inch D.C. at all laps and 12-inch D.C. at three (3) equally spaced rows in the field of the sheet. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for plants covered under Rule 61G20-3 CIA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — ETL/Warnock Hersey — QUA1673; (604) 520-3321; peter.gildenstern@intertek.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 140510.02.12-R8 Certificate of Authorization #32455 61H EDITION (2017) FBC NON-HVHZ AND HVHZ EVALUATION F1.15216-117 RhinoRoof U20, ABC Pro Guard 20 and SRS Top5hield TS20 Roof Underlayments Revision 8: 02/13/2020 Page 4 of 4 1013012019 Florida Building Code Online t�;�7 " Business & Professional Regulation SCIS Home I Log In I Inter RegistmUm t Hot Topic Submit Surcharge Stets & Facts Publications I ,, contact BCIS Site Map Links'd, 7l` PraductAppmwal u�.�4 ^uhliclMer i E3NWG ,egaroval Menu > Product or Application Search > Aoolicatlon Llst> Appncatten Detail FL # 8355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Emall PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kL,rri—eden@tamko.com Authorized Signature Kerti Eden kern edenOtemko.com Technical Representative Kent Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext2305 kerri_eden@tamko.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 the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R4 COI TBP 4 m 7 FB Eval R Dort Shingles fa dj;idf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Year 2016 2010 2011 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 EaM�UL le�gr�rr F nj7r FB j7 of https:ltfloddabuilding.org/prlpr app dtl.aspx?param=wGEVXCtwtDquvosrHaZGXQW83MPT3uofKzDlM2Xu9wu1MmY6PQIJlukQ%3d%3d 1/2 Certificate of Authorization No.19824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 220 West 0 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: 1504.1.1,1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Enti 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 Constriction Materials Technologies (T5T5878) YAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-166-02-01 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 Constriction 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)el PRI Construction Materials Technologies (rST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 10CA50498 ASTM D_3462 2010A _ UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 478611 DS43 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANEI1669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shah 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 PRODUCT DESCRIPTION Elite GlassSeam 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7168, 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. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab 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. N$HtageV 2vd4irs, Frederick, 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules JoplOr, 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® (Phillipsburg) 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate (Dallas & Frederick) 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate (Frederick) .12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles (Frederick & Joplin) 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt 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. TBP15001.4 FL18355-R4 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 TECHNICAL SERVICES, L-LC INSTALLATION Elite Glass -Seal® Basic Wind Speed (VWt): (Frederick, Joplin & Basic Wind Speed (V d): Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7/16 in. OSS existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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 Pattem" detailed below. Installed with 5-1/84nch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either °4 Nail Pattem' or "6 Nail Pattem" detailed below. NAILS MOM Ai 'I Butt fte Figure 1. Elite Glass -Seal & Glass -Seal 4 Nall Pattern (Non-HVHZ only) I F-11 f.'o M8H 5-118" But Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern TBP15001.4 FL18355-R4 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 Heritage* Basic Wind Speed (V,e): (Dallas, Frederick, Joplin, Basic Wind Speed (Ve,d): Phillipsburg & Tuscaloosa) Deck (HVHZ): & Heritages Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): & Heritage@ Woodgate (Dallas & Frederick) Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plyvvood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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 Pattern* or "6 Nail Pattern" detailed below. FASTENERS NAIL ZONE COMMON BOND EXPOSURE 6-6/8" 12-112" ---12-3i$" -- - - 12-1 /2'"� Figure 3. Heritage@, Heritage® Premium, and HeritageO Woodgate (Dallas) 4 Nall Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON ------�r� BOND EXPOSURE 5-6)8" 17-&8-*-_74/2 q4-T-1i 14q — �-1 Figure 4. Heritage@ & HeritageO Premium 6 Nall Pattern TSP15001.4 FL18355-R4 Page 4 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. �Y CREEK TECHNICAL SERVICes, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE! ASTENERS CDfi MbN BONA i6-118" EXP�UR�S 518" Figure 5. Heritage@ Woodgate 6 Nail Pattern 12-1 /2"--i1H1 ' I • .. 39-30 - -� PAINT LINE:. 7-7/8N 6-illy° ® Common Bond Figure 6. Heritage®, Heritage® Premium, $ Heritage® Woodgate Alternate 6 Nall Pattern ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG'EDGE OF COMMON BOND PREFERRED FASTENER LOCATION EXPOSURE 5-518, ZONE Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 maybe placed in the neli zone as described above TBP15001.4 FL18355-R4 Page 5 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 TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V„H): (Frederick) Basic Wind Speed (Vao): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph 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. 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. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattem" detailed below. 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 Pattem" detailed below. NAIL ZONEf COMMON BOND 12"1" Figure 8. Heritage® Premium (Frederick) 4 Nail Pattem (non-HVHZ only) NAIL ZONEf FASTENERS COMMON BOND 51/2" EXPOSU E 5" Figure 9. Heritage® Premium (Frederick) --- 6 Nail Pattem TBP15001.4 FL18355-R4 Page 6 of 11 Thts 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 Heritages Woodgate Basic Wind Speed (Vwa: (Frederick) Basic Wind Speed (Vasa): Deck (Non-HVHZ): Undertayment Min. slope: Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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 Pattern" detailed below. ZONEI WON BOND EXPOSURE s 11"—+—l2-3/B- lift —� 1-1" Figure10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ZONE/ MON BOND T 1 ESURE 5" 1" 9-1/2"-41-3%+-9-=43 - 9.117' i� �4- Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 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 L . - TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (V„n): (Phillipsburg) Basic Wind Speed (V w): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed rein. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nall Pattern" detailed below. Installed with 5 in. 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. �.. a vetch s. Futansts - �� are 1 J-112" r to-avc Figure 12. Heritage® Vintage® 5 Nall Pattern (non-HVHZ only) tl-1/2` g �,suro f f :-7T. r )ITT- 7� f/1�—►�I--7� t liFVl'---� �a 1F1p' Figure 13. Heritage® Vintage® 6 Nail Pattern TBP15001.4 FL18355-R4 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 i TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V n): (Frederick & Joplin) Basic Wind Speed (Vew): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS AsphaR Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind 5-1/8" exposure Figure 1 wposure 5rso 1 y� Fastener ` , �.f _Fastener h' r `f-SifS�• Figure 2 -1%4u Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 ct This evaluation report Is provided for State of Florida produapproval 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. z CREEK TECHNICAL SERVICEs. LLC TAMKO BUILDING PRODUCTS Asphalt Shingles Vintage® Hip & Ridge Basic Wind Speed (V„ 10: Max. 194 mph (Phillipsburg) Basic Wind Speed (Vs,w): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 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 and shall be away from the prevailing wind. Direction prevailing wind exposure 1" Fastener ~3-1/2" Figure 2 1" Fastentrr t5-1/2" 1IV Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001 A FL18355-R4 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. CREEK TAMKO BUILDING PRODUCTS 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 most 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 WHZ. 4) Classification to ASTM D 7168 applies to exposure B & C with a building mean roof height of 60-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 G21-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. IRNP����i C E Ns'Fs-- 2017.09.25 No 74021 - < 11:31:41 =-� : -04�001 STATE 4U 90: E OF .� ���'��•A 4 O R 1 O p'� \_`�� Zachary R. Priest, P.E. ice' & Registraton No. 1 s Organization ation No. ANE11669 0NAs 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 TBP15001.4 FL18355-R4 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.