Loading...
HomeMy WebLinkAboutWIP100 UNDERLAYMENTS 6785.1 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Carlisle Coatings & Waterproofing 900 Hensley Lane Wylie, TX 75098 (717) 245-7000 Evaluation Report C39180.12.11-R6 FL6785-R10 Date of Issuance: 12/09/2011 Revision 6: 08/13/2020 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. The products described herein have evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: CCW Roof 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 08/13/2020 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 NEMO|etc. NEMO ETC, LLC Evaluation Report C39180.12.11-R7 Certificate of Authorization #32455 7th EDITION (2020) FBC NON-HVHZ EVALUATION FL6785-R10 Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 7: 08/13/2020 Page 2 of 5 ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: CCW Roof Underlayments, as produced by Carlisle Coatings & Waterproofing, have demonstrated compliance with the following sections of the 7th Edition (2020) 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 1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, R905.2.8.2 Material standard ASTM D1970 2015 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 ERD (TST6049) ASTM D1970 (TX) C41280.10.12 10/05/2012 MTI (TST2508) ASTM D1970 (PA) PX02M0A 01/17/2011 MTI (TST2508) ASTM D1970 (PA) PX13M0B 01/18/2011 ICC-ES (EVL2396) 2018 IBC/IRC Compliance ESR-1556 02/01/2020 ICC-ES (EVL2396) 2018 IBC/IRC Compliance ESR-2206 06/01/2020 NEMO (TST6049) FRSA/TRI (09-18) (PA&TX) 4S-CRL-18-004.12.18-1 12/17/2018 NEMO (TST6049) ASTM D1970 (adhesion) (TX) 4S-CRL-18-004 01/21/2019 NEMO (TST6049) ASTM D1970 & D4798 (PA) 4j-CRL-19-SSUDL-03.A 05/28/2019 NEMO (TST6049) ASTM D1970 (PA) 4j-CRL-19-SSUDL-02.A 06/03/2019 NEMO (TST6049) ASTM D1970 & FRSA/TRI (09-18) (TX) 4S-CRL-18-004.06.19.A 06/12/2019 UL, LLC. (QUA9625) Quality Control TGDY.R18678 Listing 10/18/2010 UL, LLC. (QUA9625) Quality Control Service Confirmation 04/13/2017 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) Description 4.1 WIP 100 ASTM D1970 Carlisle, PA self-adhering, fiberglass reinforced, granule surfaced, rubberized asphalt roof underlayment 4.2 WIP 100SG ASTM D1970 Carlisle, PA self-adhering, fiberglass reinforced, granule surfaced, rubberized asphalt roof underlayment 4.3 WIP 250HT ASTM D1970 and FRSA/TRI (09-18) Carlisle, PA self-adhering, fiberglass reinforced, film surfaced, rubberized asphalt roof underlayment 4.4 WIP 300HT ASTM D1970 and FRSA/TRI (09-18) Terrell, TX self-adhering, coated-polyolefin-composite film surfaced, rubberized asphalt roof underlayment 4.5 WIP 400HT ASTM D1970 and FRSA/TRI (09-18) Terrell, TX self-adhering, polypropylene film surfaced, rubberized asphalt roof underlayment 4.6 WIP GRIP ASTM D1970 Carlisle, PA self-adhering, fiberglass reinforced, film- surfaced, rubberized asphalt roof underlayment NEMO|etc. NEMO ETC, LLC Evaluation Report C39180.12.11-R7 Certificate of Authorization #32455 7th EDITION (2020) FBC NON-HVHZ EVALUATION FL6785-R10 Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 7: 08/13/2020 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 CCW 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 (AHJ) 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 Underlayment Asphalt Shingles (1507.2) Clay and Concrete Tile (1507.3) Metal Slate or Slate-Type Shingles (1507.7) Wood Photovoltaic Shingles (1507.17) Mechanical Attach Adhesive- Set Panels (1507.4) Shingles (1507.5) Shingles (1507.8) Shakes (1507.9) WIP 100 Yes No No No No No Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.1 / R905.1.1.1) WIP 100SG Yes No No No No No Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.1 / R905.1.1.1) WIP 250HT Yes Yes No Yes Yes No Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.1 / R905.1.1.1) WIP 300HT Yes Yes No Yes Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.1 / R905.1.1.1) WIP 400HT Yes Yes No Yes Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.1 / R905.1.1.1) WIP GRIP Yes No No No No No Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes (joint strips, 1507.1.1.1 / R905.1.1.1) 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS Underlayment Primer Substrates WIP 100, WIP 250HT (Optional) CCW-702 or CAV-GRIP plywood WIP 100, WIP 250HT None ASTM D226 felt WIP 100SG CCW-702 or CAV-GRIP plywood WIP 300HT (Optional) CCW-702 or CAV-GRIP plywood, OSB or ASTM D226 felt WIP 400HT (Optional) CCW-702 or CAV-GRIP plywood, OSB or ASTM D226 felt WIP GRIP (Optional) ASTM D41, CCW-550, CCW-702 or CAV-GRIP plywood ASTM D41, CCW-550, CCW-702 or CAV-GRIP OSB NEMO|etc. NEMO ETC, LLC Evaluation Report C39180.12.11-R7 Certificate of Authorization #32455 7th EDITION (2020) FBC NON-HVHZ EVALUATION FL6785-R10 Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 7: 08/13/2020 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 – for mechanically attached base sheets - not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1 (for Two-Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems 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 = -45.0 psf: Deck: APA rated, min. 19/32 in. plywood sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) CCW 702 or CAV-GRIP Underlayment: WIP 250HT, WIP 300HT or WIP 400HT, self-adhered. #2 Maximum Design Pressure = -45.0 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: CCW 702 or CAV-GRIP Underlayment: WIP 400HT, self-adhered. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Maximum Exposure (days) WIP 100 and WIP 100SC 30 WIP GRIP 90 WIP 250HT, WIP 300HT and WIP 400HT 180 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, tile shall be staged atop a fastened batten or toe-board, regardless of slope. NEMO|etc. NEMO ETC, LLC Evaluation Report C39180.12.11-R7 Certificate of Authorization #32455 7th EDITION (2020) FBC NON-HVHZ EVALUATION FL6785-R10 Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 7: 08/13/2020 Page 5 of 5 6. INSTALLATION: 6.1 CCW Roof Underlayments shall be installed in accordance with Carlisle Coatings & Waterproofing 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, and prime the substrate (if applicable) with CCW-702 or CAV-GRIP Primer. Priming is required when temperatures are below 40°F. 6.3 WIP 100, WIP 100SG and WIP GRIP: 6.3.1 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, FBC Approved ASTM D226 felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4 WIP 250HT, WIP 300HT and WIP 400HT: 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, FBC Approved ASTM D226 felt, the felt 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 requirements for a Self-Adhered Membrane in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer’s installation instructions. Refer to 5.8.2 for attachment limitations. Refer to Table 4 for tile staging limitations. 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 named QA entity for manufacturing facilities covered under F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products & production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: UL, LLC. – QUA9625; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT -