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� _ . . . . � - �_^-..�� i�� ; 4x� �, � r ,� ;• ; =.a� �� � 4. PRODUCT DESCRiPT10N: The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress plates and adhesives,as outlined in the Limitations/Conditions of Use herein. ➢ Mule-Hide TPO-c membranes are nominal 45-mil(1.1mm)or 60-mil(1.5 mm)thick,polyester-scrim reinforced,thermoplastic olefin(TPO)single-ply roof inembranes. Y Mule-Hide TPO-c EXTRA membranes are nominal 72-mil (1.Smm) or 8d-mil (2.Omm� thick, polyester-scrim reinforced, thermoplastic olefin(TPO),single-ply roof inembranes. Y Mule-Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mmj or 60-mil f 1.5 mm)thicl<, polyester-scrim reinforced, thermoplastic olefin(TPO)single-ply roof inembrane with a polyesterfleece backing. S. LIMITATIONS: 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 specificallyforthat purpose. 5.2 This Evaluation Report is not for use in HVHZ. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,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 evaluation herein pertains to above-decic roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AH1. Load resistance of the roof deck shall be documented through proper codified 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 assembly 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. Commonly used methods are RAS 117, RAS 137,FM LPD51-29 and ANSI/SPRI WD1. Assemblies marlced with an asterisk*carry the limitations set forth in Section 2.2.1.5.1�a}of FM LPDS 1-29 for Zone 2/3 enhancements. 5.8 For assemblies with all components fully 6onded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear offl or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TA5 124 shall be conducted on mocic-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124. 5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with AN51/SPRI ES-1 or RAS 111,except the basic wind speed shall be determined from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. Exterior Research and Design,LLC. Evaluation Report M15060.06.09-R3 Certificate of AathorizutFon#9503 ' FL12772-R3 Revision 3:03/18/2015 Page 3 of 4