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<br /> �iVPEIVpiX I:ATTACHMEN7�E4UIEtEMEN75 FGR WiND UPUFT IYES157ANCE .
<br /> 7able Decic qpplicatton ?ype Description page
<br /> 1A Woqd New,Reroof{Teat Off},Recover C Mechanicaliy A#tached Insulation,Sonded Raaf Caver 3
<br /> 1B Wood New,Reroof(Tear�Off),Recover D Insulated,Mechanically Attached Roof Cauer 3
<br /> 1G Waad New,Reroaf(i'ear-Oif}Recaver E fllon-Insutated,MechanicaHy Attached ftoof Cover 4
<br /> 1D Woad New Construction F Non-Insulated,Bonded Raof Cover 4
<br /> 2A Stee!or Conc. I�ew,Reroo€(Tear-Off},Recover B Mech_Attached Base tnsutation,Banded Top insulaftan,Banded Ropf Caver 5
<br /> 2B Steel or Conc. New,Reroof(Tear-Qffl,Recover C Mechanically Attached Insulation,Bonded Roof Cover 6-7
<br /> 2C Steel ar Conc. �few,Rerqof{Tear-O#t),ftecover D-1 Insulated,Mechanically Attached Roof Cover 8-10
<br /> 2D Steel ar Cona IVew,Reranf(Tear-O#�,Recover D-2 insuiated,Mechanicaliy Attached Roof Caver{RUS5 Strips) 11
<br /> 3A ConcreYe New,Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Caver 12
<br /> 4A iWtC New,ReroaF(3ear-O(f} A-1 Bonded 4nsulation,Bonded Ruof Cover 13
<br /> 4A-1 LWICoverSteel New,RerooF(Tear-Offl F {Von-Insulated,BondedRoofCover 13
<br /> 4A-2 EVifC aver Conc. tdew,Reroof{�'ear-Off} F Nan-Insulated,8onded Rao#Cover 14
<br /> 5A Gypsum Reroof(7ear-Oft� A-1 Bonded Insulatiqn,Bonded Roof Cover 14
<br /> 6A Various Recover A-1 $onded insulation,Bonded ftoof Caver ZS
<br /> 66 Steel Recover p-1 Insulated,Mechanically Attached Roof Caver 16
<br /> 6G Steel pr Cona�ete Recover E Nan-lnsu4ated,MechanicallyAttached Roaf Cover 17
<br /> 6D Varipus Recover FZ New LWC vver Existing Rpof,Bonded Roof Cover 18
<br /> She fot[owing nates agp{y�o the systems autiinei!herein:
<br /> 1. 7he roof system evaluation herein pertalns to above-declt roof components. Roof declu and structur�l mernbers shall be in accordance with FBC requirement�Co the satisfaction of the AHJ. Load resistance af the
<br /> roa#deck shait be documented through proper codifEed andfor FBC Approva!documentation.
<br /> 2. Unless atherwlse noted,fasteners and stress plates far insulation attachment shall be as follpws. Fasteners sha71 be of sufficient length tar the fpllowing engagements:
<br /> ➢ iNood Decic: Ntute-Mide HUP�astener with 3"tnsulation Piate. Minimum 3:-3nGh steei penetraYion,engage the top flute o£the steet dectc
<br /> r� Steel Deck: Mule-Hide HDP Fastener with 3"Insulatlon Plate. Minimum�-inch steel penetration,engage the tap fTute af the steel deck.
<br /> � Concrete Deck: Nlu1e-Hide HDP Fasiener with 3"Insulation Ptate.Minimum 2-inch embedtr�ent. Fasteners insta!!ed with a pUot hols in accordance with the faskener manufacturer's published installation
<br /> instructions-
<br /> 3. Unless otherwise noted,tnwlatian rnay be any one layer or combination of polyisocyanurate,potystyrene,waod fiberboard,perli�e,Oens�eck,Oens Deck Prime,SECUROCI(Gypsum-Fiher Roof Board or SECURQCK
<br /> Glass-Mat Roof Board that meets the QA requirernen#s of F.A.C.Ruie 61G2D-3 and is documented as meeting FBC 1505.3 and,far foam piast(c,FBC 26fl3.4.1 or Z6d3.6,when iestaite8 with the roof cover.
<br /> 4. MinSmum 200 psi,minimum 2-inch thick IlghhveigFit insulating concrete may be substituted for rigid insulatian board for System Type D(mechanically attached membrane),whereby th�membrane fasteners are
<br /> tns#at}ed thratigh the�W1C#a engage the structurai steet or concreLe dectc. The strucWrat deck shall be of equal or greater configuratian to�he steel and concrete deck listings. The strocturai dsc2c sha11 ba o#equat ar
<br /> greater type,thiclsness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements ta the satlsfaction af the AHJ. �.oad resistance of the roof
<br /> deck sha!!be documented through proper codified and/or FBG Approva!docamentation.
<br /> 5. Preltminary insulation attachment for System Type I�=Minimum four fasteners per ul x 8 ft board or minimum two fasteners per 4 x 4 ft board.
<br /> E�¢erlor Research and Design,ELC.df bla Trinity E ERO Evaluatiun Report M25060.OB.og-R3#ar fi.12TT2-R3
<br /> Certificate ofAuthorization ii9503 Revision 3:03/2$J20T5
<br /> Prepared by:Robert Nierninen,PE-59166 Appendix 1,Page 1 af 18
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