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HomeMy WebLinkAboutProduct Approval • Q r 0tR ].a� 4 7} r. 110 FloridBCIS Home Log In User Registration I Hot Topics f Submit Surcharge ( Stats&Facts Publications Contact Us , BCIS ite Map ± Links. Search ' a _ � • Product Approval �E�EIVED �.USER:Public User �' 2018 Product Aooroval Menu>Application Detail ►fling DePa�eRt t FL# FL1046-R8 party► K County Application Type Revision St.LU Code Version 2017 Application Status Approved Comments ,\ Archived Q Product Manufacturer Johns Manville Address/Phone/Email P.C. Box 5108 Denver,CO 80217 .303 978-4879 L3 Rick.Martelon@JM.com , `/L ' ® ✓® ®� F(E�/IEVVE SCE Authorized Signature Rick Martelon COMpLIA ! codes@jm.com CODE i ,�LUCIE COUNTY Technical Representative S ■ ®^�'+ Address/Phone/Email B Vv Quality Assurance Representative 1 Address/Phone/Email Category Roofing � COPY 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 Robert Nieminen e.j the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2022 Validated By John W.Knezevich, PE Q Validation Checklist-Hardcopy Received j' Certificate of Independence FL1046 R8 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year a, ASTM D6164 2011 ASTM D6222 2011 ASTM D6223 2011 ASTM D6509 2009 FM.4470 2012 FM 4474 2011 https:/(www.floridabuilding.orgjprJpr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6148%2f hVtiCkOCyWnlmQRDRBXc4%3d 11/14/19, 6:14 AM Page 1 of 2 n Equivalence of Product Standards - Certified By 9 Sections from the Code � Product Approval Method pp Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summa of Products_" FL#,. - Mlodelj'Number or Name Description, 1046.1 Johns Manville APP Modified APP Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Installation Instructions s Approved for use in HVHZ:No FL1046 R8_1 2017—LO—FINAL AER J(_MODBIT APP1FL 046- Approved for use outside HVHZ:Yes R8 Of Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-315 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to Evaluation Reports one specific assembly within the ER.Refer to the ERL1F 046 tM_AE_ OZ 17 FINAL ER JM MODBIT LP _ L1F 046_ Appendix for all systems and design pressure limitations. R8.pd� 2.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO 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 emalls 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 l 455,F.S.,please click here. t Product Approval Accepts: tea.,. Credit Card_ _"- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6148%2fhVtiCkOCyWnlmQRDRBXc4%3d 11/14/19, 6:14 AM Page 2 of 2 UiTRINITYIERD APPENDL(1:ATTACHMENT REQUIREMENTS FORVIND UPLIFT RESISTANCE 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 1A-2 Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 iB Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 4 1C 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 5 1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 6 1E-2 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 Insulation,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 Base Sheet,Bonded Roof Cover 13 3A Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14-15 3B Structural concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15 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 46 LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19 5A 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-Off) 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: ➢ Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ,➢ Steel Deck: UltraFast Fasteners or All Purpose Fasteners with Ultral'ast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute ofthe steel deck. ➢ Structural concrete: All Purpose Fasteners with Ultral'ast Metal Plates or Struct conc.Fasteners with URraFast Metal Plates(flat bottom only). Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board,Invinsa Roof Board or Invinsa Foam that meets the QA requirements of F.A.C.Rule 61620-3 and is documented as meeting FBC 1505.1 and,forfoam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed below the rigid insulation board for System Type D(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 deck shall 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). Exterior Research and.Design,LLC.d/b/a Trinity IERD Evaluation Report J9340.07.08-R5 for FL1046-138 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:10/14/2017 Prepared by: Robert Nieminen,PE-59166 Johns Manville APP Modified Bitumen Roof Systems;(330)978-4879 Appendix 1,Page 1 of 22 r, d ,W TRlf�11` I ER® 6. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square ➢ JM MBR Bonding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o.c.orfull coverage at 2.0 gal/square ➢ 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 UTA-TWO-PART is referenced. > JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c. ➢ 3M CR-20: Continuous 2.5 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-layer 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 flat stock-or taper board of the minimum thickness noted. Tapered polyisocyanu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then thethinner board listed below may be used as a drop-in forthe equivalent thicker material listed in thetable: ➢ JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): MDP -315.0 psf (Min.0.5-inch thick) ➢ JM Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min.0.5-inch thick) ➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocya nu rate 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 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 WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carrythe limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(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 forthe 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-1,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 1917.4.1,Point 1. Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report J9340.07.08-R5 for FL3046-R8 Certificate of Authorization€19503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:10/14/2017 Prepared by: Robert Nieminen,PE-59166 Johns Manville APP Modified Bitumen Roof Systems;(330)978-4879 Appendix 1,Page 2 of 22 �,j TRI IIY ERD 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. Johns Manville Roof Covers' Reference Layer Material Application BP-AA Base GlasBase Plus,PermaPly 28 (Base and Ply sheets,Asphalt-Applied) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 Hot asphalt at 20-40 lbs/square BP-CA1 Base GlasBase Plus,PermaPly 28 JM MBR Cold Application Adhesive at (Base and Ply sheets,Cold-Applied,1-part) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 1.5 to 2.0 gal/square APP-TA Base/Ply JM APP Base,APPeX 4S (APP,Torch-Applied) Cap APPeX 4S,APPeX 45M,APPeX 4.5M FR,APPeX 4.5M FR CR,Tricor S,Tricor M FR,Tricor M FR CR Torch applied APP-CAI Base/Ply JM APP Base JM MBR Cold Application Adhesive at (APP,Cold-Applied,1-part) Cap Tricor M FR,Tricor M FR CR 1.5 to 2.0 gal/square APP-CA2 Base/Ply JM APP Base JM MBR Bonding Adhesive at 1.5 to 2.0 (APP,Cold-Applied,2-part) Cap Tricor M FR,Tricor M FR CR gal/square 16. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Referto FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report J9340.07.08-R5 for FL3046-118 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:10/14/2017 Prepared by: Robert Nieminen,PE-59166 Johns Manville APP Modified Bitumen Roof Systems;(330)978-4879 Appendix 1,Page 3 of 22 fy - r w r TII I ER® TABLE lE-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED„MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Slip Sheet Base Sheet Roof Cover(Note 15) MDP(psf) No. (Note 1) Base Fasteners Attach Ply Cap W 11 Min.19/32- (Optional)One or more layers Two plies of PermaPly 32 ga.,1-5/8-inch diametertin caps 9-inch o.c.in 4-inch lap and 12-inch o.c,in (Optional) inch plywood PermaPly 28,loose laid below 28 or Ventsulation with 11 ga.annular ring shank nails two,equally spaced,staggered center rows APP-TA APP-TA 52.5 ) TABLE II;-2: WOOD DECKS NEW CONSTRUCTION,REROOF(TEAR-OFF)oIzRECOVER SYSTEMT(PE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Slip Sheet Base Sheet Roof Cover(Note 15) MDP(P sf) No. (Note 1) Base Fasteners Attach Ply Cap W-12 Min.19/32- (Optional)One or more layers JM APP Base,PermaPly 28, Note 2 12-inch o.c.in 4-inch lap and 18-inch o.c.in (Optional) APP-TA -45.0* inch plywood PermaPly 28,loose laid below Glasbase Plus or Ventsulation two,equally spaced,staggered center rows APP-TA Min.15/32- (Optional)One or more layers DynaFast 180 HW or High Load Fasteners and APB 18-inch o.c.within the min.min.4-inch wide, (Optional) W-13 inch PermaPly 28,loose laid DynaFast 250 HW Plates or High Load Plates heat-welded side laps. APP-TA APP-TA 45.0* W-14 Min.19/32- (Optional)One or more layers Two plies of PermaPly 28 or Note 2 9-inch o.c.in 4-inch lap and 12-inch o.c.in (Optional) APP-TA -52.5 inch plywood PermaPly 28,loose laid below Ventsulation two,equally spaced,staggered center rows APP-TA Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report J9340.07.08-R5 for FL1046-R8 Certificate of Authorization##9503 67 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:10/14/2017 Prepared by: Robert Nieminen,PE-59166 Johns Manville APP Modified Bitumen Roof Systems;(330)978-4879 Appendix 1,Page 6 of 22