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CIl1 L3!LJl,� !7(;L� l'118634273 ABC SUPPLY CO INC <br /> PAGE , 03/26 <br /> • �'������ . <br /> : : ` .a <br /> > Mu1�-Wide Ypp-c membran�s �re nor��nal 45-m11 (i.imm) � 60-mil (1.5 mm) th�c�c ol `"� <br /> ` �m rahltorted,thermoplastic oleNn(Tp0)sing�-P�Y roof inem6ranes. • P Y�r- <br /> D�Mi�le-N� Tpp,.� �� m�branes are nominel 72-mft (z.8mm) or BO-mil (2.Omm) thldc, <br /> ,.pblyester-9trlm reinf�orced.��it deffn ('TP'0),sin�e-WY raof inembrattes. ' <br /> > MutrMl�e Tpp�-c pleeoe gadc��� ��a nominAl 45-mii {i.imm}or 6p-mil (i.5 mm)tbidc, <br /> fl��eetyc�backin m reinfiorcad. thermoplast�c deAn (TPp)�stnple-Ply roof inembrane with a PaXester <br /> g <br /> 5. �irr,�r�oKS: <br /> S•i 'This Ev�luatlon Repprt is n,ot for�se In HVtiZ. <br /> S.2 R�ef�tv a currern Rooff�MaDeri�ls Direuory for flre rat�ngs o#this product. <br /> 5>3 For steel deck installstlons,toarrt pt85tit insuladon shall be Separated irom the buildlrlg i��ior <br /> in dacordance with FBC 2603.4 unless the bctel�tians stated in F8C 2603.4.1 or x603.6 apply'. <br /> 5.4 Unless atherw)se npted in Appendix 1, roof decking and ICs attathrt�ent$h�if � yp�ed and <br /> instatled to meet prajsct desi�n criteria•to the satisPactlon of the AW. - <br /> 5.� For reco�er instail�ppn5,��ng roof sftdll be examined In�p�ddnte with F8C 1510. <br /> 5.6 For med�anlcallY attathed insala#ion or membrape or strip-bonded �ng��ion, the maximum <br /> desiy� pre�sse�re for the selected asaernbly aha11 rn�t ar exceed the Zone 1 destgn pressure <br /> d�ined in attoNanve vr�t� FBC Cp�p�r 16. Zanes 2 and 3 shall employ en at#ad�rMnt <br /> ���Y desi9ned by a quali�eed design professional ta reslst th� eJevBted pressure aiteii�. . <br /> Cammonly us¢d metfiods are RA8 i�7, RAS 137 and FM LPDS 1•29. �embiies marked with <br /> an asterlsk* carry the limrtations set tqrth in Section 7.2.1.5.i{a) of FM LppS 1_Z�g }or Zone <br /> . �/3 enitanaements. . <br /> 5.7 , For assemDlies with ail�p�,���liy bonded in.piate,#he maximum desfgn pressur�for the . <br /> setect,ed assembly sl�all meet a.exr�ed cr;N�l design pressur�determined fn accordance witts ' <br /> FBC Chap��r 16. No rationaf anelysis 1s permitted for t�►ese SyStQms. •�.� <br /> 5.$ �� For m�anicatly attachetl i�sul�tior�a.membran�over exist)ng ro,�f detks, fasteners shaft be <br /> tt�sted In the exisqng deck for withdrawal te5igtr�nce. A quaiffied destgn profes5iona! shail <br /> e a�lysis ShaU he i���m�nce wittt�OiS�oruANSI%SPRI F)C- .1 finr the system. Testing and <br /> �•4 Fo�bonded insulatlon or m�mbrane aver existing 5ubstrates in a re-roof(t�ar oP� Or recover <br /> , installatlon,the exiskinq deck or exisdng roof surfa� shaU be e7camined for compatibiilty wlth • . <br /> the adheslve t0 ba installed. Zf any surf8ce conditions exlst thdt bring SySbem pertprn�anCe I�tO <br /> questlon, field upiift#,esting In accordance with AS7M E907, FM �.PDS 1-52, ANSI/SPRI IA-1 or <br /> TA5 i�4 sha11��p�u�d o�mock-ups of the propos�d ncw roof��bly. <br /> . 5.10 For ��d� f��ation or membrane over existing substratq IR a recove� in8talfationr the <br /> • ex�stin9 root system shal) be capabte af reslsthlg progect d�gn pressur¢s on !ts own merlt to <br /> �e s��sfactlan oP the Ati], as documented through tield uplift testing !n ap�pr�qt��q,rM• - <br /> E907, PM.�,pDg X_52 orTAS 124. . .. <br /> 5.11 Meta� edge attachment (eucept gutters), shall be designcd and �r��lled for wind loads in <br /> a.ttondance with FBC ChapYer �.G and t�ted fvr resigtante in aCtardanee with A�ISI/SPRI ES-! � <br /> or RAS 111,except tfie aasic wincl speed sha11 be det+ermined frOrn FBC Flgure 1609. <br /> 5.13 Alt products in the roof assembly shafl have qpality assarance audit in accorpat�te.with the FBC <br /> and F.A.C, Rule 9N-3. <br /> IEkteriar Rese�ar,ph qnd Desi�n,LLC. • <br /> �ofw�►ai,�,,,1r9309 Qv�lwbiOn Ra�ort MiS000.Q0,.09-R3 <br /> • h`t.1x772-Ri ••.✓ . <br /> rtevtraon it sz/t3/2oti � <br /> f's�9e 3 of 4 . <br />