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<br /> TRIN�11(�ERD
<br /> 7 Unless othervrise noted,ail Insulattons are flat stock or taper board of the minimum thickneu noted.Tapered polyisacya�urate at the followSng thickness limitations may be substkuted with the totlowing Maximum
<br /> Design Dreuvre{MOP}limita2ions.tn no case shaQ these vatues 6e used to'increaae'2he MDP listings i�the tables;tather if MAP tisting below meets oi exceeds tfiat tirted fpi a particula�spstem in ihe tables,then
<br /> the thinner board Iisted below may be used as a drop-in for the equivalent thicker mxterial listed in the table.
<br /> Y HotAsphalt(HA): MDP=-240.Opsf (Min.0.5-inchth(ck)
<br /> S GAF 2-Part Roofing Adhesive{6AF 2•Pari): MOP -i1�S Fsf (Min.1.0-inch thickj
<br /> ➢ t,RF Adfiesive M(LRFM): MOP=-2325 psf {Min.U.5-inch thick EnergyGuard Potyizo tnsutation, EnergyGuarc3 NN Potyiso Insulation, EnergyGuard Ukra Polyiso tnsulation,
<br /> EnergyGuard NH URra Polyiso Insulation)
<br /> > OFyBond 500�OBSOD): MDP= -315.0 psf (Min.O.Stinch thick EnergyGuard RH or RN)
<br /> Y OtyBand 500(08500): MDP=-0875 psf {Min.0.5tinch thick EnergyC;uard RA)
<br /> �i' Oly8ond500(06540): MDP=-292Spsf {Min.0.5-inch thick EnergyGuard Potyiso insulation,EnerigyGuard NH Polyiso �nsutation, EnergyGuard Ukra Po�yiso insufation,
<br /> EnergyGuard NH Ultra Poyisp Insulatfon)
<br /> 8. Banded pofyisocyanurate insulaticn boards shait be meximum 4 x A ft.
<br /> 8. For mechanirally attached components or partially bonded insulation,the maximum design pressure for the selected assembly ahall meet or exceed the 2one 1 design preuure determined in accordance with FBC
<br /> Chapter 16.Zones 2 and 3 shall employ an attachment density designed by a qual�ed design professionel to resist the elevated pressure criteria. Commonty uzed methods are ANSI/SPRI WDi,FM loss Preventlon
<br /> Data Sheet 1-79,Raofiing Application Standard RAS 117 and Roofing Appiication Standard RA5137 lusemblies marked with an asterisk'wrry the timiWtions set forth in Section 2.2.50.1 of FM Coss Prevention Data
<br /> Sheet 1-29(lanuary 2016J torZone 2j3 enhancemenis.
<br /> 10. For essemblies with all components fully bonded in place,the maximum design pressure forthe selected assembly shell meet or exceed critical design preasure determined in accordance with fBC Chapter 16,and no
<br /> ratioaa!analysis is permitted.
<br /> IS. For mechaniralty attached companents over exlstfng decks,fasteners shall be tested in the existing deck for withdrawat resistance. p qualiffed deafgn profeuional shaU review the data for comparison to ffie'
<br /> minimum requirements for the rystem.Testing and analysis shall be(n accordance with AN51/SPRI FX-1 or TesUng Appltcation Standard TAS 105.
<br /> 12. for ezlatfng subsirates in a booded recover or re-roo!instailatfon,ihe existing roaf surface or exirting�of deck shall be eramined tor mmpatibi8ty and bo�d perforrrsance with the setected adhesive,and the e�tisti�g
<br /> roof system({ar rewver}shatl be capable of resisting project design pressures an iu awn merit to the satisfaction vf the Authority Having lurisdiction,as documertked ffirvugh field uplift testing in accordance witfi
<br /> ANSI/5PRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 orTesting Appliotton Standard TA5124.
<br /> 13. For System Type D,siee!deck applications,2he roof inembrane shall be run wkh its length perpendicular to the steei detk flutes.
<br /> 14. For ftecover Applications using System7ype G2 or any SystemType D,ihe insuWtion is optionaL Aitemativety,a separator board may be instatled pdor to roof rover fnstallattan when usfng System 7ype G2 or arry
<br /> System Type D or a separator sheet mey be installed prior to roof cover Installation whe�using any System Type D.The existing ropf system shall be suita6le for a recover application.The xeparator eomponent ehall
<br /> be documented as meettng FBC 3505.1 and,forfoam pla:tic,F8C Chapter 26,wAen instaUed witlf the root tover in HeCOVer appliCdtions.
<br /> > Seoaraiar Boatd Oaiio�s for Recover Svstem Type G2 ar System Twe D:Min.OS-inch EnergyGuard Palyiso tnsalatxin,ErrergyGuard NH Polyiso Insulation,Energy6uard RA,EnergyGvard RFS,EnergyGvard Utira
<br /> Polyiso�nsulation,EnergyGvard NH U�tra Polyfso Insulation,Structodeck High Densiry Fiberboard Roof Insulation,EnergyGuard RH HD Palyfso Insulation,EnergyGuard HD Polyiso Insulation,EnergyGuard NH HD
<br /> polyisa Insulation,EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH Hp Plus Polyiso Insulatlpn or min.0.25-inch Dens Deck,Dens Deck Prirne,SECURpCI(Gypzum-Fi6er Roof Board or SECUROIX Glass-
<br /> Mat Roof 9oard.
<br /> > Separator Sheet Ootions for Remver Svstem Type D:EvetGuard Palymat Separation Layer{3 oiJyd'}or EveK,uarr!Folymat Cushianing layer{6 ozJyd�).
<br /> 15. LightweigM insulating concrete(LWIC)shall be cask in accordance with F6C Section 1917 to the satisfrction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to curtent LWIC
<br /> Product Approval for specific deck conxtruciion and limitations. Unless othervvise rtoted,for systems where specific LWIC is not referenred,the minimum design m�C ahaii be 300 psi. in aii rases,the minimum top-
<br /> wat thiclmess is 2-incfies.For�WIC aver 5tmczural concrete,teEerence is made to FBC Section 1917.A.I,Point 1.
<br /> Fxterior Researth and Design,LLG d/b/a Trinity�ERD Evaluatinn Report 01506.09.05-H28 for FL5293-ti27
<br /> Certiflcate of Authorization J19503 6°1 Edition(2017)FBCNON-NVFQ EVALUATION Revisian 28:10/17/2pD
<br /> �� Prepared by:Aobert Nleminery Pf•59166 GAf EwerUuard TPQ Single-ply RaW Memhrane Systems;(800)�663411 Appendiz 2,Page 3 of 9A
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