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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online http://www.floridabuildi rg/pr/pr_app_dtl.aspx?param=wGEVX... qF Busioss Si Pr tP a 1 Era Honda FonalalEOtd aC1S Noma i tng rn US.'Reg5tratioa i. HotTopks i SubmR Surcharge i Stets a Fa= j Pubitationa i Pec Stag ecs Sle Map 1 Wks sea¢h Busines�yhQal l a{�1ProductApproval Professi nIER: PubG User Regulation ProductA croval Menu> Product or Anekatnn Sea¢h> AMStbn Let> Appkatbn Detag FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By . Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By SCANNED BY St. Lucie county FL17084 New 2010 Approved RESISTO, a division of Snc. 1675 me Haggerty Drummondville, NON -US (819) 478-2400 Ext332 memath leu@soprema.ca Marc Mathieu memathieu@soprema.ca Marc Mathieu 1675 me Haggerty Drummondville, NON -US 000 (819) 478-2400 Et 3327 memathieu@soprema.ca A Roofing LIJtie co N .. Modified Bitumen Roof System VOtyi F� Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :�6 Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC 07/29/2017 John W. Knezevich, PE ��7 Validation Checldist - Hardcopy Received FL17084 RO COI 2014 04 COI-Meminen.pdf Standard Y ar ASTM D6163 2000 FM 4470 ppppaaa� 1992 FM 4474 �� 004C, �0 AEe232015 St. tOe,e Cl UI Nty, FC 1 of 2 10/7/2014 1:22 PM D Florida Building Code Online http://www.floridabuHd rg/pr/pr app dtl.aspx?paramwGEVX... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ctrwt.wa.tr t,r or.,nrtt+R Method 1 Option D 06/20/2014 06/24/2014 06/29/2014 08/25/2014 FL # Model, Number or Name Description 17084.1 RESISTO Modified Bitumen SBS modified bitumen roof systems Roof Systems Limits of Use Installation Instructions Approved for use In HVHZ: No FL17084 RO II 2014 06 FINAL Al ER RESISTO MODBIT F1,17084,pjf Verified By: Robert Nieminen PE-59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-45 Evaluation Reports Other: 1.) The design pressure noted herein FL17084 RO AE 2014 06 FINAL ER R MODBIT FL170B4,pd( pertains to one assembly. Refer to ER Appendix Created by Independent Third Party: Yes for all assemblies and maximum design pressures. 2.) Refer to ER Section 5 for Limits of Use. eadi Next, The State of FbMa k an M/EEO empbyer. Covenant 200T-2013 state eI FEXtla.:; hWty Ratament:; ArrmiMM statement :: Rcnmd Stam nent Under Fonda law, email addresses are pubic records. ayou do not want your e-ma0 address released in response to a public -records request, do not send electronic motto this entity. Instant, coMet the offxe by phone or by traditional mall. ayou have any questions, please contact 850.487.1395.'Pursuant to section 455.275(I), 11oMa statutes, effective October 1, 2012, mensees @ensed under Cmpter455, F.S. must provide the Department wth an e:naY addness a they have one. The emaae provided may houses for official communlnatkn with the fcensee. However ema0 addresses are pubik record. V you do not wish to supply a personal address, please provide the Department with an anal address which can be made avaaable to the public. Th determine r you are a aeensee under Chapter 455, fi5., please click has, Pm d b* Approval Aaepts; CredilfAr 2 of 2 10/7/2014 1:22 PM APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WINO UPUFT RESISTANCE Table Deck Application Type Description UTRINITY JERD Page 1A Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2 1B Wood New or Reroof(Tear-Off) F Non -Insulated, Bonded Roof Cover 2 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 AHJ. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM-LPDS 1-29 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. S. 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 TAS 105 or ANSI/SPRI FX-1. 6. For existing substrates In a bonded recover installation, the existing substrate shall be examined for compatibility and bond performance with the selected adhesive to the satisfaction of the AHJ. 7. Unless otherwise noted, refer to. the following references for bonded base, ply or cap sheet applications. TABLE 1: RESISTO ROOF CovEBs Reference Layer Material Application SBS-SA Base SA Base (585, Self -Adhering) Cap SA Cap GR ' Self -Adhering 8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC1609.1.5 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report 7215.06.14 for FL17084 Certificate of Authorization #9503 Date of Issuance: 06/20/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 2 tit �.J TRINITY (ERE) TABLEIA: WOOD DECKS —NEW CONSTRUCTION OR REROOF(TFAR-OFF) SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck See Note 1 ( ) Base Sheet Primer Roof Cover MOP (psf) Base Fasten Attach No. Base Primer Cap Min. 7/16-Inch OSR or Sopra-G or 32 ga., 1-5/8-inch 6-inch o.c. at the flinch laps and RESISTO RESISTO W 1 min. 15/32-Inch plywood Modified Sopm G diameter tin ups with 11 6-Inch o.c. at four (4), equally EXTERIOR SBS-SA EXTERIOR SBS-SA -37.S' ga. annular ring shank nails spaced, staggered center rows PRIMER PRIMER 32 ga., 1-5/8-Inch 7-inch o.c. at the 4-Inch laps and RESISTO RESISTO W-2 Min. 19/32-Inch plywood Sopm-G diameter tin ups with 11 7-inch o.c. at three(3), equally EXTERIOR SBS-SA EXTERIOR SBS-SA -37.5 ga. annular ring shank nails spaced, staggered center rows PRIMER PRIMER Min. 15/32-inch OSB or 32 ga., 1-5/8-inch 6-Inch o.c. at the flinch laps and RESISTO RESISTO W-3 min. 15/32-Inch plywood Sopra-G diameter tin ups with 11 6-inch o.c at four(4), equally EXTERIOR SBS-SA EXTERIOR SBS-SA -45.0 ga. annular ring shank nails I spaced, staggered center rows PRIMER PRIMER TABLEIB: WOOD DECKS— NEW CONSTRUCTION OR REROOF(TFAR-OFF) SYSTEM TYPE F:NON-INSULATED, BONDED ROOF COVER System Root Cover No. Deck (See Note 1) Primer MOP(psf) Joint Treatment Base Primer Cap Min. 7/36-Inch O5B or min. 15/32- W 4 Inch plywood RESISTO EXTERIOR PRIMER None SBS-5A RESISTO EXTERIOR PRIMER SBS-SA -45.0 Exterior Research and Design, U.C. d/b/a Tdnityl ERD Evaluation Report 7215.06.14 for FL17084 Certificate of Authorization #9503 Date of Issuance: 06/20/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 2