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� � TRII'�IITY�ERD 4. PRODUCT DESCRIPTION: � The following roof cove.s are mechanically attached or fully adhered to Approved substrates using fasteners,stress piates and I adhesives,as outlined in he Limitations/Conditions of Use herein. ➢ Mule-Hide TPO-c me brenes are nominal 45-mil(1.1mm)or 60-mil(1.5 mm)thick,polyester-scrim reinforced,thermoplastic olefin(TPO)single-ply roof inembranes. ➢ Mule-Hide TPO-c membranes are nominal 72-mil (1.8mm) or 80-mil (2.Omm) thick, polyester-scrim reinforced, thermoplastic olefin PO),single-ply roof inembranes. ➢ Mule-Hide TPO-c FleEce Back membrane is a nominal 45-mil (l.lmm)or 60-mil(1.5 mm)thick,polyester-scrim reinforced, thermoplastic olefin �TPO)single-ply roof inembrane with a polyester fleece backing. 5. LinnrrnnoNs: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained speci�cally for that purpose. 5.2 This Evaluation R�port is not for use in HVHZ. • 5.3 Refer to a currentd Roofing Materials Diredory for fire ratings of this product. 5.4 For steel deck ins'tallations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply. 5.5 The roof system aluation herein pertains to above-deck roof components. Roof decks and struciural members shall be in accordance wit FBC requirements to the satisfadion of the AH1. Load resistance of the roof deck shall be documented through proper c�dified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510. 5.7 For mechanically�attached insulation or membrane or strip-bonded insulation, the maximum design pressure for the• selected assembl'�shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commor��y used methods are RA5 117,RAS 137,FM LPDS 1-29 and ANSI/SPRI WDS. Assemblies marked with an asterisk•carry th� limitations set forth in Section 2.2.1.5.1(a)of FM LPD51-29 for Zone 2/3 enhancements. 5.8 For assemblies w�h all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed cntical design pressure determined in accordance with FBC Chapter 16. No rational anatysis is permitted ,, for these systems 5.9 For mechanically ttached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck , . for withdrewal r sistance. A qua4ified design professional shall review the data for comparison to the minimum requirements for t e system. Testing and analysis shall be in accordance with TA5105 or ANSI/SPRI FX-1. 5.10 For bonded insula�ion or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof s'rface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring s�rstem performance into question, field uplift testing in accordance with ILSTM E907, FM LPDS 1-52, AN51/SPRI IA-1 or�A5124 shall be conducted on mock-ups ofthe proposed new roof assembly. 5.11 For bonded insul�tion or membrane over existing substretes in a recover installation,the existing roof system shall be capable of resisti�project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in ac•ordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124, 5.12 Metal edge attach ent(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for res tance in accordance with AP1S1/SPRI ES-1 or RAS 111,except the basic wind speed shall be determined from FBC Figure 1 09. 5.13 All products in th roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. Exterlor Research and Design,LL . EvaluaUon Report M15060.06.09-R3 LeitlfltaAe o�1Wthartratlon N9503 fL12772-R3 Revision 3:03/18/2015 Page 3 of 4 �