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Home My WebLink AboutPRODUCT APPROVAL ROOFINGFlorida Building CodO, CJ Bas-mome 3Log,ln. uspit Product Apj USER,� Public: Us d-b,L^-r ProductAonroval Menu > FIL Application: Type CodeVet*lon A0plication.SMitug Comments Archived I Authorized COMPIlanre Method) Florida Engine& 1 th6:Evaluzition Re Florida License Quality Aksura,6e Quality Assurance Validated. By. Certificate of and Year �erlllled By Sections ftrn the c LLP:11wwwJIO,dd4Wi!di- g BY NPIANorm/ t 4 Submit Surcharge Stats&Facts ' Nblicat I 'oIpL*ea> gVplj.at q - M > APPHU I-.- Detail FL1046-RS Revision 20,17 Approved Johns Manville P"O. Box 5108 Denver, CO 0217 (30.3):978-4879 codes@jm.com Chris McBride codes@jm,com Roc#ng Wified Bitumen Root System 'Oltbrj Report fl-,) Flea proji,,- rn I Flolld,7 Regj� 7on/ Engineer vel "al'ratkn Report, "ar-*OPY Rec,.1 he who de Robert N, ftitien IX LL Iffin (7 7612 3120199 John W. Valida evich, PE . 669 Checklist Ilardcopy, 16 RS 'Cox "ec'-wived COI St, ' "I" �— A S-rtI D6164 AS-rjj D62 s. . 2� A 7'r'l 062 AS7MD6S23 FM4470 09 Fly 4474 2, 2C .. j I ' Florida Building Code Onlind 1 i Product Approval Method Method 1 Option D Date Submitted 10/1612017 Date validated' { 10/17/2017 Date Pending FBC Approval 10/17/2017 Date Approved t 12/12/2017 Summary of Products .Page.2 of 2 FL # Model, Number or Name Description 1046.1 Johns ManvIlle.A P Modified APP Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use f Installation Instructions Approved for use in HVHZ: No FL1046 R8 II 2017 10 FINAL Al ER 3M MODBIT APP fL1046- j38. & Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure. tN/A/ 315 Created by Independent Third Party: Yes Other: 1.) The design pressure n ted herein pertains Evaluation Reports - to one specific assembly within the ER. Refer -to the FL1046 R8 AE 2017_10_FINAL_ER 3M_MODBIT APP FL1046- R8.odf ER Appendix for alllsystems and design pressure limitations. 2.) Refer to eR Sect* 5 for Limits of Use. Created by Independent Third Party: Yes Baek Nex Contact Us 2601 BlaIr Stone Road, Tallahassee FL 32A9 Phone: 850-467-1624 The State of Florida Is an.AAJEE employer.. Cmirrlohr 2007-2013.State of Florida.:: Privacy Staremen[::: AccgCslbdlty Statement n Refund Statement Under Florida law, email addres are public records. If you do notwanf your e-mailaddress In response to a public -records request, do not send electronic mail to this entity. Instead, contacttheoffice by phone or by traditional mail. If you have any.questions, please contact 850.487.1395. 'Pursuant to Section955.275(1), Flor'ida'Sta[4t. %effective Octoberl, 2012, licensees licensed underChapter 455, F.S. must proyfde the Department with an email address If they shave one. The emails provid may be used for official communication with the licensee. liavever email addressesare pubic reeofd. If you do not wish to supply a personal address', please pWe the Department with an.email address which can be made availableto the public. To determine if you are a licensee under kChapter 455; FS.i please click here . I .Product Approval Accepts: i j Cl��it G2t':5 Safe l I http://www.floridaping.org/pr/pr_app_dtl:asps:?param=vGEVXQwtDqudsDrIH6I48%... 1/15/2018 I II T} t:KL) APPENpIKi:ATTACFJMENTRECl11REMEN7¢,FpRVIfINDiUPLIFr,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 SA-2 Wood New, Reroof (Tear -Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Jnsulation,: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 5_ _ New ReroOf:(Tear`Off)` r Nonansulated; Mech. Attached Base Sheet;, Bonded RoofCover >_6 _. 1E-2 k _ _-_ ___�_v Wood New, Reroof (Tear -Off); Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof - - 6 2A Steel or Structural concrete New, Reroof (Tear -Off), Recover 8 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, Bonde.dRoof:Cover 12 2C Steel or Structural concrete New, Reroof (Tear-Off),,Recover 1) Prelim. Attached lnsulation,'Mech, Attached Base Sheet; Bonded Roof Cover 13 3A Structural concrete, New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded RoofCover 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 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 30 6A Gypsum Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 20 6B Gypsum Reroof (Tear-Offl 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 pertalns to above -deck roof components, Roof decks shall be in accordance with FBC requirements to thesatisfaction 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: Ultra Fast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates, Minimum 0,75-ineh.plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: Ultra Fast 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. Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Structconc. Fasteners with Ultra Fast Metal Plates (flat bottom. only). Minimum 1-inch embedment Fasteners installed with a pilot lnaceordance- ith-the'fastenerrmanufacturers-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 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 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 fleck 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 thesatisfaction ofthe. Authority Having Jurisdiction, Load resistance of the roof deck shall be documented through proper codified and/or FBC.Approyal documentatlon. S. Preliminary insulation Attachment for System Type D; Refer to Section 2.2.10.1.3 of FM Loss prevention Data Sheet1-29 (January 2026). Exterior Research and Design, I.L.C. d/b/a Trinity ) ERD Evaluation Report J9340.07.08-RS for.FL1046-RS Certificate ofAuthorization #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 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 Ibs/square JM MDR 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 Vrethane Insulation Adhesive may be used where UlA-7WO_PA17T Is referenced. ➢ JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch ox, i 3M CR-20: Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. Note: When multiple loyers(s) of Insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon spacing. i 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 polyisocyanurate 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 the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: 3 JM Two -Part Urethane Insulation Adhesive (UTA-TWO-PART): MDP -315.0 psi (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 polyisocyanurate insulation boards shall be maximum 4 x4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet oLexceed-the-Zon-e-f-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-resisrthe e e dta ev pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roof ing-ApplicatiorrStan - and 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) fo ne 2/3-enhaneemen �1Q—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-1,ASTM E907, FM Loss, Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. Y 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 east in accordance with FBCSection 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 I. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Johns Manville APP Modified Bitumen Roof Systems; (330) 978-4879 Evaluation Report 19340.07.08-R5 for FL1046-R8 Revision 5: 10/14/2017 Appendix 1, Page 2 of 22 i T BILE 1E4..1NOOD DECKS; . NEW CONSTRUCTION OR REROOF (Teak -OFF)" 5YSTENI TYi?t `E "NOWIN BASE;SREET, BONDED ROOF COVER system Deck Base Sheet Roof Cover (Note 15) No. (Note 1) Slip Sheet MDP. s (P Base Fasteners Attach Ply Cap Min. 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) - - inch plywood PermaPly 28, loose laid below 28 or Ventsulatlon with 11 ga. annular ring shank nails two, equally spaced, staggered center rows. APP-TA APP-TA -52.5 " TABLE lE 2 •WOOD.DECItS NEW:CONSTRUCTION,,REROQF (TeAR=OF)'aR"RECOVER- SYSfEMTi'P£E ,NON.=Itd5ULATED i1flECHANiCALLVATTAG D1645E:SHEET,-s'oNDED':ROOE_COVER' System Deck Base Sheet Roof Cover (Note 15) No. (Note 1) Slip Sheet MDP (psf) Base - Fasteners Attach Ply Cap W-12 Min. 19/a2- (Optional) One or more layers JM APP Base, PermaPly 28, Note 2 12-inch o:c, in 4-fnch lap and 18-inch o.c, in (Optional) APP-TA_ S;0*— inch plywood PermaPly 28, loose laid below GIasbase Plus orVentsulation two, equally spaced, staggered center rows _MP_TA— Min. 15/32- (Optional) One or more layers DynaFast 180 HW or High Load Fasteners and AP 38-inch�c, wit. in— � the min. min. 4-inch wide, (Optional) W-13 inch PermaPly 28, loose laid DynaFast 250 HW� -Platesor High LoaPlates heat -welded side laps. APP-TA APP-TA 45.0• Min. 19 32-- -(optlonalj'One or m� Two plies of PermaPly 28 or 9-inch o.c, in 4-Inch lap and 12-inch ox. in (Optional) lAl 14-- Inch plywood PermaPly 28, loose laid below Ventsulation Note 2 two; equally spaced, staggered. center rows APP-TA APP-TA -52.5 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 19340.07,08-115 for FL1046-118 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 6 of 22