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HomeMy WebLinkAboutRoofnado-FL21895 (2) NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Sentry Building Innovations 1209 Orange Street, Wilmington, New Castle, DE 19801 (843) 735-1773 Evaluation Report 13925.02.17-1-R3 FL21895-R3 Date of Issuance: 02/16/2017 Revision 3: 11/19/2020 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. The product described herein has been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Roofnado™ Synthetic Roofing Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words “NEMO|etc. 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 11/19/2020. 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. ©2018, NEMO ETC, LLC NEMO|etc. NEMO ETC, LLC Evaluation Report 13925.02.17-1-R3 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL21895-R3 Roofnado™ Synthetic Roofing Underlayments Revision 3: 11/19/2020 Page 2 of 5 ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roofnado™ Synthetic Roofing Underlayments, as produced by Sentry Building Innovations, have demonstrated compliance with the following sections of the 7th Edition (2020) 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 1504.3.1 Wind resistance UL 1897 2015 1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, R905.2.8.2 Material standard ASTM D1970 2015 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) Tear strength ASTM D4533 2015 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) Tensile strength ASTM D5035 2011 1507.1.1.1(5) / R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.3.3 / R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date NEMO Evaluation Report 1m-ACT-19-FBCER.08.19-2-R2 11/19/2020 NEMO (TST6049) UL 1897 4L-ACT-18-002.07.18-2 07/05/2018 NEMO (TST6049) AC152 4S-ACT-18-001.10.18-1B 10/08/2018 NEMO (TST6049) FRSA/TRI Manual 4S-ACT-18-001.11.18-2B 11/12/2018 QAI (TST9808) ASTM D1970 RJ5365P-3 04/26/2017 QAI (TST9808) ASTM D1970 (adhesion) RJ5365P-4 06/29/2017 QAI (QUA7628) Traceability/Inspections Service Confirmation 08/12/2019 QAI (QUA7628) Quality Assurance Florida BCIS Current 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) Description 4.1 Roofnado™ AnchorDeck™ 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) India Synthetic polymer-based scrim-reinforced underlayment, consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 2.25 lbs/square. 4.2 Roofnado™ StormTread™ 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) India Synthetic polymer-based scrim-reinforced underlayment, consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 3.80 lbs/square. 4.3 Roofnado™ ShingleLock™ 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) India Synthetic polymer-based scrim-reinforced underlayment, consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 3.80 lbs/square. 4.4 Roofnado™ LapLock™ PSU ASTM D1970 & FRSA/TRI 09-18 United Arab Emirates Self‐adhering underlayment consisting of a synthetic top- facer, polymer modified bitumen and a release liner, available in rolls 36-inch x 67-ft with a nominal 60-mil thickness. NEMO|etc. NEMO ETC, LLC Evaluation Report 13925.02.17-1-R3 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL21895-R3 Roofnado™ Synthetic Roofing Underlayments Revision 3: 11/19/2020 Page 3 of 5 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 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Roofnado™ Synthetic Roofing 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. 5.6 Allowable roof covers: TABLE 1: ROOF COVER OPTIONS FBC NON-HVHZ: 1507.2 1507.3 1507.4 & 1507.5 1507.7 1507.8 & 1507.9 Underlayment Asphalt Shingles Clay and Concrete Tile Metal Slate or Slate-Type Shingles Wood Mechanical Attach Adhesive- Set Panels Shingles Shingles Shakes Roofnado™ AnchorDeck™ Yes No No Yes (residential) Yes (residential) Yes No Roofnado™ StormTread™ Yes No No Yes Yes Yes No Roofnado™ ShingleLock™ Yes No No Yes Yes Yes No Roofnado™ LapLock™ PSU Yes Yes Yes (See 5.6.1) Yes Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) 5.6.1 Adhesive-set tile is limited to use of following underlayment / tile adhesive combinations. TABLE 1A: ALLOWABLE UNDERLAYMENT / TILE ADHESIVE COMBINATIONS1 Underlayment Adhesive Florida Product Approval Roofnado™ LapLock™ PSU ICP Adhesives “Polyset® AH-160” FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates (designed to meet wind loads for project) Type Primer Material(s) Roofnado™ LapLock™ PSU self-adhering Deck / sheathing (Optional) ASTM D41 plywood or OSB Base sheet None ASTM D226, Type II felt 1 Refer to Tile Manufacturer’s or Adhesive Manufacturer’s Florida Product Approval for Overturning Moment Resistance Performance. NEMO|etc. NEMO ETC, LLC Evaluation Report 13925.02.17-1-R3 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL21895-R3 Roofnado™ Synthetic Roofing Underlayments Revision 3: 11/19/2020 Page 4 of 5 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer’s installation instructions, but – for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer’s installation instructions, but not less than Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure = -97.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: Roofnado™ LapLock™ PSU, self-adhered and back-nailed 12-inch o.c. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) Roofnado™ AnchorDeck™, Roofnado™ StormTread™ or Roofnado™ ShingleLock™ Mechanically attached 30 Roofnado™ LapLock™ PSU Adhesive-set tile 90 Mechanically attached 90 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Roofnado™ LapLock™ PSU Flat or Lugged Max. 10-tile stack 4:12 NEMO|etc. NEMO ETC, LLC Evaluation Report 13925.02.17-1-R3 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL21895-R3 Roofnado™ Synthetic Roofing Underlayments Revision 3: 11/19/2020 Page 5 of 5 6. INSTALLATION: 6.1 Roofnado™ Synthetic Roofing 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 check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3 Roofnado™ AnchorDeck™, Roofnado™ StormTread™ or Roofnado™ ShingleLock™: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception), 1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer’s installation instructions. FBC requirements take precedence over the manufacturer’s installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 Roofnado™ LapLock™ PSU: 6.4.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer’s installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type II felt, the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.2 Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer’s installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 8. QUALITY ASSURANCE ENTITY: QAI Laboratories – QUA7628; (604) 527-8378, mlansdowne@qai.org - END OF EVALUATION REPORT -