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TRNTY ERD 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 Zane 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 ANSI/SPRI WDi,FM Loss Prevention Data Sheet 1-29, RAS 117 and RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded 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 ANSI/SPRI FX- i or TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)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 ANSi/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or TAS 124 shall be conducted on mock-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 Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907,FM Loss Prevention Data Sheet 1-S2 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 ANSI/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. 6. INSTALLATION: 6.1 Mule-Hide TPO-c Single Ply Roof Systems shall be installed in accordance with Mule-Hide Products Co.,Inc. published installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 6.3 For mechanically fastened membrane systems(Type D)over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for Information on product locations covered to F.A.C.Rule 61G20-3 CA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com -THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report M15060.06.09-R4 certiftate ofAuthor&ation#9503 FBC NON-HVHZ EVALUATION F1.12772-114 Mule-Hide Products Co.,Mr. Revision 4,04/03/2017 Page 4 of 4