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HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMTTTTttt���� � 1 1 r cS� � 4tc',� r,.�.6a'pf r a'r:� i"�+fi"' � ��? �� �# ���. sr✓r 4 tw,� �iw i*� ,e , „�` SCIS Home i Login ` User Registration Hot Topla i Sutmit SvdUgP Stats & Farts ci bpr i;;a Product Approval 6;. USER: PubLc User Prgdud Aoauval .r't . > PLC= Or """'tntion SA�r-n > An*_-99km 12A > Appli-tion OdW e FL j �FL10497-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived - � Publicadons i FBC Staff BCIS Site MaP ' links i S�3rcit Product Manufacturer Mule -Hide Products Co., Inc. Address/Phone/Email 1195 Prince Hall Dr Beloit, WI 53511-5481 (608) 365-3111 Ext809 lindareith@trinityerd. com Authorized Signature Timothy McFarland lindarelth@trinityerd.com Technical Representative Tim McFarland Address/Phone/Email 1195 Prince Hall Dr Suite A Beloit, WI 535115481 (608) 365-3111 tim.mcfariand@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 Enti . r UL LLC Quality Ass urance Contract Expf_atinn Date 10106720 _8 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) _FL10497 R5 CQI 2015 01 COi Nteminen.odf Standard Year ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Fii� 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 Date Revised 09/11/2017 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 M ULE Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL 4 iI 2015 12 FINAL Al r;R HIDre F11a497-95.1?'.f Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-480 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Evaluation Reports FLL 0497 R5 AE 2015 12 FINAL ER MUD- iD FL1Q497- R5.Rdf Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back ¢JeuR Contact Us :: 2601 Blair Sting RoodTallahassee FL 32399 phone: 850487-1824 The State of Florida Is an AAAMO ernployen 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 rid 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 love 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 pudic. To determine if you are a licensee under Chapter 455, F.S., please dick bgre. Product Approval Accepts: rz Piliz3:i I— F__ M Credit Cafd Safe I ! APPENDX 1:ATTACR04OTrRmoLgPMEMS FM WWfD uKwv utssiwncc - - - - page Table Deck Ap 11MtIQ t Type A•1 Description Bonded insulation, Bonded Roof Cover 3 1A Wood New or Reroof (Tear -OH) Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 IB-1 Wood New or Reroof (Tear -Oft) A-2 A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover 5 18.2 Wood New, Reroof (Tear-Wp or Recover C Meth. Attached Insulation, Bonded Roof Cover 6 1C Wood New, Reroof (Tear -Off) or Recover Insulation, Mech. Attached Base Sheet, Boded Roof Cover 7 1D Wood New, Reraol (Tear -Off) a. Recover D E NonPreltri elateAttac Non-tttsulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover B IE-1 Woad New or Reroof (Tear -Oil) rn ... o..,�•,o. E , Non -Insulated. Mech. Attached Base Sheet (screws & plates), Bonded Roo( Cover 9 28 --� -- ------ Steel or coat. - -- New, Reroof (Tear -Of) or Recover D Prelim. Attached insulation, Mech. Attacneo rase aneea, ounvcu ...+•.• ��•�- 1244 3A-1 Concrete New or Reroof (Tear -Off) A•1 Bonded Insulation, Bonded Roof Corer BandedR C Roof, Bonded Insulation, oof over 15 3p_2 Concrete New or Reroo((Tear•OH) A-1 Bonded Temporary 35 3B Concrete New or Reroof (Tear -Off) F NuMnsulated, Bonded Roof Cover 16-17 L1VIC New or Reroof (Tear -OR) A-1 Bonded insulation, Bonded FloofCaver 17 4A New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Boded Insulation, Bonded Roof Cover 18. 48 LIM E Non Inwlated, Mech. Attached Base Sheet, Bonded Roof Cover 4C LWR: New or Reroof (Tear -Oft) A-1 Bonded insulation, Bonded Roof Cover 0 20 2 SA CWF New or Reroof (Tear -Off) _ Mech. Attached Anchor Sheet. Bonded insulation, Bonded Roof Cover 20 56 CWF New. Reroof (Tear -Off) or Recover A-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof cover 20 SC CWF New or Reroof (fear -Off) E 21 6A Gypsum Reroof }Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover Nori-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 68 Gypsum Reroof (Tear -Off) E p_1 Bonded Insulation, Bonded Roof Cover 2223 7A Various Recover The following notes spph to the systems outffoed herein: herein to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the. satisfaction of the AHI. Load resistance of the 1. The roofsystem evaluation roof deck shall be documented pertains through proper codified and/or FBC Approval documentation. 2. insulation J base sheet fasteners shall be of suffccient length for the following deck engagement: Wood: Minimum 0.754mh penetration. i Steel: &Trnfmum 0.75-inch penetration and engage the top flute of the steel deck. i Concrete: Iviutimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted. insulation may be any one layer or combination of lidy+sacyanurate, polystyrene, wood fiberboard, perBte, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20.3 and is documented as meeting FBC L505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 2M psi, minimum 24nch 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 shall be of equal or greater configuration to he steel and concrete structuralmembersmembers shall be in accordance_ with Fac requirements o the satisfaction isfact el or concrete the AHI. Load resistance odeck the roofdeck shall be documented through proper coC to engage the structural sdified and/or FBCdAPPeck �s +metiagsfMationdecks ad Evaluation Report M10000113.08-115 for FL30497-115 Exterior Research and Design. LLC. dlb/a TrinhylERD Revision 5: 12/14/2015 Certificate of Authorization 89503 Appendix 1, Page 1 of 23 Prepared by: Robert tileminen,PE-59166 i. Unless otherwise noted, insulation adhesive application rates are as Bows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. 'v Hot asphalt- Full coverage at 25.30lbs/square. i Dour Insta-Stitt Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 224nch o.c. Millennium one Step Foamable Adhesive (M-OSFA); Continuous 0.25 to OS -inch wide ribbons, 12-inchOX OMG 040a ed SW (0WMI: Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Nate. olynond Green may be used inhere Ofy r d500is referenced. OlyBond Classic 108 Classic): Full coverage at 1 gal/square. i 310 CA-20: Continuous 2.5.3.5-inch wide ribbons,12-huh ou i Note: When mu/llpfe loyers(sl of ]nsuhttion and/or coverboard are installed in ribbon -applied adhesive, bomdlaints shod be staggered. Note: The rna:dmurn edge d stance from the adhesive ribbon to the edge a/the insulation board shall be not less than one-half the specified ribbons spoclag. 6, Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polytsocyanurate at the following thickness limitatbns may be substituted with the following Maximum Design Pressure (MOP) limitations. In no case shall these values be used to'increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that fisted for a particular system in the tables, then the thinner board listed below maybe used as a drop -in for the equivalent thicker material listed in the table: '. IOSLrencuumone Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min.0.54nch thiick) oMG Olyeond SOO (03500): MOP -45.0 psf (Min.0.5-inch thick Multi -Max FA-3) OMG VvBoad 5OO (OBSO01: MOP -187.5 psf (Min.0.54nuh thick ISO 95+GL) i OMG OlvBond SW (OBSOO): MDP -315.0 psf (Min.O.S-inch thick ENRGY 3) i OMG Gly8mnd SOD (08500): MOP -4875 Psf (Min. 0.54nch thick ACF03M 11 Poly ISO 2) 3M CR-20• MOP -117,5 psf (Min.1.0-inch thick) 7. Bonded polyisacyanurate insulation boards shall be maximum 4 x 4 ft. S. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly stall meet or exceed the Zone 1 design pressure determined in accordance whir Ft3C 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 WES 1-29. Assemblies marked with an asterisk' carrythe imitations set forth in Section 2.2.1.5.1(a) of FM LPf1S1.29 for tone 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 TAS 105 or ANSI/SPRI FX-1- 11. For existing substrates In a bonded recover installation, the existing roof system shall be examined for compatibf8ty and band 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 AHJ, as documented through field uplift testing In accordance with ASTM E907, FM LPO51-52, AN51/SPRI IA-1 or TA5124. 12. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 2917 to the satisfaction of the Authority HavhV Jurisdiction. For systems where specific LW IC is referenced, refer to current LWIC Product Approval for spedfic deck construction and limitations. For systems where specific LW IC is not referenced, the minimum design mix shall be 300 psi. in all cases, the minimum topcoat thickness is 2-inches. For LWIC ever structural c0naete, reference is made to FBC Section 1917.4.1. Point 1. Evaluation Report MlOW0.03.08-R5 for F1.10497-115 Exterfor Research and Design, I.I.C. d/b/a TrinhVIERD Revision 5: 12/14/2015 Certificate of Authorization 09503 Appendix 1, Page 2 of 23 Prepared by; Robert Nieminen, PE-59166 14. C 15. 1 fn, hnndnd hso ntv M ran ehont annliratinoc TABLE 1: MuLe-HIDE ROOF CovERs Reference Layer Material Application Base Ply One or more plies SA Base Sheet, SA Base Sheet (FR) SBS-SA Cap 5A-SBS Cap Sheet, SA-SBS Cap Sheet (FR) Self -Adhering (SBS, Self -Adhering) Mote: Self-odheringmembranes shoflnotbelnstalhtdouerAPP•TAmembranes. i APP_TA Base ply or Ply One or more plies APP Torch Base, APP Torch S Torch -Applied (APP, Torch -Applied) f@a a eAPP-Torch-S, AP,P Trnch_G APP Torch G FR, APP Torch KoolCap G, APP Torch KoolCap G FR - �Ca� r.=Y�. —--� --.. T( Pp'�Yoat''C' pG�SA`APP{K�tt�. .. G(eRi �,SA�AP,PdCapSheet;__,_ Se1f•Adttering Now: 1 Sey-adherkgmembranes shallrwtbeinstalledoarrAPP-rAmembranes. q q F Approve coating (isle o i 585 or ifiedUtumen roohn- g may be applied to the top mot membra�thout aovene-ettect on the sysmm wura,o-aaTnwsmrrmae. Materials Directory for fire ratings associated with coating usage. 16. The following represent priming requirements forgypsum-based coverboards: Dens Deck and Dens Deck Prime shall be field -primed with Mole -Hide 121 prior to self -adhering or torch -applied membrane application. r SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application. 17, "MOP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. TABLEIA: WOOD DECKS —NEW CONSTRUCTION oe REROOF(TFAR-OFF) 5Y5TCM TYPO A-1.806DE0 INSULATION, BONDCO ROOF COVET: I system Deck Base Insulation layer Top Insulation Layer Roof Cover (See Table l) Map No. (See Note I) Type Attach Type Attach Base PIy Ply Cap (Psf) SW.ArMMGBu[PLVwrR BASEfN a ATMARDOffKRMTwtltsuwtear GFTHESAMETVPE- W1� Mi n. 15I32- inch plywood Min, 1.5-inch ACFoam II, ACFoam III, EARGY-3. H- Shied, H-Shield CG, Muhi-Max FA3 D.15, M-OSFA, (Optional) additional OB500 or CR-20 I layers(s) of base insulation D-IS, M-OSFA. ' S85-SA 08500 or CR-20 1 (pptional)SBS-SA,AFP7A APP-TA APP-SA, APP-TA -52.5 Exterior Research and Design, I.I.C. Wa TrInAVIERD Evaluation Report M10000-03.09-115 for FLID497-RS Certificate ofAuthorization IK1503 Revision 5: 12/14/2015 Prepared by: Robert Nierrinen. PE-59166 Appendix 1, Page 3 of 23 Sphere Deck(See Prbner fdo. Note 1) r�^41. i Mm 15f32 �mshpsyarOnd°.. may z.�M �H� W42 m.h (Optimal) Mule -Hide 121 inci pfywrooW= a Exterior Retemch and Design, LLC. d/b/a Trinity] ERD Certificate of Authmintion M03 Prepared by: Robert Nieminen, PE-59166 TABLEIF: WOOD DECKS —NEW CONSTRUCTION OR REROOF(TEAR•OrF) SYSTEM TYPE knon-II&ViATED, BONDED ROOF COVEN Roof Cover (See Table 1) _ MOP (Psf) lolntTreahnent Bate Ply p- Cap . pals-S4,AD?- saws- ,isPp,S APi'- 90.0 jpG plywood joints are covered with minimum 4-inch wide sbipsof SA Bate Sheet SUS -SA (Optwnal) SBSSA. APP• SBS-SA, APP-Sk APP• TA 435.0 rotted into Place to create COrninuarS bond. TA Evaluation Report MIOOW.03.08-R5 for FLI0497-RS Revision 5; 12/141201S AWw( ix 1, Page 9 of 23