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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_Ist.aspx Business & Professional Regulation BCS Home 1 Log In 1 User Registration ! Hot Topics Submit Surcharge Stats A Facts Publications FBC Staff BCIS Site Map Links Search bor RECEIVED t Product Approval gq USER:Public User MAR 2 0 2018 Product Approval Menu>Product or Aoolicatl40..5garLb>APPI tion List ST. Lucie County, P�f1111eCing Search Criteria Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer RESISTO,a division of Soprema, Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications ._........_._..........._...---...._..------......- --- �'-....._._-.._...__.....- f1 Tvoe Manufacturer Validated Byyg - _ _._.. ..... ...._....... ... ._.................._.... _ FL17084-116 Revision RESISTO, a division of Soprema,Inc. John W. Knezevich, PE Approved History Category: Roofing (954)772-6224 Subcategory: Modified Bitumen Roof System 1 __- 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratlfled by the POC and/or the Commission Y necessary. 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Product Approval Accepts: 41 ® -rk'-' Z46* rN Credit Card 0 Safe 1 of 1 3/20/2018,9:53 AM s TRINITY ERS APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New, Reroof(Tear-Off)or Recover C Mechanically Attached Insulation, Bonded Roof Cover 2 1B Wood New or Reroof(Tear-Off) E Non-Insulated, Mech.Attached Base Sheet, Bonded Roof Cover 2 1C Wood New or Reroof(Tear-Off) F Non-Insulated, Bonded Roof Cover 3 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. Base sheet fasteners shall be of sufficient length for minimum 0.75-inch penetration through the wood deck. 3. 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. 4. 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. 5. 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. 6. For bonded membrane over existing substrates in a re-roof(tear off), the existing deck 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 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. 7. "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. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 7215.06.14-R6 for F1.17084-116 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:10/10/2017 Prepared by: Robert Nieminen,PE-59166 RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 1 of 3 C)o TRINITY ERD TABLE 1A: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. Base Insulation Layer (Note 1) Type Fasteners Attach Base Ply Primer Cap Ply (Psf) Min.15/32-inch (Optional)One or more Min.1.5-inch ACFoam II, Soprema#12 DP Fasteners with Z SA Smooth Ply W-1 plywood at max. layers,any SOPRA-ISO s,H-Shield, Soprema 3"Metal Insulation Plates 1 per 1.6 ft 40 None SA CAP GR 67.5 24-inch spans combination,loose laid SOPRA-ISO r TABLE 1B: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Base Sheet Roof Cover Deck(Note 1) Primer MDP(psf) No. Base Fasten Attach Base Primer Cap Min.7/16-inch OSB Sopra-G or 6-inch o.c.at the 4-inch laps and 32 ga.,1-5/8-inch diameter tin caps RESISTO EXTERIOR RESISTO EXTERIOR W-2 or min.15/32-inch Modified with 11 ga.annular ring shank nails 6-inch o.c.at four(4),equally PRIMER SA BASE PRIMER SA CAP GR -37.5` plywood Sopra G spaced,staggered center rows Min.19/32-inch 32 ga.,1-5/8-inch diameter tin caps 7-inch o.c.at the 4-inch laps and RESISTO EXTERIOR RESISTO EXTERIOR W-3 Sopra-G 7-inch o.c.at three(3),equally SA BASE SA CAP GR -37.5 plywood with 11 ga.annular ring shank nails spaced,staggered center rows PRIMER PRIMER 8-inch o.c.at the 4-inch laps and W-4 Min.15/32-inch SA Nail Base with ga.,1-5/8-inch diameter tin caps 8-inch o.c.at three(3),equally None (Optional)SA None SA CAP GR -45.0 plywood with 11 ga.annular ring shank nails spaced,staggered center rows Smooth Ply 40 Min.15/32-inch OSB 6-inch o.c.at the 4-inch laps and 32 ga.,1-5/8-inch diameter tin caps RESISTO EXTERIOR RESISTO EXTERIOR W-5 or min.15/32-inch Sopra-G with 11 ga.annular ring shank nails 6-inch o.c.at four(4),equally PRIMER SA BASE PRIMER SA CAP GR -45.0 plywood spaced,staggered center rows Min.19/32-inch 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c.at the 4-inch laps and (Optional)SA W-6 plywood SA Nail Base with 11 ga.annular ring shank nails 8-inch o.c.at three(3),equally None Smooth Ply 40 None SA CAP GR -60.0 spaced center rows 32 ga.,1-5/8-inch diameter tin caps 6-inch o.c.at the 4-inch laps and W-7 Min.19/32-inch SA Nail Base with 0.120"x 1.25"ring shank 6-inch o.c.at three(3),equally None (Optional)SA None SA CAP GR -90.0 plywood roofing nails spaced center rows Smooth Ply 40 32 ga.,1-S/8-inch diameter tin caps 4-inch o.c.at the 4-inch laps and Min.19/32-inch (Optional)SA W-8 plywood SA Nail Base with 0.120"x 1.25"ring shank 4-inch o.c.at four(3),equally None Smooth Ply 40 None SA CAP GR -105.0 roofing nails spaced center rows at the 4-inch laps andc. Min.19/32-inch Trufast#12 DP with Trufast 3"Metal 8-inch o. (Optional)SA W-9 plywood SA Nail Base Insulation Plates 8-inch o.c.at three(3),equally None Smooth Ply 40 None SA CAP GR -127.5 spaced center rows Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 7215.06.14-R6 for FL17084-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:10/10/2017 Prepared by: Robert Nieminen,PE-59166 RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 2 of 3 TRINITY ERo TABLE 1C: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Roof Cover No. Deck(Notes 1&6) Primer MDP(psf) Joint Treatment Base Primer Cap W-10 Min.7/16-inch OSB or min.15/32- RESISTO EXTERIOR PRIMER None SA BASE RESISTO EXTERIOR PRIMER SA CAP GR -45.0 inch plywood W-11 Min.15/32-inch OSB None None SA Smooth Ply 40 None SA CAP GR 67.5 W-12 Min.15/32-inch OSB RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SA CAP GR -75.0 W-13 Min.15/32-inch plywood None None SA Smooth Ply 40 None SA CAP GR -105.0 W-14 Min.15/32-inch plywood RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SA CAP GR -112.5 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 7215.06.14-R6 for FL17084-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:10/10/2017 Prepared by: Robert Nieminen,PE-59166 RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 3 of 3