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4631 DARLINGTON LN 2025-08-19
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4631 DARLINGTON LN 2025-08-19
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Last modified
8/19/2025 1:45:19 PM
Creation date
7/21/2025 11:32:53 AM
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Address Document
Street Name
DARLINGTON LN
Street Number
4631
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° I 0 R T Eii : : MEMBER REPORT PASSED <br /> Deck Framing,(E)Deck Posts <br /> 1 piece(s)4 x 4 DF No.2 <br /> Post Height:8' <br /> Design Results Actual Allowed Result LDF Load:Combination <br /> E` Slenderness 27 50 Passed(550/6) -- -- <br /> Compression(Ibs) 1387 6960 Passed(20%) 1.00 1.0 D+1.0 L <br /> Base Bearing(Ibs) 1387 363825 Passed(0%) -- 1.0 D+1.0 L <br /> Bending/Compression 0.15 1 Passed(15%) 1.00 1.0 D+L0 L <br /> • Input axial load eccentricity for this design is 16.67%of applicable member side dimension. <br /> r •Applicable calculations are based on NDS. <br /> Y <br /> Member T Fr g <br /> .; Su Orts Type _ MaterFal Type;Free Standing Post <br /> Base Plate Sieel Building Code:IBC 201E <br /> Design Methodology:ASO <br /> i r Max Unbraced Length comments <br /> Full Member length No bracing assumed. <br /> k� <br /> Diawfng Is Conceptual <br /> Dead: Floor Live <br /> Vertical Load .':.':, .::`:':.(0.g0)':`:`: ;:`:(1.00). .' comments.:`:':': <br /> 1-Point(lb) 209 1178 Linkedsupport <br /> 1from:(E)Deck Beam, <br /> Su 1 <br /> i Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> t related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is <br /> e responsible to assure that this calculation Is compatible with the overall Project.Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> e and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to <br /> t wvnv.weyerhaeuser,comhvoodproducts/document-library. <br /> i <br /> t The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br />{ <br /> i <br /> is <br /> i <br /> i' <br /> I <br />:. <br /> ForteWEB Software Operator Job Notes 5/30/2024 4:40:32 PM UTC <br /> NabR Kausal-Hayes <br /> NKN Engineering ForteWEB 0.7,Engine:V8.4.0.40,Data:V8.1.5.0 <br /> (206)601-9728 <br /> nabtl@nkhengineering.com \Ccyerhacuscr <br /> NKH Eng neering S3 <br />
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