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19-21807
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19-21807
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Last modified
6/22/2021 8:11:39 AM
Creation date
3/24/2021 11:23:17 AM
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Building Department
Company Name
SLEEPY HOLLOW MOBILE HOME SUBDIVISION
Building Department - Doc Type
Permit
Permit #
19-21807
Building Department - Name
SLEEPY HOLLOW MOBILE (DUKE RICH)
Address
38619 LANSING AVE
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r ^ � <br /> . ' ~� � <br /> 0 <br /> ~~� RUNN UY|E�U7� <br /> �x�" <br /> 4. PRODUCT DESCRIPTION: <br /> This Evaluation Report covers 0o,ondeu Vinyl Siding Systems in o 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. <br /> Btand Product Profiles Thickness <br /> American Classic American Classic insulated Siding System D4,DSDL,D6 0.044" <br /> Cambridge-Beaded 6.5 Beaded 0.0481, <br /> Finish Works Board&Batten 0.044" <br /> Generations Thermal Core Siding D4,D5DL,D6 0.044" <br /> S' UxxrDvroNS: <br /> 52 This is a building code evaluation. NeitherThnitylERD 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,io/wasuoed <br /> for permitting or design guidance unless retained specifically for that purpose. <br /> 5.2 This evaluation report is not for use inF8CHVHZjurisdictions. <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 F8C 1609 for determination of project-specific design wind pressures. The K4DP for the <br /> selected installation shall meet or exceed the design wind pressure requirement for the project for each <br /> pressure zone. <br /> 53.2 Tables are based on vvo|| cladding design wind pressure requirements in accordance with ASCE 7-10, <br /> multiplied byU.6M,u)for allowable loads. <br /> 53,3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpl 0.18),no load <br /> combinations (Kd = 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 failing <br /> outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. <br /> 53.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. <br /> Reference to"NO"indicates additional testing iorequired. <br /> 5.3.5 The dimension of Zones 4 and S (interior and end <br /> zones) xhoU be defined as 10YG of the least <br /> horizontal plan-view dimension or 40y6 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-I0. <br /> Exterior Research and Design,I.I.C. Evaluation Report u3uzo.m4.uy-1-ns <br /> Certificate v/Authorization wyao omsornom<zuo1pucmom'xv*zEVALUATION azzsoo'nu <br /> moranuex Vinyl Siding Systomq(sz7)780-3185 nevisiuna:uy/zs/2uz7 <br /> Page ao,4 <br />
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