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HomeMy WebLinkAboutEVALUATION REPORTZI SCANNED BY St. Lucie County MEMO I etc. Certificate of Authorization #31455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE - TEST CONSULT CERTIFY EVALUATIONREPORT Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-RS One Owens Corning Parkway FL11602-RS Toledo, OH 43659 Date of Issuance: 11/03/2008 (740) 321-6345 Revision 5: 04/19/2018 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: Titanium' 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 I 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 "NEMOIetc. 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 7 Prepared by: q2V Robert J.M. Nieminen, P.E. ' •A• cT/^,:` The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida OCA ANE1983 '::>,; ����".�• Nieminen, P.E. on 04/19/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. 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 NEMOletc. 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. NNEMOJetc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium'" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the intent of the following sections of the 6" Edition (2017) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section 1507.1.1, R905.1.1 Exception 1507.1.1, R905.1.1 Exception 1507.1.1, T1507.1.1, 1507.2.9.2 1507.3.3 TAS 110 TAS 110 Property Unrolling, Breaking Strength, Pliability Tear Strength Physical Properties Physical Properties Accelerated Weathering Pull -through resistance Standard Year ASTM 0226 2009 ASTM D1970 2015 ASTM D1970 2015 FRSA/TRI April 2012 (04-12) 2012 ASTM D4798 2011 TAS 117(B) 1995 Entitv Examination Reference Date ERD (TST6049) Physical Properties 115010.04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties 135520.06.11 06/15/2011 ERD (TST6049) ASTM D226 138010.08.11 08/11/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-331-02-02 10/03/2017 PRI (TST5878) ASTM D3970; Tear strength OCF-332-02-02 10/03/2017 PRI (TST5878) ASTM D3970; Tear strength OCF-334-02-02 10/03/2017 PRI (TST5878) TAS 117(B); Pull -through OCF-422-02-02 04/03/2018 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4.1 Self -Adhering Underlayments: 4.1.1 TitaniumTM PSU-30 is an unrelnforced polymer modified bitumen material adhered to the underside of a polymer - coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. Meets ASTM D2970 as a single -layer and meets FRSA/TRI April 2012 when used in 2-ply system. Mechanically Fastened Underlayments: 4.2. TitaniumTM UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception). 4.2.2 TitaniumTM UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception). 4.2.3 Titanium'" UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7lbs/square; meets FBC 1507.1.1 & R905.1.1 (Exception). NEMO ETC, LLC Evaluation Report 111980.11.08-R5 certificate of Authorization 432455 6^EDITION (2017)FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/Z018 Page 2 of 7 *NEMO etc. 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 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium•" 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. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal &Shingles Slate Titanium PSU-3 Yes (Silvassa, I a// es Yes (See 5.5.1) Yes Yes Yes Titan` PSU-30 ntwood, NHJ esNd No` Yes Yes Yes Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium -30 S .(Base Sheet in 2-ply (Basesheat in 2-pty Yes Yes Yes system) system) Tit Ium UDL-50 es No No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. 5.6 Allowable Substrates: Titanium PSU-30: 5.6.1 Direct -Bond to Deck; ➢ New untreated plywood; Existing untreated plywood, primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226, Type I or 11 felt. ➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted). t Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 111980.11.08-RS certificate ofAuthoriration#32455 6" EDITIDN(2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5; 04/19/2018 Page 3 of 7 NNEMO etc. 5.6.3 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A or FBC 1609 for determination of design wind loads. #1 Maximum DesifanPressure =-45psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered #2 Maximum Design Pressure =-30psf•: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30 (Siivassa, India), self -adhered #3 Maximum Design Pressure =-30psf•: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-Inch with min. 32 ga.,1-5/8" diameter tin caps. Spacing: 6-inch o.c, at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered #4 Maximum Design Pressure =-45 psf•: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Fasteners: Spacing: Primer: Underlayment: Titanium UDL-30 (inverted) 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. ASTM D41 primer required at all tin -caps. One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered NEW ETC, LLC Evaluation Report 111980,11.08-RS Certificate oJAuthorization 432455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 4 of 7 NNEMOletc. #5 Maximum Design Pressure =-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps. Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 3A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 (Silvassa, India) shall not be left exposed for longer than 90-days. Titanium PSU-30 (Brentwood, NH) shall not be left exposed for longer than 30-days. 5.8 Tile Slippage Limitations [per FRSA/TRI April 2012 (04-2211: When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). NEMO ETC, LLC Evaluation Report 111980.11.08-RS Certificate of Authorization#32C55 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 5 of 7 ONEMOletc. 6.3 Titanium'" UDL-25, Titanium UDL-30 or Titanium UDL-50: 6.3.1 Shall be installed in compliance with the requirements for ASTM 13226, Type I or II underlayment in FBC Table 1S07.1.1 or R905.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples. 6.3.2.1 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, Vuln 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 Titanium'" UDL-25, Titanium UDL-30 or Titanium UDL- 50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. 6.3.3 Slooes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Minimum attachment shall be 12-inches D.C. vertically and 24-inches D.C. horizontally in accordance with the surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25- inch side (horizontal) laps, resulting in a double -layer application. 6.4 Titanium'" PSU-30: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment In FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover: Cut manageable sections and re -roll with the release film side out. Membrane Application: ➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed side up. ➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into place. ➢ Apply subsequent courses parallel to theeave in a shingle -type, water -shedding manner. ➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches. ➢ If the membrane becomes misaligned, cut the roll and re -start. ➢ Upon completion, inspect the membrane and repair any defects or fish -mouths. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types. NEMO ETC, LLC Evaluation Report 111980.11.08-RS Certificate of Authorization#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-fly Titanium Roof Underlayments Revision 5: 04/19/2018 Page 6 of 7 1N NEMO I etc. 6.4.3 Tile Applications [Titanium PSU-30 (Silvassa, India) onlvl: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging. Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hour cure time after installation, before loading of roofing tiles. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types. 6.5 I Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30 (Silvassa, India), self -adhered. 6.5.2 Non -Tile Applications: Install Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3 followed by Titanium PSU-30 (sllvassa, India) in accordance with Section 6.4. 6.5.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the Instructions noted above as a guideline. For mechanically fastened tile roofing, refer to Owens Corning Roofing and Asphalt, LLC published installation instructions, but not less than the fastener density from FRSA/TRI April 2012 (04-12), Table 1, taking Into account the wider sheet -width. For adhesive -set tile roofing, refer to Section 5.6.3 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging. Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hour cure time after installation, before loading of roofing tiles. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 OA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Spet:(ficatlon Product(s) Mission, BC, Canada FBC 1507.1.1(Exception) Titanium UDL-30; Titanium UDL-50 Qingdao, China FBC 1507.1.1(Exception) Titanium UDL-25; Titanium UDL-30; Titanium UDL-50 Silvassa, India FRSA/TRI 04-12 (2-ply system) Titanium PSU-30 (Silvassa, India) Brentwood, NH ASTM D1970 Titanium PSU-30 (Brentwood, NH) QUALITY19 Intertek Testing Services NA Inc.—QLIA1673; (604) 520-3321 END OF EVALUATION REPORT - NEW ETC, LLC Evaluation Report 111980.11.08-RS Certificate OfAuthonzotion #32455 6" EDITION (20171 FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision S: 04/19/2018 Page 7 of 7 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6' EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4" Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD St. Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued September 25, 2017 SCANNED BY Lucie County 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 Entitv 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)el PRI Construction Materials Technologies (TST5878) 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)el 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 201 oA UL LLC (TST9628) 1OCA50498 ASTM D 3462 2010A UL LLC (TST9628) IOCA64882 ASTM D 3161 2016 UL LLC (TST9628) I INK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)et 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 (ANE11669) 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 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 PRODUCT DESCRIPTION Elite Glass -Seal® (Frederick, Joplin & Tuscaloosa) Glass -Seal (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage® (Dallas, Frederick, Joplin, Phillipsburg Heritage® Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage® Premium (Frederick) Heritage® Vintage® (Phillipsburg) Heritage®Woodgate (Dallas & Frederick) Heritage® Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintage® Hip and Ridge (Phillipsburg) TAMKO BUILDING PRODUCTS Asphalt Shingles 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-114" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass 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. 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 complying with ASTM D 3462. 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 complying with ASTM D 3462. 12" x 36", 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. 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. 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 complying with ASTM D 3462. 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. 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Elite Glass -Seal Basic Wind Speed (Vuii): 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) D ck (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. Unded ment: In accordance with FBC requirements. Min. slop : 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 (H Z): 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-H Z): 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. Area Area Figure 1. Elite Glass -Seal & Glass-S 4 Nail Pattern (Non-HVHZ only) ti Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern 6-711V 718" TBP15001.4 FL18355-134 Page 3 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 [A Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® (Dallas, Frederick, Joplin, Basic Wind Speed (VNI): Basic Wind Speed (V",d): Max. 194 mph 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 manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 6-1/8" I" �- 12-1 /21I Figure 3. Heritages FASTENERS FASTENERS NAIL ZON E COMMON BOND EXPOSU RE 6-618" - 12-1 /2"-� �-111 7-1/2"-l- T-W8"-0[ill-7-1 1 Woodgate (Dallas) �NAIL OOND ►��MMON jK BOND EXPOSURE 5-6/8" Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern FL18355-R4 4 of 11 I ills 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. n CREEK TECHNICAL SERVICES, LLC Figure 6. Heritage®, PAINT 7-7/8' 6-1/8 5. Heritage®VI 6 Nail Pattern Prem 6 Nail PREFERRED FASTENER LOCATION TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ —1114 CO ON BOND T EXPOSURE 518" 12 la I Common Bond ZO rl—b Heritage® Woodgate LZONE 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 TBP15001.4 FL18355-R4 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 TECHNICAL SERVICES, LLC (Frederick) TBP15001.4 Basic Wind Speed (Wit): Max. 194 mph Basic Wind Speed (V.�): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt Shingles 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. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Un rlayment: In accordance with FBC requirements. Min. s e: 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 ( VHZ): 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-H Z): 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. 1 "� — 11 "—►� 12" —+-11 n �-1 Figure 8. Heritage® Premium (Fre rick) 4 Nail Pattern (non-HVHZ only) FASTENERS 1 ,I �g1he y� 9"— +43 91/2° I4-1 F�ig�ure� 9. Heritage® Premium (Frederick) 6 Nail Pattern FL18355-R4 511 L ZONFJ u1MON BOND ZONE/ NON BOND 6 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® Woodgate Basic Wind Speed (V ii): (Frederick) Basic Wind Speed (Vag): Deck (Non-HVHZ): Underlayment: A;tin. slope: (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. 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. ZONE/ NON BOND �T EXPOSURE Y v J.k 1'L.q �— 11" -----12-3/S"--r� in �J �In Figure 10. Heritage® Woodgate Fredlerick) 4 Nall Pattern (non-HVHZ o ly) ZONV MON BOND EXPOSURES' 1"-" � 9-1/2„-0 3l 1014-94VV-43+9.1/2"-� Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-134 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 altdbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (Vu,): (Phillipsburg) Basic Wind Speed (V.s ): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 160 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 manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. aws"re -Mc c Figure 12. Heriftigie@ Vintage® 5 Nail Pattern (no)k-HVHZ only) Figure 13. Heritage® Vintage® 6 Nail Pattern TBP15001.4 FL18355-R4 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 TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,nt): (Frederick & Joplin) Basic Wind Speed (V,,): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation: 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, 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 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. 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 exposure Figure 1 �Ftener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) 3xposure - -- "i eaao-rcy 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 TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V u): (Phillipsburg) Basic Wind Speed (Ve,): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: Of 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 requ Solidly sheathed min. 15/32ia . plywos; od or wood plank for new construction; Min. 711XKn. OSB existing construction. In accordance with F requirements. 2:12 and in accorga6ce with FBC requirements. Installed with ch exposure in accordance with the FBC and manuf urers published installation instructions. The directio of the exposed end shall be away from the prev ' ng wind. wind Figure 1 \ o.. exposure *5A:�ner Figure 2 Figure 15. Vintage® Hip & Ridge (Phillipsburg) FL18355-R4 11 I his 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 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 it in the HVHZ. 4) Classification to ASTM D 7158 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6� Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 2017.09.25 ti.GEN& No 74021 = = 11:31:41 _04r001 ��•• STATE OF '•tG/� :'F% Al�: Zachary R. Priest, P.E. FloridRegistration No. 1 littlNA1110 Organization ation No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 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.