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HomeMy WebLinkAbout2110-0142 Product Approval SA-V SA-P (1)(1)IF kh i ? „ tI . Professional'-gA r�Omwa BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links Search ba Product Approval 1WUSER: Public User pr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10497-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Mule -Hide Products Co., Inc. Address/Phone/Email 1195 Prince Hall Dr Beloit, WI 53511-5481 (608) 365-3111 Ext809 lindar@nemoetc.com Authorized Signature Timothy McFarland lindar@nemoetc.com Technical Representative Tim McFarland Address/Phone/Email 1195 Prince Hall Dr Suite A Beloit, WI 535115481 (608) 365-3111 tim.mcfarland@mulehide.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System 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 12/21/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL10497 R8 COI 2020 01 COI NIEMINEN.pdf Standard Year ASTM D4601 2012 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL1897 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summary of Products FL # Model, Number or Name Description 10497.1 Mule -Hide Modified Bitumen Roof APP and SBS modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL10497 R8 II 2020 11 19 FINAL Al ER MH MODBIT FL10497- R8.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-480 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application relates Evaluation Reports to one particular assembly over concrete deck. Refer to FL10497 R8 AE 2020 11 19 FINAL ER MH MODBIT FL10497- R8.lqdf the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 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.:: Privacy 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: Credit Gard Safe NNEMO I etc. APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE DESCRIPTIONTABLE DECK APPLICATION TYPE 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 7 1D Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 8 1E Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 8-11 1F Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-14 1G Wood New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 14-18 1H Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-24 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 25 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 26-27 213 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 27-31 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 32 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Membrane, Bonded Roof Cover 33 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 34-41 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 41 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-45 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 4C Lightweight concrete New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 46-48 5A Cementitious wood fiber Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 49 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 49-50 5C Cementitious wood fiber Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-52 6B Existing gypsum Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 53-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1 The roof system evaluation herein 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. 2 Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. NEMO ETC, LLC Evaluation Report M10000.03.08-R8 for FL10497-R8 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 8: 11/19/2020 ©2018 NEMO ETC, LLC Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 1 of 57 NNEMO I etc. 10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 11 For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWIC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION APP-SA Cap Ply SA APP Cap Sheet, SA APP Cap Sheet FR, SA APP KoolCap, SA APP KoolCap FR (APP, Self -Adhering) Note: Self -adhering membranes shall not be installed over APP-TA or SBS-SA-H membranes. Self -Adhering Base Ply or Ply One or more plies APP Torch Base Premier, APP Torch S Premier, APP Torch Base/Cap APP-TA (APP, Torch -Applied) Cap Ply APP Torch S Premier, APP Torch G Premier, APP Torch G FR Premier, APP Torch Base/Cap, APP Torch G, APP Torch G KoolCap, APP Torch -Applied Torch G FR KoolCap SBS-SA-H Base Ply Torch Base SA Self -adhering (followed (SBS, Self -Adhering, Hybrid Systems) by torch -applied sheet) Base Ply One or more plies SA Base Sheet, SA Base Sheet FR SBS-SA Cap Ply SA SBS Cap Sheet, SA SBS Cap Sheet FR Self -Adhering (SBS, Self -Adhering) Note: Self -adhering membranes shall not be installed over APP-TA or SBS-SA-H membranes. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED BY ADHESIVE -APPLIED INSULATION PER TABLE 3A: OPTION VAPOR BARRIER MDP # PRIMER INSULATION ADHESIVE (PSF) TYPE (NOTE 15) APPLICATION C-VB-1. 702 Primer F5 Air and Vapor Barrier Self -adhering Helix 2 LRA, Helix 2 LRA-5GJ or Helix 2 LRA-DC (RIBBON, 12-inch -67.5 o.C.) C-VB-2. 702 LV Primer F5 Air and Vapor Barrier Self -adhering Helix 2 LRA, Helix 2 LRA-5GJ or Helix 2 LRA-DC (RIBBON, 12-inch 97 5 o.C.) C-VB-3. CAV-GRIP Primer F5 Air and Vapor Barrier Self -adhering Helix 2 LRA, Helix 2 LRA-5GJ or Helix 2 LRA-DC (RIBBON, 12-inch -127.5 o.C.) NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Evaluation Report M10000.03.08-R8 for FL10497-1118 Revision 8: 11/19/2020 Appendix 1, Page 3 of 57 NNEMO I etc. TABLE 11: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover (Note 15) Deck (Note 1)7 Primer MDP (psf) No. Joint Treatment T Base Ply T Ply Cap Ply SELF -ADHERING BASE PLY: APA rated, 7/16 CAT, OSB joints are covered with 4-inch wide strips of SA W-154 None SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -52.5 0.418 in., Exposure 1 OSB Base Sheet, rolled into place to create continuous bond. W-155 Min. 15/32-inch plywood None None SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -90.0 W-156 Min. 15/32-inch plywood Mule -Hide 121 None SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -97.5 W-157 Min. 15/32-inch plywood (Optional) Mule -Hide 121 Plywood joints are covered with 4-inch wide strips of SA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA 135.0 Base Sheet, rolled into place to create continuous bond. HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY: W-158 Min. 15/32-inch plywood None None SBS-SA-H (Optional) APP-TA APP-TA -90.0 W-159 Min. 15/32-inch plywood Mule -Hide 121 None SBS-SA-H (Optional) APP-TA APP-TA -97.5 Plywood joints are covered with 4-inch wide strips of SA W-160 Min. 15/32-inch plywood (Optional) Mule -Hide 121 SBS-SA-H (Optional) APP-TA APP-TA -97.5 Base Sheet, rolled into place to create continuous bond. NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Evaluation Report M10000.03.08-R8 for FL30497-118 Revision 8: 11/19/2020 Appendix 1, Page 25 of 57