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ONEMO etc. ONEMOletc. TABLE 1:RoLL-GooDS iron MODIFIED BITUMEN ROOF SYSTEMS 5.7.2 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the Type product - Material Standard plants) selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with Reference Type Grade FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design Ruberold•HW Granule ASTM D6164 I G GA professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS,FM Loss Ruberold•HW Granule FR ASTM D6164 I G GA Prevention Data Sheet 1-29,Roofing Application Standard RAS 127 and Roofing Application Standard RAS 137. SBS,Granule- Ruberold•Mop Plus Granule FR ASTM D6164 If G GA Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.2 of FM Loss Prevention Data Surface Ruberold°Mop Plus Granule ASTM D6164 II G GA Sheet 1-29(February 2020)for Zone 2/3 enhancements. Membranes Ruberold°EnergyCap^Mop Plus Granule FR ASTM D6164 II G CA-S 5.7.3 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly Ruberoid•HW Plus Granule ASTM D6164 II G GA Ruberoid°HW Plus Granule FR ASTM D6164 II G GA shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16.No rational analysis Ruberold•Ener Ca"'HW Plus Granule FR ASTM D6164 II G CA-5 is permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are 5.1 This is a Building Code Evaluation.Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ord 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami- GAF Modified Bitumen Roof Systems shall be Installed in acc ance with GAF published installation Instructions, Dade Counties). subject to the Limitations/Conditions of Use noted herein. 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this 5.4 This Evaluation Report does not Include evaluation of fire classification. Refer to FBC 1505 for requirements and product. limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not Include evaluation of roof edge termination.Refer to FBC 1504.5 for requirements Contact the named CIA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CIA requirements.Referto Section 4 herein for products and production locations having met codified material standards. and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1512 for requirements and limitations regarding recover Installations. QUALITY,ASSURANCE ENTITY: 5.6.1 For mechanically attached components over existing roof decks,fasteners shall be tested In the existing deck for UL,LLC—QUA9625:(414)248-6409,karen.buchmann@ul.com withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum THE 9I-PAGES THAT FOLLOW FORM PARTOF THIS EVALUATION REPORT- requirements for the system.Testing shall he in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 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 Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 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 ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "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 loads. NEMO ETC,LLC Evaluation Report 01506.IL04-R39 NEMO ETC,LLC Evaluation Report 01506.11.04-1129 &Aifimtrc/A,UMfUotlon M3ZISS 71nEDITION(2020)FRC NON-HVHZ EVALUATION FL5680-R29 cen(,mteof`A,th,,kuon p324SS 7-'EDITION(29201 FBC NON-HVHZ EVALUATION FL568DR29 GAF Modified Bitumen Roof Systems Revision 29:10/11/2020 GAF Modified Bitumen Roof Systems Revision 29:10/21/2020 Page 5 of 6 page 6 of 6