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19-21106
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19-21106
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Last modified
1/8/2020 9:22:44 AM
Creation date
1/7/2020 11:01:39 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-21106
Building Department - Name
THEODORE,FOMBRUN
Address
38611 ETHEL AVE
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' . <br /> QO'TRINITY|ERD <br /> 4. Pm}DucTDEscmPDmm: <br /> This Evaluation Report covers 0o,an6axViny| Siding Systems in a variety of profiles and surface textures/ colors. <br /> This evaluation is limited to the specific product trade names referenced in this report subject Lothe 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 /> S' Liux|TAT|oNS: <br /> 51 This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, 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 F8CHVHZjurisdictions. <br /> 53 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 "K8DP" = Maximum Design Pressure is the result nf testing for wind load resistance based on allowable wind <br /> loads. Refer to F0C 1609 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 byU.6M=u)for allowable loads. <br /> 5.3.3 Use of Appendix I is limited to siding installations with sheathing on enclosed buildings(GCpi 0.18),no,load <br /> combinations (Ka = I) and site conditions and location of the structure that 6n not meet all conditions <br /> specified in Section 26.8.1 of ASCE 7-10 (Kt= 1.0) at the stated maximum height. Analysis for buildings failing <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 40% of the <br /> mean roof height, whichever issmaller, but not <br /> less than either 4% of the least horizontal plan- <br /> view dimension or 3 feet, as outlined in Figure <br /> 30.4'1ofASCE7'10. <br /> Exterior Research and Design,uc Evaluation Report caozu.w4.mm-1-nu <br /> e,tifuatevf Authorization wsm om EDITION(zu1r)mcmom-xvxzEVALUATION azzsuu-na <br /> mum^uex Vinyl Siding Systems;(517)mo-3ms Revision 3;o9/26/2nz7 <br /> Page svf« <br />
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