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Y' Product Aoproval Menu>Product or Aoolication Search>Application List>Application Detail :s x FL# FL1046-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Johns Manville Address/Phone/Email P.O.Box 5108 Denver,CO 80217 (303)978-2478 lindareith@trinityerd.com Authorized Signature Jonas Houchin lindareith@trinityerd.com Technical Representative Jonas Houchin Address/Phone/Email 717 17th Street Denver,CO 80202 (303)978-2478 Jonas.Houchin@jm.com 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Robert Nleminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 09/23/2013 Validated By John W.Knezevich, PE' Validation Checklist-Hardcopy Received Certificate of Independence FL1046 R4 COI Trinitv ERD CI- Nieminen.pdr Referenced Standard and Year(of Standard) Standard Year ASTM D6222 2002 ASTM D6509 2000 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards http://www.floridabuilding.org/prfp:_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48%... 3/29/2012 norlaa tsuuamg wue VI imt; - Certlfied By Sections from the Code Product Approval Method Method 1 Option D Date SubMitted 12/09/2011 Date Validated 12/10/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 ;summary of Products FL# Model,Number or Name Description 1046.1Johns Manville APP Modified APP Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL1046 R4 II Al er120611FINAL JM MODBIT APP FL1046- Approved for use outside HVHZ:Yes R4.odf 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 Evaluation Reports pertains to one specific assembly within the ER. FL1046 R4 AE er120611FINAL JM MODBIT APP FL1046- Refer to the ER Appendix for all systems and design R4.odf pressure limitations.2.)Refer to ER Section 5 for Created by Independent Third Party:Yes Limits of Use. 5actc Plext Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EED employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail 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 regarding DBPR's ADA web accessibility,please contact our Web Master at webmaster(a)dbpr.state.fl.us. Product Approval Accepts: httD://www.floridabuildinp.orR/pr/pr app dtl.aspx?param=wGEVXQwtDqudsDrIH6I48%... 3/29/2012 S ,t { APPENDIX 11ATTi CHM11NT::IREQUIRPPNENT6 FOR IfWIhIES';QDPLIFY(RESISYAMCE Table Deck Application Tvpe Description Page 1A-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3 IA-2 Wood New, Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3 113 Wood New, Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 3 1C Wood New, Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 4 ID Wood New;Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4 1E-1 Wood New, Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5 IE-2 Wood New, Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5 2A Steel or Conc. New, Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-10 213 Steel or Conc. New, Reroof(Tear-Off),Recover C Mech.Attached Insulation, Bonded Roof Cover 11 2C Steel or Conc. New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12 3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13-15 38 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 17-18 413 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 21 613 Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 21 7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover 22-23 The following notes apples 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 AH]. 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: D Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch plywood penetration or minimum 1-Inch woad plank embedment. > Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates, Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. > Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Struct conc. Fasteners with UltraFast 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, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum-Fiber Roof Board, SECUROCK Glass-Mat Roof Board,Invinsa Roof Board or Invinsa Foam that meets the QA requirements of F.A.C. Rule 9N- 3 and is documented as meeting FBC 1505.1 and,for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. 4. 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. > 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.or full coverage at 2.0 gal/square > JM Urethane Insulation Adhesive(UTA): Continuous 0.75-Inch wide ribbons, 12-Inch o.c. > 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: TITESET maybe used where 3M CR-20 is referenced. r Exterior Research and Design,LLC.d/b/a TrinitylERD Certificate of Authorization#9503 Evaluation Report)9340.07.08-R3 for FL1046-116 Revision 3: 12/10/2013 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 1 of 23 iP �`z: Y ERD i ". 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. 5. 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: • JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): MDP -315.0 psf (Min.0.5-inch thick) e 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) 6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 7. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone.i 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. 8. 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. 9. 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. 10. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AH], as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124. 11. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Johns Mandille 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 4.5M,APPeX 4,5M FR,APPeX 4.5M FR CR,Tricor 5,Tricor M FR,Tricor M FR CR Torch applied APP-CA1 Base/Ply JM APP Base JM MBR Cold Application Adhesive at (APP,Cold-Applied,l-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 12. "MDP" = Maximum Design Pressure is the result oftesting for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. I C7 �yl1"c;717 Exterior Research and Design, LLC.d/b/a TrinitylERD Evaluation Report J9340.07.06-R3 for FL1046-116 Cgtificate of Authorization#9503 Revision 3: 12/10/2013 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 23 s TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SV TItiNTYPE E. MON-I1NSU,.ATE D,MECHi AMCA £.Y AT TACHED BASE SHEET,BONDED ROOF COVER System Deck Slip Sheet Base Sheet Roof Cover MDP No. (See Note 1) Base Fasteners Attach ply Cap (psf) Min. 19/32- (Optional)One or more Two piles of PermaPly 32 ga.,1-5/8-Inch diameter tin 9-Inch o.c. in 4-inch lap and 12-inch o.c. (Optional) W-11 loch plywood layers PermaPly 28,loose 28 or Ventsulation caps with 11 ga.annular ring in two,equally spaced,staggered center APP TA APP-TA -52.5 laid below shank nails rows TABLE 112-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(YEAR-OFF)OR RECOVER SVS7 1*1 T'iYPF-M NOM-IMULA D,M EnaG3n`lNICALLV ATTACHED BASE 34-MFTr BONDED ROOF t:lu'VER System Deck Base Sheet Roof Cover MDP Mo. Slip Sheet (See Note S) Base Fasteners Attach Ply Cap (per Min. 19/32- (Optional)One or more ]M APP Base, PermaPly 28, 12-inch o.c. in 4-Inch lap and 18-inch (Optional) W-12 Inch plywood layers PermaPly 28, loose Glasbase Plus or See Note 2 o.c. In two,equally spaced,staggered APP-TA APP-TA -45.0* laid below Ventsulatlon center rows Min. 15/32- (Optional)One or more DynaFast 180 HW or High Load Fasteners and 18-Inch o.c.within the min. min.4-Inch (Optional) W-13 inch layers PermaPly 28, loose DynaFast 250 HW APB Plates or High Load wide,heat-welded side laps. APP-TA APP-TA -45.0 laid Plates Min. 19/32- (Optional)One or more Two plies of PermaPly 28 9-Inch o.c. in 4-Inch lap and 12-Inch o.c. (Optional) W-14 Inch plywood layers PermaPly 28,loose oro piles of PermaPly See Note 2 In two,equally spaced,staggered center APP-TA APP-TA -52.5 laid below rows Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 79340.07.08-R3 for FL3046-R6 CCutificate of Authorization#9503 Prepared by: Robert Nleminen,PE-59166 Revision , age 5 2013 - Appendix 1, Page 5 of 23 Florida Building Code Online Page 1 of 2 aas Home a Log In i User Registration Hot Topics~; Submit Surcharge Stats&Fads Publicatlons FBC Staff :. BCIS Site Map Links 1 Search usnes + UERPubUr°ValaBrofiessi6'ral Siccsee st''LlJ y iry ��J • Product Approval Menu>Product or Application Search>Application List>Application Detail c' FL# FL16611 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY 40202 (812)218-7342 dstermer@metaisales.us.com Authorized Signature 'David Stermer dstetTner@metaisates.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Yoosef Lavi,P.E. . Validation Checklist.-Hardcopy Received Certificate of Independence FL16611 RO COI CertificateIndependence.pdf Referenced Standard and Year(of Standard) Standard Year _ LIL 1897 2004 UL 580 2006-_ Equivalence of Product Standards Certified By Sections from the Code — Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e... 4/6/2015 Florida Building.Code Online Page 2 of 2 Date Submitted 10/11/2013 Date Validated 10/15/2013 Date Pending FBC.Approval 10/21/2013 Date Approved 12/13/2013 SummarV of.Products FL# Model,Number or Name Description 16611.1 SV-Crimp Min.26 ga.,24"wide-through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for.use in HVHZ:No FL16611.RO H D1934 I.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 Impact Resistant:N/A created by Independent Third Party:Yes Design Pressure:+'N/A/-172.5 Evaluation Reports Other.Uplift load of 30.0 psf @ fastener spacing of 36"o.c. FL16611 RO AE EvaluatlOnRenortC1934 I.odf and 172.5 psf @ fastener spacing of 6"o.c. Created by Independent Third Party:Yes 16611_.2 Vertical Seam Min 24 ga.,max. 18"wide standing seam roof panel over min. 15/32"thick plywood deck Limits of Use 1 Installation Instructions Approved for use in HVHZ:No FL16611 RO II D1934 2.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-82.5 Evaluation Reports Other:Uplift load of 30.0 psf @ clip spacing of 48"o.c.and FL16611.RO AE EvaluationReportC1934 2.pdf 82.5 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes Back Igext ' 'Contact Us::1940 North Monroe Street.Tallahassee F1.32399 Phone:850-497-1824 The State:of Florida Is an AA/EEO employer.Copyright=.7-2013 Stateof Florida:::Privacy Statement::.Acee ibility Siatement::Rerund Statement Under Florida lav,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 riiail.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 emaiis,provided may be used for official communication with the licensee:Howeveremail address are public record-If.you email not wish to supply a personal address,please provide.the Department with an email address which can bemade available to the public.To determine if you am a licensee under chapter 455,FS.,please clic(:hem. Product iApproval Accepts: ICY,] s_c I f http://www.floridabuilding.org/pr/pi_Opp_dtl.aspx?param=wGEVXQwtDgsHepng4°/o2f 6e... 4/6/2015