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4 T�il'��T1��E�D 5. LIMtTAT10NS: 5.1 This is a building code evaluation. Neither Trinity�ERD nar Robert Nieminen,P.E.are, in any way,the Designer pf Record for any praject on which this Evaluation Report, or previous versions thereaf, isJwas used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product. 5.4 For stee!deck installatians,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 and 2603.6 apply. 5.5 The roaf system evaluation herein pertains to above-deck roof camponents. Raof decks and structaral members shall be in eccordance with FBC requirements ta the satisfactian of the Authority Having Jurisdiction. Load resistance of the roof cleck shall be dacumented through proper codified and/or FBC Approval dacumentatian. " 5.6 For recaver insta!lations,the existing roof shaU be examined in accordance with FBC 1511. 5.7 For mechanically atteched 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 1G. Zones 2 and 3 shai!emplay an attachment density designed by a qualified design prafessiana(ta resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29, Roofing Applicatian Standard RAS 117 and Raofing Applitation Standasd RAS 137. Assembiies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Lass Prevention Data Sheet 1-29(January 2Q16}for�ane 2/3 enhancements. 5.8 Far assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly sha!! 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 insulatian or merr►brane over exisiing roof decks,fasteners shall be tested in the . existing deck far withdrawai resistance. A qualified design professional shali review the data for comparisan to the minimum requirements fpr the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Applitation Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear offl ar recover installation,the existing deck or existing roof surface shafl be examined for compatibility w�th the adhesive to be installed. If any surface conditions exist that bring system performance into questian,field uplift testing in accordance with ANSIjSPRI !A-1,ASTM E9a7, FM Loss Preventian Qata Sheef 1-52 or Testing Applicatian Standard TAS 224 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 capabie 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 ASTM E907, FM Lass � Frevention Qata Sheet 1-52 ar Testing Applicatian Standard TAS 124. 5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 2b and tested for resistance in accordance with ANS1jSPR1 ES-1 ar Roofing Application Standard RAS 111,except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3). � 5.13 All praducts in the roof assembly shall have quality assurance in accardance with FAC Rule 61G20-3. � Esderi�r Research and Design,LLG Evatuation Report OI546.69.05-R28 Certificote of Authorization#9503 6T"EDITION(2017j FBC NON-HVHZ EVALUATION FL5293-R27 GAF EverGuard'�TPO 5ingle-Ply Roof Membrene Systems Revision 28:10/17/2017 Page 5 af 6