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c~ <br /> ^ . <br /> ' ���ng <br /> �� TRINITY|��^�' <br /> 4. PRODUCT DESCRIPTION: <br /> This Evaluation Report covers No,andeu Vinyl Siding Systems ina variety of profiles and surface textures/ colors. <br /> This evaluation is limited to the specific product trade names referenced in this report subject to the Installation <br /> Requirements and Limitations/Conditions of Use herein.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,DSDL,D6 0.044" <br /> Great Barrier D4,D5DL 0,044" <br /> G. UxxnnrOms: <br /> S.1 This is a building code evaluation. NeitherThnitylERD nor Robert Nieminec, P.E. are, in any way, 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 /> 5.2 This evaluation report is not for use in FB[HVHZjurisdictions, <br /> 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (V,,d),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 FBC 1609 for determination of project-specific design wind pressures. The yWDP 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 byO.G(P,,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 (Ka = 1) and site conditions and location of the structure that do not meet all conditions <br /> specified in Section 26.8.1 ofASCE7-10 (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 isrequired. <br /> 5.3.5 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 4O% of the <br /> mean roof height, whichever is smaller, but not <br /> less than either 4!� of the least horizontal p|a 15 <br /> n- <br /> view dimension or 3 feet as outlined in Figure <br /> 30.4-1ofASCE7-10. <br /> Exterior Research and Design,uc Evaluation Report c1aozu04.m9-1-nu <br /> Certificate of Authorization moao a'~EDITION poo1pacmom'xvxzEVALUATION pu2500-m3 <br /> mv,^nuex Vinyl Siding Systems;(s17)ruo-31us Revision m:oy/26/2o1r <br /> Page sm4 <br />