The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page I of 2 i r 1��.rh.,t"'v )..,..2 SCISHome ;lapin ;User Resistrabon Hoc Topic i Product Approval USER: Public user t Submit Surcharge Suits, &Facts Publications - F CSMII MS SIM Map links Search EroLocLAOD ArsiiM4nu > PrdµcLit, A�plicadon Search > AWkapon lisp > Application 0ecniI i.� 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 FL1046-RB Revision 2017 Approved Johns Manville P.O. Box 5108 Denver, CO 80217 (303) 978-4879 codes@Jm.cam Chris McBride codes@Jm.cem Roofing Modified Bitumen Roof System SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect are Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received - Robert Nleminen PE-59166 UL LLC 06/23/2019 John W. Knezevich, PE J, Validation Checklist - Hardcopy Received FL1046 R8 COI 2017 01 COI Nientinen.odf Referenced Standard and Year (of Standard) Standard year ASTM D6164 2011 ASTM D6222 2011 ASTM D6223 2011 ASTM D6509 2009 FM 4470 2012 Equivalence or Product Standards Certified By Sections from the Code http://1vww.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48%... 1/15/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I 1 Method 1 Option D 10/16/2017 10/172017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 1046.1 Johns Manville APP Modified APP Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1046 R8 II 2017 10 FINAL Al ER 1M MODBIT APP FL1046- Modf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-315 Created by Independent Third Pally: Yes Other: 1.) The design pressure noted herein pertains Evaluation Reports to one specific assembly within the ER. Refer to the FL1046 R8 AE 2017 10 FINAL ER ]M MODBrr APP FL1046- Re.pdf ER Appendix for all systems and design pressure limitations. 2.) Refer to ER Section 5 for limits of Use. Created by Independent Third Party: Yes Back Next contact :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850 4W-IB24 The State of Florida Is an AAXEO employer. Ccovdaht 2007-2013 State of Florida.:: Privacy Statement:: Accesslbiliy Statement :: Refund Statemen Idler Florida mv, small addresses are public records. if you do not want your ¢-mall address released in resyonse to a public -records re,n st, do not Sena :ironic mall M Nis entity. instead, contact Me office by phone or by traditional mall. If you have any quaybons, please contact 850.487.1395. 'Pursuant n an 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under nether 455, FZ. must provide Me Department win an email address if y have one. The emalk provided may be used for official communlmdo0 with Me licensee. However email addresses are public record. If you do not wish to a personal addme , please provide Me Department win an email address which can be made available n no public. To determine if you are a licensee under CTapter 455, F.S., please M& here . Product Approval Acimme: ooP_�;qtl-o Credit Card Safe http://www.floridabuilding.orglnrlpr_app_dtl.aspx?param=wGE VXQwtDqudsDrIH6I48%... 1 / 15/2018 TRINs-fl' ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA-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 1B 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 '�fETW Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 6 lE-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 1445 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 4B 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 6B 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 followine 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: i Wood Deck: Ultra Fast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch plywood penetration or minimum 1-inch wood plank embedment. i Steel Deck: UItraFast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. i Structural concrete: All Purpose Fasteners with Ultra Fast Metal Plates or Struct conc. Fasteners with UllraFast 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 oam that meets the CIA requirements of F.A.C. Rule 61620-3 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 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 a �d 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 FRC Approval documentation. 5. 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, I.I.C. d/b/a Trinity IERD Evaluation Report 19340 07.08-RS for FL1046-RB Certificate ofAuthorization #9503 6v" EDITION (2017) FBC NON.HVHZ EVALUATION I Revision 5: 10/14/2017 Prepared by: Robert Nidminen, PE-59166 Johns Manville APP Modified Bitumen Roof Systems; (330) 978-4e79 Appendix 1, Page 1 of 21 INITY'ERD 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 25-30lbs/square JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-inch wide ribbons, 12-Inch o.c. or full coverage at 2.0 gal/square i 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 maybe used where VIA-TW6PART is referenced. ➢ JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. i 3M CR-20: Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. 9 Note: When multiple loyers(s) of insulation and/or coverboord are installed in ribbon-applledadhesive, adhesive ribbons shall be staggeredfrom layer -to -layer a distance ofone-halffhe ribbon spacing. J% 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 rooted, all insulations are Rat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations maybe 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 s tern In the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ 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) i 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polylsocyanurate 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 WDI, 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. 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 dati 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 TA5 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 tel}ling 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 referent 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 coat thickness is 2-Inches. For LWIC overstrUctural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Resign, I.I.C. d/b/a Trinity HERD Certificate of Authorization #9503 Gm EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Johns Manville APP Modified Bitumen Roof Systems; (330) 978-4879 refer to current LWIC es, the minimum top - for FL1046-RS 5: 10/14/2017 1, Page 2 of 22 Z4) INITY , ERD TABLEIE•1: WOOD DECKS- NEW CONSTRUCTION ORREROOF(TEAR•OFF) , i I SYSTEM *PEE: NON -INSULATED, MECHANICALLY ATTACHED, BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover Note 15) Nm. (Note 1)', Sli Sheet p MDP (psf) Base Fasteners Attach Ply Cap fMin. 19/32. (Optional) One or more layers Two plies of PermaPly 32 ga., 1-5/8-Inch diameter tin caps 9-inch o.c. in 4-inch lap and 12-Inch o.c. in (Optional) APP-TA -52.5 `11 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 TABLE lE-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E:NON-INSULATED, MECHANICALLY ATTACHEDBASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 15) (Note Note 1) Slip Sheet MDP (psf) Base FastenersAttach 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 A5 0• Inch plywood PermaPly 28, loose laid below Glasbase Plus or Ventsulation two, equally spaced, staggered center rows APP-TA W-13 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) APP TA 45.0• inch PermaPly 28, loose laid DynaFast 250 HW Plates or High Load Plates heat -welded side laps. APP-TA 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 l ERD Evaluation Report J9340107.08-RS for FL3046-RB Certificate of Authorization N9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION I 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