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� ! . <br /> . • � _ � , <br /> � . .. .. <br /> I • <br /> _, � <br /> , � � - <br /> .•4 ,� <br /> i .. . ��'�������' -�.�f�.. <br /> j � . <br /> 4. PRODUCT��SCRtPT{ON: � <br /> The follo�tring raof covers are mechanically attachgd or fuliy adhered tio Ap roved substrates using fasteners, stress ptates anci , <br /> adhesivas,as outlined tn the Limitations/Conctitio�s of Use herein. <br /> _�=��ate�Hide=TPA�memb�anes,are:nomir�al AS-mil;(�,1mm)-or_60-rnii_(2.5 rrf}thicic,.paiyester-scrim relnf�rced,tiiermaplastic <br /> olefln(TPO)single-pfy roof inembranes. i <br /> � Maaie-H[de TPQ-c EXTRA rrrembranes are naininal 72-mil {1.8tttm) or 8o-mil (Z.orr►m3 thick, polyester-scrim reinforcecl, <br /> thermoplastic ol�fin(7POa,'single-ply ra�f rnembranes. I <br /> � ;� �ltu#e i�lde'it�C�-z�terece•BacEt�ern�srane is�a r�nrn4�a1-��-rz�i�{l.�.t�m} r 5E1-�i1�1.5-rr�m}#hiclt,p�lyester-scr3m re�n#ar�ed, . <br /> thermoplastic oiefin(TPO)single-ply roof inemarane with a polyester flee e bacicing. <br /> S. L1Mi5'A9'tOt�1S: f <br /> .�r5. -Thisis-a�iuildin_g code evatuation. Neither!Trfnity�ERD nor Robert Ni minen.P.E.are,in any way,the DesFgner af Record <br /> for any proJeet an �rl�ich tFiis`Cwalu�tion€Repo�t,�r�revE�us-ve 'ons=4i�fec�f,=3sf�s=useii=#or=�rrrriitti�sg=or=i#esign <br /> guidance unfess retafned specifically for that pur�aose, <br /> 5.2 T�1s Evatuatton R�part ts nat iar use in HUri�.. <br /> 5.3 R�'EeK�o a.curre�Raofing IUiaterials Dire�tory fcrr fire ratings af this��'n.duct. � <br /> i <br /> 5.4 Fdr steel deck installatlorts,#aam plastic irisulation shaA !�e separa# d fram the bu�lding�nter"sar In accardance with F8C �.` <br /> 2603.4 unless the exceptlons stated in FBC�608.4.1 or 2603.6 appty. <br /> i SS "t'he r4of system evaivation hecein gertains�#o above-deck roaf comp nen#s, Roaf decks and struttural members shaA be <br /> :3r�accvcdanc�with�eC�requirerraen�s;.to�thesatistact�nrr,Qf the-AHi. aad resistance_ofitfie r.oflf de+ck shail be documentad <br /> through praper codified and/or FBC Approval documeritation, <br /> �;� Fr�rr.F�r.tW8P3liSta�3#�t3LIS,.#he�acistingxoofs�a}t..be.examined tn accor anee wi�h FBC 251U. <br /> 5.7 �or mechaniraily attact�ed insulation or r�embrane or srr1p-15n�de� insufa�lon, tl�e maximum design pressure for the <br /> seteeted assembly shali meet ar excee�the Zone 1 design pressure� t�r-min�d�n aecorti���e with�SC Chapxer 36. Zones <br /> 2 and 3 shali employ an attachment density designed by a qualifi�� des(gn professlonal tq resist the eleuated pressure <br /> criter's�. Commattiy used methods are RA�117,RAS 137,FM LPDS 29 and A�lSI/SPRt WD1. Assernblles rnarlced with an <br /> asterisk'�carry the[tm9tatfons seE forth In Section 2.2.1.5.1{a}af�M aS 2-Z9 for Zone 2J3 enhancements, <br /> `� =�car-�ss�tzs�fiesvv[th�lf-:com�ot�ttstuRly=honded.tn:_plaee,�the:maxl�tturn-des�n-pceuure.for the selected assembly shall <br /> meet or e3cceed crtttcai desfign pressure d i rrnined tn accarcfance w�ith�BC Chaptet'3f:. No rattotta!anatysis is perrrii#te�! <br /> for these�ystems. <br /> 5.9 fiar mechanically,ac�ac�er�Iersu�atta��.ar n�rnbra��.ov�r�xistEng r��f decEcs,fatteners shall be tested tn the ex'sstir►g decit <br /> far withdrawai resistance. R qualifi�d iciesign prai��sstonal shal4 review the� data. €or• cotnpar�sa� ta. tk,e mfnfm�r►ti <br /> requirements far the system. Testing and'anatysts shalf be�n accord nce wtth TAS 145 or ANSt/SPR!FX-1. <br /> 5.20 Far bor�cf�d fnsulation ar mernbcane o�ep existi�g subsCrates in a re-oof{tear offJ ar recover instaliatinn,the existing decfc <br /> or exlsti�g roof surface shal! be eacamined far compattbility wfth t e adheslve to be lnstalled. If any surtace canditians <br /> �3St:tla�t�b1$►t�.-SyStem:peFfottt�ai?Ce;�CitB�lttStlDnr-fi81t1�Jpl'ift_t . ri_g St3 �C60TdSTiCe Wlth A5{'M E9C�7� FM LPl}3 1-5Z� <br /> ANSI/SPRI IA-1 or TAS 124 shall he conducted on mock»ups of the pr posetl new ro6f asserri�ly. <br />� �.33 For b�nded tnsaiat�on or.merr�brane ov�r e�sting substrates tn a ecover lnstallatian,the existing roof system shaEl 6e <br /> ` capa�le.of.r.esisting.proj�ct design.pressures an its awn merit to th�satistaction of tne H�i3,as dacumeni�a inic�u,gi��1�iU <br /> i �ip1i��es�rsg�r�accord��ace vatt�t i1S�'��9t�7,•F�iV!�OS•1-5�,fl4USfiSF l IA 3 or TAS 124. <br /> 5.12 Metal edge attachment(except gutters),shall be designed and insta led for wind(aads in accordance with FBC Chapter 1.6 <br /> i and#ested for res3stance in accardance wEth ANStjSPRi ES-1 or RAS 11,eXcepY the basic wind speed shall be determined <br /> from PSC Figure 15f39. � <br /> �:13 =E�L-pmductsirrth�eoof�assembly�siaallha�e-quafl�}r�ssurance-audit.i .accordance with the FBCand F.A.C.Rule 61�2�-3. <br /> ( <br /> i <br /> I � <br /> � <br /> � <br /> � <br /> � <br /> Exterior Research and Destgn,LLG � -Evaluation`Repork`i�t1506�:06:89-1�3 <br /> �nU��afAmthort=artnnusso3 FL12772-R3 <br /> ttevistan�:uaJa.$/Zaas <br /> i � Page 3 of A <br />' ! � <br />�— ------— -- <br />