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HomeMy WebLinkAboutBitumen Underlayment10/5/2020 Florida Building Code Online Business & Professional Regulation., ScIS Home Log In user Registration Hot Topics Submit Surcharge Stats & Facts Pubhcauons Contact Us BCIS Site Map Links Search U pr "`'j Product Approval { USER: Public User Product Agorovat Menu > Product or ARplication Search > Qgplication List > Application Detail FL # FL30541-Rl Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Beacon Sales Acquisition, Inc. (CT) Address/Phone/Email 505 Huntmar Park Drive Suite 300 Herndon, VA 20170 (860)471-9834 stewart.staples@alliedbuilding.com Authorized Signature Stewart Staples stewart.staples@alliedbuilding.com Technical Representative Mark Harner Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 UL LLC Quality Assurance Contract Expiration Date 03/27/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL30541 R1 COI 2020 01 COI NIEMINEN.pddf Standard Year ASTM D1970 2015 ASTM D4601 2012 ASTM D4798 2011 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgvkxlowF%2bRZxhOj3J8%2b4olbPgQc5ljPBAZCoUBX34Rt3w%3d%3d 1/2 1015/2020 Certified By Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summery of Products FL # Model, Number or Name 30541.1 TRI-BUILT Roof Undedayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-555 Other: 1.) The listed design pressure pertains to one underlayment system for use under adhesive -set the roof systems. Refer to ER Section 5.6.3 for details and other underlayment system options. 2.) Refer to ER Section 5 for Limits of Use. Method 1 Option D 03/26/2020 03/31/2020 04/03/2020 06/02/2020 07/30/2020 Description Modified bitumen roof underlayments Installation Instructions FL30541 R1 II 2020 03 23 FINAL ER BEACON UNDERLAYMENTS FL30541- Rl.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL30541 R1 AE_2020 03 23 FINAL ER BEACON UNDERLAYMENTS FL30541 R1.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2-601 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.:: Priva y 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: M PPW*--' ® cr: rK f. M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvkxlowF%2bRZxhOj3J8%2b4olbPgQc5ljPBAZCoUBX34Rt3w%3d%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 EVALUATION••• Beacon Sales Acquisition, Inc. Evaluation Report im-CTR-I9-FBCER.10.19-RI 505 Huntmar Park Drive, Suite 300 FL30541-RI Herndon, VA 20170 Date of Issuance: 10/11/2019 (610) 893-5400 Revision 1: 03/23/2020 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: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements 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 "NEMOletc. 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 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 OF The facsimile seal appearing was authorized by Robert +'+Fs�7,�`Q�,�' Nieminen, P.E. on 03/23/2020. 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 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. ©2019 NEMO ETC, LLC ONEMO I etc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by Beacon Sales Acquisition, Inc., have demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date NEMO Evaluation Report 11610.09.08-R18 01/24/2018 NEMO Cross -Reference FBC Product Cross Listing 09/26/2019 NEMO Cross -Reference FBC Product Cross Listing 03/23/2020 UL, LLC. (QUA9625) Quality Control Service Confirmation 11/13/2019 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: TRI-BUILT SAT Base is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment; meets ASTM D1970. TRI-BUILT SA Plybase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D1970. TRI-BUILT SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment; meets ASTM D1970, ASTM D6164, Type I, Grade G and FRSA/TRI April 2012. 4.2 Torch Applied Underlayments: TRI-BUILT Granulated Torch is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment; meets ASTM D6222, Type I, Grade G. 4.3 Asphalt Applied Underlayments: TRI-BUILT SBS Cap is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment; meets ASTM D6164, Type I, Grade G. 4.4 Mechanically Attached Underlayments: TRI-BUILT SA Nailbase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment for use as a mechanically attached base -layer in multi -ply underlayment systems; meets ASTM D4601, Type II. S. 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 This Evaluation Report is not for use in FBC HVHZ jurisdictions. NEMO ETC, LLC. Evaluation Report lm-CTR-I9-FBCER.10.19-R3 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL30541-RI TRI-BUILT Roof Underlayments; (610) 893-5400 Revision 1: 03/23/2020 Page 2 of 8 ONEMOjetc. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 TRI-BUILT 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 (Authority Having Jurisdiction) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: y- TABLE 1: ROOF COVER OPTIONS Asphalt Nail -On Foam -On Mortar- Wood Underlayment Metal Shakes & Slate Shingles Tile Tile Set Tile Shingles TRI-BUILT SAT Base Yes No No No No Yes Yes TRI-BUILT SA Cap Yes Yes Yes Yes No Yes Yes See 5.5.1 TRI-BUILT Granulated Torch No Yes Yes Yes No Yes Yes See 5.5.1 TRI-BUILT SBS Cap No Yes Yes Yes No Yes Yes See 5.5.1 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval Underlayments Dow TileBond'" FL22525 TRI-BUILT SA Cap or TRI-BUILT SBS Cap ICP Adhesives Polyset® AH-160 FL6332 TRI-BUILT SA Cap, TRI-BUILT Granulated Torch or TRI-BUILT SBS Cap 5.6 Allowable Substrates: 5.6.1 TRI-BUILT SAT Base, TRI-BUILT SA Plybase or TRI-BUILT SA Cap self -adhered to: New or existing plywood; ➢ Karnak 108 Asphalt Primer, Karnak 89 Sta-Tack Primer or ASTM D41 primed new or existing plywood; Karnak 108 Asphalt Primer, Karnak 89 Sta-Tack Primer or ASTM D41 primed structural concrete. TRI-BUILT SBS Cap in hot asphalt to: Karnak 108 Asphalt Primer or ASTM D41 primed structural concrete. TRI-BUILT Granulated Torch torch -applied to: ➢ Karnak 108 Asphalt Primer or ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanically Attached Base Sheet or Adhered Base Ply: ➢ TRI-BUILT SAT Base, TRI-BUILT SA Plybase or TRI-BUILT SA Cap self -adhered to: TRI-BUILT SA Nailbase or ASTM D226, Type I or II felt. ➢ TRI-BUILT SA Cap self -adhered to: TRI-BUILT SA Plybase. ➢ TRI-BUILT SBS Capin hot asphalt to: ASTM D226, Type I or II felt or ASTM D4601, Type 11 base sheet or TRI-BUILT SAT Base. ➢ TRI-BUILT Granulated Torch torch -applied to: ASTM D226, Type I or II felt or ASTM D4601, Type II base sheet or TRI-BUILT SAT Base. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance NEMO ETC, LLC. Evaluation Report 1m-CTR-I9-FBCER.10.19-R1 Certificate of Authorization#32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL30541-R1 TRI-BUILT Roof Underlayments; (610) 893-5400 Revision 1: 03/23/2020 Page 3 of 8 ON EMO I etc. 5.6.3 Wind Resistance for Underlayment 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 or mortar -set tile 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 or mortar -set 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 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Karnak 108 Asphalt Primer or ASTM D41. Base Sheet: TRI-BUILT SAT Base, self -adhered. Underlayment: TRI-BUILT SBS Cap, applied in hot asphalt or TRI-BUILT Granulated Torch, torch -applied. #2 Maximum Design Pressure = -555 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Karnak 108 Asphalt Primer, Karnak 89 Sta-Tack Primer or ASTM D41. Base: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #3 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Karnak 108 Asphalt Primer, Karnak 89 Sta-Tack Primer or ASTM D41 Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #4 Maximum Design Pressure = -127.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Karnak 108 Asphalt Primer, Karnak 89 Sta-Tack Primer or ASTM D41 Joints: Min. 4-inch wide strips of TRI-BUILT SA Plybase, self -adhered over all plywood joints. Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #5 Maximum Design Pressure = -37.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: ASTM D226, Type II felt or TRI-BUILT SA Nailbase Fasteners: 12 ga., 1Y4-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #6 Maximum Design Pressure = -45.0 nsf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT FG Base Sheet 3 SQ Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: TRI-BUILT SBS Cap, applied in hot asphalt or TRI-BUILT Granulated Torch, torch -applied. #7 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT FG Base Sheet 3 SQ Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: TRI-BUILT SBS Cap, applied in hot asphalt or TRI-BUILT Granulated Torch, torch -applied NEMO ETC, LLC. Evaluation Report Im-CTR-I9-FBCER.10.19-R1 Certificate ofAuthoriration #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL30541-R1 TRI-BUILT Roof Underlayments; (610) 893-5400 Revision 1: 03/23/2020 Page 4 of 8 NNEMOletc. #8 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT SA Nailbase Fasteners: Min. 1-inch long, 12 ga. Simplex Metal Cap Nails Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c, at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #9 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT SA Nailbase Fasteners: 12 ga., 1Y4-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #10 Maximum Design Pressure = -67.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT FG Base Sheet 3 SQ Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the sheet. Underlayment: TRI-BUILT SBS Cap, applied in hot asphalt. #11 Maximum Design Pressure = -75.0 osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT SA Nailbase Fasteners: 12 ga., 1Y inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. #12 Maximum Design Pressure = -90.0 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT FG Base Sheet 3 SQ Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: TRI-BUILT SBS Cap, applied in hot asphalt or TRI-BUILT Granulated Torch, torch -applied. #13 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT FG Base Sheet 3 SQ Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: TRI-BUILT SBS Cap, applied in hot asphalt or TRI-BUILT Granulated Torch, torch -applied #14 Maximum Design Pressure = -105.0 Dsf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: TRI-BUILT SA Nailbase Fasteners: 12 ga., 1Y4-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) TRI-BUILT SA Plybase, self -adhered. Underlayment: TRI-BUILT SA Cap, self -adhered. 5.6.3.1 All other direct -deck, adhered TRI-BUILT underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of -45 psf. NEMO ETC. LLC. Evaluation Report 1m-CTR-I9-FBCER.10.19-R1 Certificate of Authorization#32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL30541-R1 TRI-BUILT Roof Underlayments; (610) 893-5400 Revision 1: 03/23/2020 Page 5 of 8 ON EMO I etc. 5.6.3.2 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 1A. 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 WD1, 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: TRI-BUILT SAT Base shall not be left exposed for longer than 180-days after installation. TRI-BUILT SA Cap, TRI-BUILT Granulated Torch or TRI-BUILT SBS Cap do not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 180 days. TRI-BUILT SA Nailbase or TRI-BUILT SA Plybase, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 5.8 Tile Slippage Limitations (per FRSA/TRI April 2012 (04-12)): 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. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope TRI-BUILT SBS Cap All Max. 10-tile stack 4:12 TRI-BUILT Granulated Torch All Max. 10-tile stack 6:12 TRI-BUILT SA Cap Flat Max. 6-tile stack (4 over 2) 6:12 Lugged Max. 6-tile stack (4 over 2) 5:12 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with Beacon Sales Acquisition, Inc. 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 primed the substrate (if applicable). 6.3 TRI-BUILT SA Nailbase or TRI-BUILT SA Plybase: TRI-BUILT SA Nailbase and TRI-BUILT SA Plybase are limited to use as a base or mid -layer in multi -ply underlayment systems beneath TRI-BUILT SA Cap. Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with Beacon Sales Acquisition, Inc. published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. NEMO ETC, LLC. Certificate of Authorization k3245S 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (610) 893-5400 Evaluation Report lm-CTR-I9-FBCER.10.19-Rl FL30541-R1 Revision 1: 03/23/2020 Page 6 of 8 ONEMOjetc. 6.4 TRI-BUILT SAT Base or TRI-BUILT SA Cap: Shall be installed in compliance with current Beacon Sales Acquisition, Inc. published installation requirements and FBC 1507 for the type of prepared roof covering to be installed. Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. Consult Beacon Sales Acquisition, Inc. instructions for the 6-inch end laps, T-seam detailing and back -nailing requirements. Tile Applications (TRI-BUILTSA Cap only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.3 herein. 6.5 TRI-BUILT Granulated Torch: TRI-BUILT Granulated Torch shall be installed in compliance with current Beacon Sales Acquisition, Inc. published installation requirements. TRI-BUILT Granulated Torch shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. Consult Beacon Sales Acquisition, Inc. instructions regarding back -nailing requirements. Tile Applications: For use in tile applications, TRI-BUILT Granulated Torch is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.2). For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and Heat Applied "Cap Sheet", Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.3 herein. 6.6 TRI-BUILT SBS Cap: TRI-BUILT SBS Cap shall be installed in compliance with current Beacon Sales Acquisition, Inc. published installation requirements. TRI-BUILT SBS Cap shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. Consult Beacon Sales Acquisition, Inc. instructions regarding back - nailing requirements. Tile Applications: For use in tile applications, TRI-BUILT SBS Cap is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and Hot Asphalt applied "Cap Sheet", Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.3 herein. NEMO ETC, LLC. Evaluation Report lm-CTR-I9-FBCER.10.19-R1 Certificate of Authorization#32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL30541-Rl TRI-BUILT Roof Underlayments; (610) 893-5400 Revision 1: 03/23/2020 Page 7 of 8 ONEMOjetc. 6.7 Tile Staging (TRI-BUILT SA Cap, TRI-BUILT Granulated Torch or TRI-BUILT SBS Cap): 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 Beacon Sales Acquisition, Inc. published requirements for tile staging. Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12), must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction (Authority Having Jurisdiction) in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) ASTM D1970 TRI-BUILT SA Plybase ASTM D4601 TRI-BUILT SA Nailbase Little Rock, AR ASTM D6164 TRI-BUILT SBS Cap ASTM D1970, ASTM D6164 & FRSA/TRI April 2012 TRI-BUILT SA Cap ASTM D6222 TRI-BUILT Granulated Torch Shakopee, MN ASTM D1970 TRI-BUILT SAT Base 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT — NEMO ETC, LLC. Evaluation Report lm-CTR-I9-FBCER.10.19-RI Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL30541-R1 TRI-BUILT Roof Underlayments; (610) 893-5400 Revision 1: 03/23/2020 Page 8 of 8