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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 SCANNED BY ram- Lucie,C Y�"� t. }j W. x �F-• l�,�1 aif�4r�i1 .j�� ,+, - •_ � .:; r � -� -. .�.... � F r .-...�...e.-� Ct� S �i?a�v`9f� Z��.,1�F��'�-,,.,�.�.�[.�1�,'-,~^-'.�.r-..'�'1",'.t 8C1S Home t. Cog In i User Registration : Hot Tonics Submit Surcharge � Stats & Facts � Publications FBC Stag i KIS Slie Map. Links Search �' tilba Product Approval USER: Public 11ser P oductAonroval Menu > Product or Apylicatiom5eartN,> Aoolication Urst > Application D.etnil FL # FL1046 RS Application Type Revision Code Version 2017 Application Status Approved Comments Archivedt Product Manufacturer Johns Manville Address/Phone/Email. P.O. Box 5108 Denver, CO 80217 (303) 978-4879 codes@jm.com Authorized Signature 'Chris McBride codes@jm.com Technical Representative Address/Phone/Email 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 a: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robeit Nieminen the Evaluation Report' Florida license PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expii-ation: Date 06/23/2019 Validated By John W. Knezevich, PE' Validation Checklist - Hardcopy Received Certificate of Independence FL1046 R8 COI 2017 01 COI Nleminen.pdf Referenced Standard and Year (of Standard) Standard Yaar, ASTM D6164 2011 ASTM D6222 2011 ASTM D6223 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By Sections from the Code. http://www.flondabuildinc,.org/pr/pr_app_dti.aspx?param=wGEVXQw#DnudsDrIH6148%... `1/15/241.8 Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 1046.1 Johns Manville APP Modified APP Modified Bitumen Roof Systems Bitumen Roof'Systents Limits of Use Approved for use in HVEIZ:No Installation -Instructions FL1646 118 TI 2017 10 FINAL Al ER JM MODBrf APP FL1046- R8: d Verified By: Robert'Nieminen PE759166 treated by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-315 Othem 1.) The design pressure noted herein pertains to one specific assembly within the ER, Refer:to<the Evaluation Reports FL1046 R8 AE 2017 10 FINAL -ER JM MODBrr APP FL1046- RS,odf ER Appendix for all systems and design pressure limitations. 2.) Refer to ER Section 5 for Limits of Use. 1 CYeated;by Independent Third Party: Yes Back Next Contact Vs: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850 -0B7-1624. The State of Florida is an AA/EEO employer. Coovriaht2007-2013 State of Florida.:,. Privacy Statement.:: AtcessiblliN Statement Refund Statement Under Florida law, emai addresses am public remnis. If you do trot want your e•maii address released In response to a public -records request, do notsend electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pleaso contact 850:487.1395. 'Pumuantto Section 455,27S(1), Florida. Statutes, effective October 1, 2012, Ilcenseas Ifcensed under Chapter455, 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.emait.addresses are.public record. If you do not wish to supply a personal address, please provide the Departmentwith an email addresswhich can be made available to the public. To determine if you area lkensee under Mapter 455, FS., please elide here . Product Approval Accepts: m E: I.,w q tiff M Credit :a Safe- t;C%'4ii'3t�(lltis`CI�IC.4' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrlff6I48%o... 1/15/2018 �t ... 4 TRINITY ER[J :APPENDIX1rA7TACHh1EMRECtUIREMEMFOR_ IND;UPLIFTRESISTAfQCE,, Table Deck Application Type Description Page 1A-1. Wood New; Reroof (Tear -off). A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 IA-2 Wood New Reroof (fear -Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1B Wood New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 4, SC Wood New, Reroof (Tear -Off),, Recover C Mech, Attached Insulation, Bonded Roof Cover 5 1D Wood New, Reroof (Tear -off), Recover D Prelim, Attached Insulation, Mech. Attached Base Sheet, Bonded. -Roof Cover S 1E-1. Wood' New, Reroof(Teat-Off) E NonFlnsulated,'Mech. Attached Base;sheet;'Bonded Roof Cover": 6' - 1E4 Wood New, Reroof.(Tear-Off), Recover E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 6 2A Steel or structural concrete New, Reroof,(Tear,Off),_Recover B Mech. Attached Base Insulation, Bonded Top Insulatfon, Bonded Roof Cover 7-11 2B Steel or Structural concrete New, Reroof (Tear -Off), Recover C Mech, Attached insulation, Bonded Roof Cover 12 2C Steel or Structural concrete New; Reroof (Tear" -Off), Recover D Prelim, Attached Insulation, Mech. Attached Base3heet; Bonded Roof Cover 13 3A Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 14-15 •313 Structural concrete New, Reroof{Tear-qff) F Non -Insulated,. Bonded Roof Cover is 4A-1 LWIC New, Reroof -[Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 16 4A-2 LWIC New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 17-18 4B LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 19 SA CWF New, Reroof (Tear -Off), Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 68 Gypsum Reroof (Tear-rOff) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20 7 various Recover A-1 Bonded Insulation, Bonded Roof Cover 21-22 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority -Having Jurisdiction. Wind load resistance of the roof deck shall be documented through proper codified: and/or FBC Approval documentation. - 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: r' Z Wood Deck; Ultra Fast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates. Minimum 0;75-inch plywood penetration or minimum 1-inch wood plank embedment. > Steel' Deck: UltraFast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates; Minimum 0J5-inch steel penetration and engage the top flute of the steel deck. 3 Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Struct cone, Fasteners with UltraFast Metal Plates (flat bottom only), Minimum 1-inch embedment. Fasteners installed with apilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be anyone layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board, Invinsa Roof Board or Invinsa. Foam that meets the OA 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. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for, or Installed below the rigid insulation board for System TypeD (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deckshall be of equal or greater configuration to the steel and concrete deck listings. 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, S. Preliminary insulation attachment for System Type D: Refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). xterfor "arch and Design, LLC. d/b/a Trinity ( ERD Certifcote ofAuthorrzo ron �35b —� Prepared by: Robert Nieminen, PE-59166 Evaluation Report J9340.07,0B-RS for FL1046-RB 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2017 i`vi11FARP__Mos11f1ed 6itumen_Rocf Systems; (330) 978-4879 Appendix 1, Page 1.of2Z. Certificate of AuthoTtlonyi9503 Prepared by: Robert Nieminen, PE-59166 L E .1TRINITY 6: 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. S- Hot asphalt (HA): Full coverage at 25-30 lbs/square i JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-inch wide rib bons,.12-inch o.c, or full coverage at 2.0 ga11syuare 3 JM Two -Part Urethane Insulation Adhesive (UTA,TWO-PART): Continuous 0.75-inch wide ribbons, 12--inch o.c. Note: JM Green Two -Part Urethane Insulation Adhesive may be used where U/A-TWO-PART is referenced. Y JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.757inch wide ribbons,12-inch o.c, 3M CR-20: Continuous 2.S to 3.5-inch ribbons, 12-inch o,c. Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -foyer a distance of one-half the ribbon spacing. ➢ 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. 7. Unless otherwise noted, all insulations are flaYstock or taper board of the minimum thickness noted. Tapered-polyisocyanurate at the following thickness limitationsmay be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather If MOP listing below meets or exceeds that listed for a particular system in the tables, then thethinner'board listed below may used as a drop -in for the equivalent thicker material listed in the table: D JM Two -Part Urethane Insulation Adhesive:(UTA-TWO-PART): MOP -315.0 psf (Min. 0.5-Inch thick). Y JNi Roofing System Urethane Adhesive (RSUA): MOP -157,5 psf (Min. 0.5-inch thick) i 3M CR-20: MOP 417,5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially 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 26, 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 WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard HAS 217 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 1-20 (January.2016) for Zone 2/3 enhancements. 10. For assemblies where all.components are fully adhered, 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. 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 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-I,,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System.Type D, the insulation is optional. Alternatively, an FBC Approved coverboard may be used as a separator board, preliminarily attached prior to roof cover installation. The existing roof system shall be suitable for a recover application. 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 1917.4.2, Point 1. and Design, LLC. d/b/a Trinity IERD Evaluation ReportJ9340.07.08-R5 for FL1046-R8 6' EDITION (2017) FBC NON-HVHZ EVAWAT16M Revision 5: 10/14/2017 rnidleAPP-Modifled Bitumen Roof Systems; (330) 979-4879 Appendix 1, Page-2 of 22 f K4' TRINI Y'ERD T CONSTRUCTION oR,REROOF = ABLE 1E 1": WOOD DECKS .NEW r SYSTE)Vl7YPE:E NON INSULgTED,MECHAiV1CAEiYA7TACj' D�BA5E5F1£ET,BOh1 'EDROOFCCVER System Deck Base Sheet Roof Cover (Note 15) Slip.Sheet MDP (psf) No.. (Note 1) Base Fasteners Attach Ply Cap Min. 19/32 (Optional) One or more layers Two plies of PermaPly $2:ga.,1-5/$-inch diameter In caps 9-inch o:c. in 4 inch lap and 124rich c.c. In (Optional) APP-TA -52:5 inch plywood P&maPly 28, loose laid below 28. orVentsulation with 11 ga. annular ring shank nails two, equally spaced,_staggered center rows APP<TA s' TABLE 1E 2 WOOD DECKS NEW CONSTRUCTION, REROOF (TEAR OFF) oR RECOVER SYSTEM 7YPI: E NON WSDIAT!~Ll, M£CHANlC�Li Y ATTACKED BASISHEET; Bi)NDED F204F COVER x System Deck Base Sheet Roof Cover (Note 15) slipsheet MDP'(psf)' base Fasteners Attach ply Cap No. (Note 1) W-12' Min. 19M2- (Optional) Ore, ar'more layers JM APP Base, PermaPly28,. Note 2 12-Inch ox. in 4-Inch lap and 18-lnch,o.c. in (Optional) APP TA -410° Inch plywood Perm.aRly28, loose laid below 6lasbase Plus or V.entsulation two, equally spaced, staggered center Tows APP-TA Min. 15/32- (Optional), One or more layers Dynai Fast 180 HW or High'Load'Fasteners and APB 18-inch ox, within the min. min. 4-inch wide, (Optional) APP TA 45:OR W-13 inch PermaPly 28, loose laid Dyna Fast 250 HW Plates or High Load Plates beat -welded side laps. A,PP-TA' W-14 Min..19/32- (optional) One or more layers Two plies of'PermaPly 28 or Note 2 9?inch ox, In.4-inch lap and 12-inch o.c: in (Optional) APP-TA -52.5 inch plywood PermaPly28, loose laid below Ventsulatlon two, equally spaced, staggered center rows APP=TA LLC. d/b/a Trinity IERD EVALUATION Prepared by; Robert NleminoM.P&59166 Johns Evaluation Report J9340.07.08-115for FL1046-98 Revision 5: 10/14/2017 Appendix 1, Page 6 of 22