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. . ~ <br /> . . Q10 <br /> D RNN UU |E��� <br /> �^�� <br /> 4- PRODUCT DESCRIPTION: . <br /> This Evaluation Report covers NorandauViny| Siding Systems in a variety ofprofiles and surface textures/ colors. <br /> This evaluation is limited to the specific product trade names referenced in this report subject tothe Installation <br /> Requirements and Limitations/Conditions of Use herein. <br /> Brand' Product Profiles Thickness <br /> American Classic American Classic insulated Siding System. D4,D5DL,D6 0.044" <br /> Cambridge Beaded 6,5 Beaded 0.048" <br /> Finish Works Board&Batten 0.044" <br /> Generations Thermal Core Siding D4,D5DL,D6 0.044" <br /> 5, bxxrgnlomS: <br /> 5.1 This is a building code evaluation. NeitherThnityJERD nor Robert Nieminen, P.E. are, in anyway the <br /> Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used <br /> for permitting or design guidance unless retained specifically for that purpose. <br /> 3.2 This evaluation report is not for use inFBCHVHZjurisdictions. <br /> 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed Mndb wall-height and <br /> Exposure for the project and its location. For installations and/or locations exceeding the prescriptively <br /> allowable installations,limitations relating to design wind pressure resistance are outlined in Appendix 1. <br /> 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind <br /> loads. Refer to F8C l6D9 for determination of project-specific design wind pressures. The MDP for the <br /> selected installation shall meet or exceed the design wind pressure requirement for the project for each <br /> pressure zone. <br /> 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, <br /> multiplied by8.6(Pa,d)for allowable loads. <br /> 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpi 0.18), no load <br /> combinations (K« = 1) and site conditions and location of the structure that do not meet all conditions <br /> specified in Section 26.8.1 of ASCE 7-10 (K,t= 1.0) at the stated maximum height. Analysis for buildings falling <br /> outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. <br /> 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. <br /> Reference to°NO"indicates additional testing iurequired. <br /> 6.3.5 The dimension of Zones 4 and 5 (interior and end <br /> zones) shall be defined as 10% of the least <br /> horizontal plan-view dimension or 40% of the <br /> mean roof height, whichever bsmaller, but not <br /> less than either 49� of the least horizontal p|an' <br /> view dimension or 3 feet, an outlined in Figure <br /> 30.4-2ufASCE7'10. <br /> Exterior Research and Design,U.C. Evaluation Report c1auzu.wv.oy-z,no <br /> Certificate of Authorization meza om EDITION(zozr)roCmum-xvozEVALUATION no2500'113 <br /> mvranuex Vinyl Siding Systems;(s1r)muazus Revision a'oy/z6/2oz7 <br /> Page auv4 <br />