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Home My WebLink AboutProduct Approval (2) BCIS Home i Log In User Registration I Hot Topic I Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Links •Search (Zor � �Product Approval USER:Public User 40 Product Approval Menu>Product or Application Search>Application List>Application Detail t FL# FL10497-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Mule-Hide Products Co.,Inc. Address/Phone/Email 1195 Prince Hall Dr Beloit,WI53511-5481 (608)365-3111 Ext809 Iindareith@trinityerd.com Authorized Signature Timothy McFarland Iindareith@trinityerd.com Technical Representative Tim McFarland Address/Phone/Email 1195 Prince Hall Dr Suite A Beloit,WI 535115481 (608)365-3111 tim.mcfarland@mulehide.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 developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/28/2017 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL10497 R5 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 FM 4474 2004 Equivalence o f Product Standards Certified By • i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/17/2015 Date Approved 02/10/2016 Summary of Products FL# Model,Number or Name Description 10497.1 Mule-Hide SBS and APP Modified Self-adhering modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL10497 R5 II 201S 12 FINAL Al ER MULE-HIDE FL10497- Approved for use outside HVHZ:Yes R5.Ddf Impact Resistant:N/A Verified By: Robert Nleminen PE-59166 Design Pressure:+N/A/-480 Created by Independent Third Party: Yes Other: 1.)The design pressure in this application relates to Evaluation Reports one particular assembly over concrete deck. Refer to the ER FL10497 R5 AE 2015 12 FINAL ER MULE-HIDE FL10497- Appendix for other systems and deck types. 2.) Refer to ER, RS.Ddf Section 5 for other Limits of Use. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO 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 mall.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 emails 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 455,F.S.,please dick ere. Product Approval Accepts: `," z; M . Credit Card Safe \\,I TRINITY I ERD APPENDIX 1'ATTACIiM1AENT REQl11REMENTs FOR WINBUPUFT RESISTANCE 'J Table. Deck Application Type Description Page 1A Wood New or.Reroof(Tear-dff) A-1 Bonded Insulation;Bonded:Abof Cover 3.. 1B-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4' 18-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation Bonded Roof Cover 5 iC - Wood- _Ne---w;Reroof(Tear-Off)-or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear.-Off)or Recover D. Prelim.Attached Insulation,Mech,Attached Base.Sheet,Bonded Roof Cover 7 1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,.Mech.Attached Base Sheet(nails),Bonded Roof Cover B 1Pr2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 9 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 9 2A Steel or Conc: New;Reroof(TearvOff)'or Recover C Mech.Attached Insulation;Bonded Roof Cover 10 28 Steel or Conc. New,Reroof(Tear-Off)or Recover D: Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11 3A-1 Concrete New or Reroof'(TearOff) A-1 Bonded Insulation;Bonded Roof Cover 12-14 3A-2 Concrete New or Reroof(Tear-OfQ A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover Is 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover SS 4A' LWIC New or'Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet;Bonded Insulation,Bonded Roof Cover 17 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet;Bonded Roof Cover 1&19 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Banded.Roof.Cover 20k 58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.AttachedAnchor Sheet,Bonded Insulation',Bonded Roof Cover 20 SC CWF New or Reroof(Tear-Off) E Non;Insulated;Mech.Attached Base Sheet,Bonded Roof Cover 20 6A Gypsum. Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21 68 Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Banded Roof Cover 22 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 22-23 The'followinR notes apply to the systems autllned herein: • 1. The roof system evaluation herein pertains to-above-deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the,A141...Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: +—Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage:the top flute of the steer deck, Concrete: Minimum 14nch embedment into pilot hole in accordance with fastenermanufacturers published installation instructions; 3. Unless otherwise noted,insulation may be any one layer or combination of po►yisocyanurate, polystyrene,wood fiberboard,,perlite,gypsum-based roof boardor mineral-wool roof board that meets the CA 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 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-shali bein'accordance Wtth FBC requireMents.to the'satisfaction of the AW.'Load'resistance of the roof deck shall be documented through proper'codified and/or FBC Approval documentation. Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report 1\410000.03.08-RS fbe-FL10497-R5 Certificate of Authorization N9503 Revision5:'12/14/2019 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of23 TRiNITY I ERD S. 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 instrudtions. Y Hot asphalt: Full coverage at 25-30)bs/square. i Dow Insta-Stik Roofing Adhesive.(D-i5): Continuous 0.75 to 1-inch wide ribbons;.12-incho:c. i Millennium One Step Foamable Adhesive(M-OSFA): Continuous US to 0.5-Inch wide ribbons,I2-inch o.c. Y OMG'OlyBond 500(OB500): Continuous'0.75 to 1-inch wide ribbons,l2-inch o.c:(PaceCart or Spot5hot). Note: 01y8ond Green may be used where OlyBond s00 is referenced. 9.OlyBond Classic.(08 Classic): Full coverage at 1 gal/square. y-31VI CR-20: -- _ Continuous 2.5-3.54nch wide ribbons;124hch o.c. - Note: When multiple layers(s)of insulation and/arcoverboard are installed in ribbon-applied adhesive;boord)ointsshall be staggered. Y Note: The maximum edge distance from the adhesive ribbon to the edge of the,insulotion board shall bernofless than one-half the specified tibbonsspacing. !� 6. Unless otherwise noted,all insulations are fiat stock or taper board of the'ininimum thickness noted..Tapered polyisocyanurate'at.the following thickness limitations may be substituted With thefollowing Maximum Design Pressure(MDP)limitations;:In no case shall these values be used to'Increase'the MDP listings in the tables;rather,if MOP.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: i Millennium One Step Foamable Adhesive(M-OSFA) MDP, -157.5 psf (Min.0.5ynch thick) :%OMG OlyBond 500(OBS00):. MOP -45.0 psf: (Min:0.5-inch thick Multi-'Max FA-3). Y OMG OlyBond 500(OB500): -MOP- -187:5 psf (Min.0.5-inch thick 1SO.95+CAL) OMG OlyBond 500(06500): MDP -315.0 psf (Min:0.5-inch thick ENRGY 3) i OMG OlyBond 500(OB500): MDP -497.5 psf (Min:0.54nch thick ACFoam II,Poly 150 2) i 3M CR-20: MDP -1175 psf (Min.1.0-inch thick) 7. Bonded polyisocyanurate.insu►ation boards:shall be maximum 4 x 4'ft. 8. 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 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. 9: For fully bonded assemblies,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. 10. 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 TA5105 or ANSI/SPRI FX-1. 11. Forexisting:substrates in'a bonded recoverinstallation,the existing roof system snail be examined for compatibility and bond performance with theselected adhesive;and the•existft roof system shall:be capable of resisting project design pressures on its own merit.to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPOS 1-52,ANSI/SPRI IA-1 or TAS 124. 12. for Recover Applications using System Type D,the insulation is optional;however;the existing roof system shall be-suitable fora recover application: 13. 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. 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'Sectian 1917.4.1,Point 1. Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report M10000.03.08-RS for FL10497-R5 Certificate of Authorization#9503 ' Revision 5:12/1412015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Paget of23 TRINITY ERD TABLE IF-1-WOOD DECKS—NEW CONSTRUCTION an REROOF.{TEAR-OFF}. SYSTEMTYPEE.NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER Base Sheet Roof Cover SeeTable1 MDP(psf). System Deck(see ( ) No, Note 1) Base, Fasten Attach Base Ply. Cap To1i6R AFpwp Bn59 %Y;.. —Min.15/32— 9-Inch o.c.at-2-Inch tap and18-Inch o.c.intwo(2),. W-19 inch plywood Nall Base 51mplex MAXX Cap. equally spaced,staggered center rows (Optional)'APPTA APP--TA. 45.0x W-20 Min.15/32• Nail Base Simplex MAXX Cap 9-inch ox.at 2-inch lap and 12-inch o.c.in two(2), (Optional)APP-TA APPTA -52.5. Inch plywood` equally spaced,staggered center rows W-21 Min,15/32 APPTorch Base,Nail Sale Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c..at3•Inch lap and 6-tnch.o.c.in four(4), (Optional)APp TA APP=TA'. 52.5 inch plywood 11 gouge x min.1.25-inch long annular grooved shank) equally spaced,staggered center rows Nall'Base,PolyglassG2 Base; Min.19/32- CertainTeed GlaSbaw,Firestone `32 go :1=518•inch.diameteetincaps withal ga.annular 8-inch o:a in'4-inch lap and 84nch.o:c.In three(3), W-221. lnch'plywood MB Base,)M Perma-Ply28,Tamko Ang.shank.nails equally spaced;staggered centerrows (Optional)APP TA. APP-TA -60;0 Glass Base or GAFGLAS P75 Min,15/32- 32 go.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch o.c.in 4-inch lap and 8-Inch o.c.in four(4), W-23 inch plywood Polyglass GZ Base,Nail Base: ring shank nails. equally spaced,staggered center rows (Optional)APP-TA APP TA 67S W-24 Min.15/32- Polyglass G2 Base,Nail Base, Simplex MAXX Cap 10-Inch o.c.In 4-Inch lap and 10-Inch o.c.In three (Optional)APP TA' APP-TA -75.0 inch plywood. (3),equally spaced;staggered center rows W 25 Min.15/32- Pol lass 9-inch o.c.in 4-inch lap and 9-inch o.c.in four(4), Inch plywood y8 G2 Base,Nail Base Simplex P MAXX Cap equally spaced,staggered center..rows (Optional}APP-TA APRTA 90.0 W-26 Min.15/32- Nail Base Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-Inch o.c.in two(2), (Optional)APP=TA APP TA -96:0 Inch plywood- equally spaced,staggered centerrows Min.15/32- Elastobase Simplex MAXX Ca 6-inch o.c.at 2-Inch lap and 6-inch o.c,in three W Z7 (3}; Inch plywood p equally spaced,staggered centerrows (Optional)APP-TA APP.-TA d-52.5 W 28 Min.19/32- Elastobaseor Elastabase Poly. 32 go,1-5/8-inch diametertin caps with 11 ga.annular 6-inch o.c-in 4-inch lap and 6-inch o.c.In four(4), (Optional)APP-TA APP-TA Inch plywood ring shank nails equally spaced staggered center rows W-Z9 Min.15/32- Nail Original Simplex Cap Nails(1-inch metal head diameter;: 6-inch o.c.at 3-inch Tap and 6-inch o.c:in four, (Optional)SOS-SA SOS-5A,APPinch plywood 12 gaugexmin.1.25•Inch long annulargrooved shank), equally spaced,staggeredcenter rows SAAPP-TAMin.19/32- 32 ga.,1-5/8-Inch diameter tin caps with 11 ga:annular S=inch o.c.in 4-inch lap and S-Inch a.c.in.three, SBS-SA,APP- W-30 Inch I Nall Base (Optional)SBS-Sa plywood ring shank nails equally spaced,staggered'centerrows SA,APP-TA W-31 Min.19/32- Nail Base 32 ga.,.1.5/8-Inch*diameter tin caps.with it go.annular 4-inch o.c.in 4-Inch lap and-4-inch o.c.In four, (Optional)SBS-SA SBS-SA,APP- 97 5 inch plywood ring shank nalls. equally spaced,staggered center rows SA,APP+TA. 32 ga.,1-5/8•inch diameter tin caps with 11 go.annular Min.19/3& 6-inch o.c:1n 44nch tap and 64nch o.c.in SBS-SA;APP- W-32 Inch plywood Nall Base ring shank nails;Note:Tin caps are to be primed with equally four.,spaced,staggered center rows (Optional)SBS-SA SA,APP-TA -112.5 Mule-Hide 121 or ASTM D41 primer. Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report M10000.03.08-115 for FL10497-RS Certificate of Authorization H9503 Revision 5:12/14/2015 Prepared by:.Robert Ni'eminen,PE-59166: Appendix 1,Page 8 of 23