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117 Seminole Rd RERF20-0143 8-11-2020 revision_1 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT RESISTO a division of Soprema, Inc. 1640 rue Haggerty Drummondville, QC J2C 5P8 Canada (819) 478-2400 Evaluation Report 7215.06.14-R8 FL17084-R8 Date of Issuance: 06/20/2014 Revision 8: 12/06/2019 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RESISTO Modified Bitumen Roof Systems 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|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 “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 4, plus a 5-page Appendix. 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 12/06/2019. 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 produ cts 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. 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 7215.06.14-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL17084-R8 RESISTO, a division of Soprema, Inc. Revision 8: 12/06/2019 Page 2 of 4 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: RESISTO Modified Bitumen Roof Systems, as produced by RESISTO, a division of Soprema, Inc., have demonstrated compliance with the following sections of the 6th 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 FM 4474 2011 1504.7 Impact FM 4470 2012 1507.6.3 Physical Properties ASTM D1970 2015 T1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties (D6163) S35860.05.12-1-R2 03/14/2013 ERD (TST6049) Physical Properties (D1970) S44870.04.14-1 and -4 04/10/2014 ERD (TST6049) Wind (FM4474) S47190.06.14-2 06/20/2014 ERD (TST6049) Physical Properties (D1970) SOPC-SC8970.15 07/22/2015 ERD (TST6049) Wind (FM 4474) SOPC-SC9315.07.15 07/22/2015 ERD (TST6049) Physicals (D1970) SOPC-SC8970.08.15 08/31/2015 ERD (TST6049) Physicals (D6163) S43400.08.14-5-R1 05/03/2017 FM Approvals (TST1867) FM 4470 3B1A0.AM 01/08/1998 FM Approvals (TST1867) FM 4470 797-08591-267 08/14/2013 NEMO (TST6049) Physical Properties (D6163) 4S-SOPC-18-003.11.18 01/14/2019 NEMO (TST6049) Criticality 4i-SOPC-19-SSCRT-02.A 10/16/2019 NEMO (TST6049) Wind (FM 4474) 4a-SOPC-19-LSWUS-01 (data) 11/14/2019 PRI (TST5878) Wind (FM 4474) SOP-089-02-01 07/22/2016 PRI-CMT (TST5878) Physical Properties (D6222) PRS-026-02-01 10/28/2016 PRI (TST5878) Wind (FM 4474) SOP-104-02-01 10/31/2016 PRI (TST5878) Physical Properties (D4601) SOP-105-02-01 11/28/2016 PRI (TST5878) Criticality (TAS 117) SOP-080-02-02 12/16/2016 PRI (TST5878) Wind (FM 4474) SOP-119-02-01 04/14/2017 PRI (TST5878) Wind (FM 4474) SOP-128-02-01 08/18/2017 UL LLC (QUA9625) Quality Control Service Confirmation 05/30/2018 NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL17084-R8 RESISTO, a division of Soprema, Inc. Revision 8: 12/06/2019 Page 3 of 4 4. PRODUCT DESCRIPTION: This Evaluation Report covers RESISTO Modified Bitumen Roof Systems installed in accordance with RESISTO published installation instructions and the Limitations / Conditions of Use herein. The following RESISTO membranes make up the subject systems. TABLE 1: ROLL-GOODS FOR RESISTO MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Base Sheets SOPRA-G ASTM D4601 N/A II MODIFIED SOPRA-G ASTM D4601 N/A II SA Nail Base ASTM D4601 N/A II Base Ply RESISTO LB1236 ASTM D1970 N/A II SA Smooth Ply 40 ASTM D1970 N/A N/A SA Base ASTM D6163 S I RESISTO BITUTAK MB SMOOTH ASTM D6222 S I Cap Ply SA Cap GR ASTM D6163 G I SA Cap FR GR ASTM D6163 G I RESISTO BITUTAK MB SMOOTH ASTM D6222 S I RESISTO BITUTAK MB MINERAL ASTM D6222 G I 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 HVHZ jurisdictions. 5.3 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. 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, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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. 5.8 For assemblies with all components fully bonded in place, 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. 5.9 For mechanically attached insulation or membrane over existing roof 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. NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL17084-R8 RESISTO, a division of Soprema, Inc. Revision 8: 12/06/2019 Page 4 of 4 5.10 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 with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 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 in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. For non- RESISTO components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the component manufacturer. 6. INSTALLATION: 6.1 RESISTO Modified Bitumen Roof Systems shall be installed in accordance with RESISTO published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. “MDP” = 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 FBC 1609 for determination of design wind loads. 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 noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC – QUA9625; (414) 248-6409, karen.buchmann@ul.com - THE FIVE (5) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 for FL17084-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 8: 12/06/2019 ©2019 NEMO ETC, LLC RESISTO, a division of Soprema, Inc.; (819) 478-2400 Appendix 1, Page 1 of 5 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 2 1B Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Rof Cover 2 1C Wood New, Reroof (Tear-Off) or Recover C Mechanically Attached Insulation, Bonded Roof Cover 2 1D Wood New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 3 1E Wood New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 3-4 1F Wood New, Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 4 1G Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 5 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Fasteners shall be of sufficient length for minimum 0.75-inch penetration through the wood deck. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer’s published instructions. ➢ RESISTOBOND: Continuous 0.5 to 0.75-inch wide ribbons, max. 12-inch o.c. ➢ DuPont INSTA STIK Quik Set Insulation Adhesive (INSTA STIK): Continuous 0.75 to 1-inch wide ribbons, max. 12-inch o.c. ➢ OMG OlyBond 500: Continuous 0.75 to 1-inch wide ribbons, max. 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 5. Unless otherwise noted, all insulations are flat-stock or taper board of the minimum thickness noted. 6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 7. For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and 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 WD-1, 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. 8. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 9. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qual ified 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. 10. For existing substrates in a bonded recover or re-roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) 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 in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 11. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 12. ”MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 for FL17084-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 8: 12/06/2019 ©2019 NEMO ETC, LLC RESISTO, a division of Soprema, Inc.; (819) 478-2400 Appendix 1, Page 2 of 5 TABLE 1A: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer(s) Primer Roof Cover MDP (psf) Type Attach (Notes 6&7) Type Attach (Notes 6&7) Base Ply Ply Cap Ply W-1. APA rated, 7/16 CAT, 0.418 in., Exposure 1 OSB, min. 15/32” APA rated plywood or nominal 1” T&G wood plank Min. 1.5-inch ACFoam II, SOPRA- ISO s, H-Shield or SOPRA-ISO r RESISTOBOND, INSTA STIK or OlyBond 500, 12” o.c. (Optional) Additional layers(s) base insulation RESISTOBOND, INSTA STIK or OlyBond 500, 12” o.c. (Optional) RESISTO EXTERIOR PRIMER RESISTO LB1236, self- adhering (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -52.5 TABLE 1B: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Layer(s) Top Insulation Layer Primer Roof Cover MDP (psf) Type Fasten Attach Type Attach (Notes 6&7) Type Attach (Notes 6&7) Base Ply Ply Cap Ply W-2. APA rated, 7/16 CAT, 0.418 in., Exposure 1 OSB, min. 15/32” APA rated plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8- inch diameter tin caps with 12 ga. annular ring shank nails 8-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three equally spaced rows in the center of the sheet Min. 1.5-inch ACFoam II, SOPRA-ISO s, H-Shield or SOPRA-ISO r RESISTOBOND, INSTA STIK or OlyBond 500, 12” o.c. (Optional) Additional layers(s) base insulation RESISTOBOND, INSTA STIK or OlyBond 500, 12” o.c. (Optional) RESISTO EXTERIOR PRIMER RESISTO LB1236, self- adhering (Optional) RESISTO BITUTAK MB SMOOTH, torch- applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -30.0* TABLE 1C: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Primer Roof Cover MDP (psf) Type Fasteners Attach Base Ply Ply Cap Ply W-3. Min. 15/32-inch plywood at max. 24-inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, SOPRA-ISO s, H-Shield, SOPRA-ISO r Soprema #12 DP Fasteners with Soprema 3” Metal Insulation Plates 1 per 1.6 ft2 (Optional) RESISTO EXTERIOR PRIMER SA Smooth Ply 40 None SA Cap GR or SA Cap FR GR -67.5 W-4. Min. 15/32-inch plywood at max. 24-inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, SOPRA-ISO s, H-Shield, SOPRA-ISO r Soprema #12 DP Fasteners with Soprema 3” Metal Insulation Plates 1 per 1.6 ft2 (Optional) RESISTO EXTERIOR PRIMER RESISTO LB1236, self- adhering (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -67.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 for FL17084-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 8: 12/06/2019 ©2019 NEMO ETC, LLC RESISTO, a division of Soprema, Inc.; (819) 478-2400 Appendix 1, Page 3 of 5 TABLE 1D: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover MDP (psf) Type Attach Type Fasten Attach Base Ply Ply Cap Ply W-5. APA rated, 7/16 CAT, 0.418 in., Exposure 1 OSB, min. 15/32” APA rated plywood or nominal 1” T&G wood plank One or more layers, min. 1- inch, any combination Loose- laid MODIFIED SOPRA-G Trufast #12 DP with Trufast 3” Metal Insulation Plates 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced center rows (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -120.0 TABLE 1E: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Primer Roof Cover MDP (psf) Base Fasten Attach Base Ply Primer Ply Cap Ply W-6. APA rated, 7/16 CAT, 0.418 in., Exposure 1 OSB SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 12 ga. annular ring shank nails 8-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced rows in the center of the sheet None RESISTO LB1236, self- adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -30.0* W-7. Min. 7/16-inch OSB or min. 15/32-inch plywood SOPRA-G or MODIFIED SOPRA-G 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 6-inch o.c. at the 4-inch laps and 6-inch o.c. at four (4), equally spaced, staggered center rows RESISTO EXTERIOR PRIMER SA Base RESISTO EXTERIOR PRIMER None SA Cap GR or SA Cap FR GR -37.5* W-8. Min. 19/32-inch plywood SOPRA-G 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 7-inch o.c. at the 4-inch laps and 7-inch o.c. at three (3), equally spaced, staggered center rows RESISTO EXTERIOR PRIMER SA Base RESISTO EXTERIOR PRIMER None SA Cap GR or SA Cap FR GR -37.5 W-9. Min. 15/32-inch plywood SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced, staggered center rows None (Optional) SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -45.0 W-10. Min. 15/32-inch plywood SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced, staggered center rows None RESISTO LB1236, self- adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -45.0 W-11. Min. 15/32-inch OSB or min. 15/32-inch plywood SOPRA-G 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 6-inch o.c. at the 4-inch laps and 6-inch o.c. at four (4), equally spaced, staggered center rows RESISTO EXTERIOR PRIMER SA Base RESISTO EXTERIOR PRIMER None SA Cap GR or SA Cap FR GR -45.0 W-12. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced center rows None (Optional) SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -60.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 for FL17084-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 8: 12/06/2019 ©2019 NEMO ETC, LLC RESISTO, a division of Soprema, Inc.; (819) 478-2400 Appendix 1, Page 4 of 5 TABLE 1E: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Primer Roof Cover MDP (psf) Base Fasten Attach Base Ply Primer Ply Cap Ply W-13. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced center rows None RESISTO LB1236, self- adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -60.0 W-14. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 0.120” x 1.25” ring shank roofing nails 6-inch o.c. at the 4-inch laps and 6-inch o.c. at three (3), equally spaced center rows None (Optional) SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -90.0 W-15. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 0.120” x 1.25” ring shank roofing nails 6-inch o.c. at the 4-inch laps and 6-inch o.c. at three (3), equally spaced center rows None RESISTO LB1236, self- adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -90.0 W-16. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 0.120” x 1.25” ring shank roofing nails 4-inch o.c. at the 4-inch laps and 4-inch o.c. at four (3), equally spaced center rows None (Optional) SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -105.0 W-17. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base 32 ga., 1-5/8-inch diameter tin caps with 0.120” x 1.25” ring shank roofing nails 4-inch o.c. at the 4-inch laps and 4-inch o.c. at four (3), equally spaced center rows None RESISTO LB1236, self- adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -105.0 TABLE 1F: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Primer Roof Cover MDP (psf) Base Fasten Attach Base Ply Primer Ply Cap Ply W-18. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base Trufast #12 DP with Trufast 3” Metal Insulation Plates 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced center rows None (Optional) SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -127.5 W-19. Min. 19/32-inch plywood or nominal 1” T&G wood plank SA Nail Base Trufast #12 DP with Trufast 3” Metal Insulation Plates 8-inch o.c. at the 4-inch laps and 8-inch o.c. at three (3), equally spaced center rows None RESISTO LB1236, self- adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -127.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 7215.06.14-R8 for FL17084-R8 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 8: 12/06/2019 ©2019 NEMO ETC, LLC RESISTO, a division of Soprema, Inc.; (819) 478-2400 Appendix 1, Page 5 of 5 TABLE 1G: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Notes 1 & 6) Primer Roof Cover MDP (psf) Base Ply Primer Ply Cap Ply W-20. Min. 7/16-inch OSB or min. 15/32-inch plywood RESISTO EXTERIOR PRIMER SA Base RESISTO EXTERIOR PRIMER None SA Cap GR or SA Cap FR GR -45.0 W-21. Min. 15/32-inch OSB None SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -67.5 W-22. Min. 15/32-inch OSB RESISTO EXTERIOR PRIMER SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -75.0 W-23. APA rated, 7/16 CAT, 0.418 in., Exposure 1 OSB, min. 15/32” APA rated plywood (Optional) RESISTO EXTERIOR PRIMER RESISTO LB1236, self-adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -97.5 W-24. Min. 15/32-inch plywood None SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -105.0 W-25. Min. 15/32-inch plywood RESISTO EXTERIOR PRIMER SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -112.5 W-26. Nominal 1” T&G wood plank (Optional) RESISTO EXTERIOR PRIMER RESISTO LB1236, self-adhering None (Optional) RESISTO BITUTAK MB SMOOTH, torch-applied RESISTO BITUTAK MB SMOOTH or RESISTO BITUTAK MB MINERAL, torch-applied -135.0