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�� . ,;` ` �'. r ll ll�� '`��(i Il �� 4. P ODUCT LIESCRIPTION: Tt�e fo►fowing roof covers are rnechanicaliy attached or fuliy adhered ta Appraved secbstrates using fasteners,stress pletes and a hesives,as outfined in the Limitations/Conc�itions of Use herein. A Muie-Hide TPQ-c membtanes are namina145-mil(1.1mmj or 60-mll{3.5 tnm}thick,palyester-scrim reinf�rced,#hertnoplastic olefin(7P0}single-ply roof inembranes. Y Mule-Hide TPO-c EXTRA rnembranes are norrtinat 72-mi) {1.8mm} or 80-mi3 (2.Ommj tt�ickr POIy@StB�SCtlm �'BiIttQlC�d, thermnplastic olefin(TPO),single-ply roof rnembranes. : 611�u1e-#��ct��9�t2-�c fteece-8ac#t�mrembrar�e•is a n�cr+sr�ai•43-�i1 t3.lttam�or 5fl-r,�il(1.5-rrarn��hick, polyester-scrim reinforced, . thermoplastic olefin(TPO)single-ply roof mambrane with a poiyester fteece baclting. Sr. �.M1TA'fiONS. 5 1 'I'his is a building code evaluation. Neither Trinity�ERD nor Rabert Nieminen,P.E.are,in any way,the Designer of Record far any praject an which this Evaluatian Report, vr previous versions thereof, !s/was used for permittistg or design guidance unless retained specificatly for that purpose. 5.2 'fhfs Eva{uation Repart ts not for use in HVHZ. 5�.3 Re€e��o ac�cre�tt�RooEing 1�{aterials Direetory,for fire ratings af this.�roduct. 5I.4 Far steei deck instailations,faam plastic insulatian sha11 be separated from the building interior in accordance with FBC �` 2603.4 unless the exceptions stated in FBC 26t13.4.1 or 26tI3.6 appCy. � 5.5 The roof system evaluatipn herein pertains to above-deck raof components. Roof decks and structural members shall be in accordance with FBC requirements ta the sat9sfaction o##he AFiJ. Load resistance of the roof fleck shall be documented through praper codified and/or FBC Approval documentation. .6 For rec:over installstions,the existing roof shall be examirted in accordance with FSC 1510. .? Por mechanically attached insulation or mernbrane or strip-bonded insulation, the maximum design pressure for the selected assemb3y shall t'nest ar excee`t3 the Zat�e 1 design pressure det�rmin�d�fn a�cortla�e with FSC Chap�er�6. Zones 2 and 3 shai! employ an attachment density d�signed by a qualified design professtonai ta resist the elevated pressure criYeria. Commonly used methads are RAS 117.RA5187, FM LPDS 1-29 and ANSI/5PRI WD1. Assernblies marl<ed with an asCerisk*carry tFte(fmitations set fQrth fn Secfton 2.2.1.5.2{a)of FM E.PDS 1-29 for Zone 2/3 enhancements, 5.8 Far assemblies wfth a{I camponents fully bonded in pVace,the maximurn design pressure for the selected assernbly shall I t»eet or exceed crittcat design pressure determined in accordance rnrith FBC Chapter i6. No ratiar�al analysis is permstted for these systems. �a.} Far rnechas►lcally attach�d�nsulat'sQn or membcane aver existing rgc�f decks,fasteners s�al� ae tested in the e�clsting deck far withdrawai' resistance. A qua{ified ctesign pFai�esslon�F shall� review the� data� for corx�par�so�. ta. the-rs�inimum requirements far the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. .10 For honded irrsuEation c►r rr+ernbra�e over-exis�lr�g substrates in a re-roof(tear offj ar recover instaiiation,the existing deck or existing roof surface shall be examined for�ompatlbllity with the adhesive to be installed. If any surFace condttions exist that bring system perfnrmance inta questian, fiietd uplii#test3�g in accardance v+tith ASTM E9��, FM LPDS 1-SZ, AN51/SPRI IA-1 ar TAS 124 shall be conducted an mocic�ups of the proposed new roaf assembly. .#1 For#onded irtsula#ion oc membrane over existing substrates 3n a recgver instaltation,the existing roaf sysiem shati be capable af resisting project design pressures an its own merit to the satisfaction of the AHJ,as documented through field �pi?it tes�ing�in accordar�c�w�th ASTiv��E907,•xM��PDS 1-52,A�l51/SPRI IA-1 or�A5124. .�2 Metal edge attachment{eucept guiters},shail be designed and installed for wind loads in accordance with FBC Chaptec 3.6 and tested for resistance in accardance with ANSIJSPRI ES-1 ar RAS 111,excegt the basic wind speed shall be determined from FBC Figure 26�9. 5.13 All products in the roof assembly shall have qualiry assurance audit in accordance with the FBC and F.A.C.Rufe 61G2o-3. � Fxt�riar Research and Design,LLC. Evaluatton Report M15060.06.09-R� Cert j7c�ate of�4uYhorliotlon J/9503 FL12772 R3 �ew�s�oa 3:os/sslaass Page 3 of 4 i