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, wirun i cvvco <br />MEMBER REPORT <br />I <br />ROOF, RB#3.1 <br />2 piece(s) 2 x 6 HF No.2 <br />3' <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Resign Results <br />Actual 0 Location <br />Allowed <br />Result <br />4DF <br />Load; Combination (Pattern) <br />Member Reaction (Ibs) <br />206 @ 0 <br />1823 (1.50") <br />Passed (11%) <br />-- <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />132 @ 7" <br />1898 <br />Passed (7a/o) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />167 @ 1' 7 1/2" <br />1572 <br />Passed (11%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defl. (in) <br />0.003 @ P 71/2" <br />0.108 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (in) <br />0.006 @ 1' 7 1/2" <br />0.162 <br />Passed (U949+) <br />1.0 D + 1.0 S (All Spans) <br />wncl.uvli uucna: u tLF70o1 ana I L LU[•fu1. <br />• A 1.8% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicablg calculations are based on NDs. <br />Supports <br />µ <br />Bearing Length <br />Loads to Supports (Ibs) <br />A-rles <br />Tatar <br />Available <br />Required <br />' Dead <br />Roof Live <br />Snow <br />Factored <br />1- Trimmer - HF <br />1.50" <br />1 1.50" <br />1 1.50" <br />84 <br />98 <br />122 <br />206 <br />None <br />2 - Trimmer - HF <br />1.50" <br />1.50" <br />1.50" <br />84 <br />98 <br />122 <br />206 <br />None <br />Lateral Bracing <br />Brauno latemads <br />co mm <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Rao€ Live <br />Snow <br />Vertical Loads <br />Location <br />T� <br />(0.90) <br />(LZS) <br />(LIS) <br />comments <br />0 - Self Weight (PLF) <br />0 to TT' <br />N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 3' 3" <br />3' <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />PASSED <br />.i,-Z <br />0 <br />Member Length : 3' 3" <br />System : Wall <br />Member Type: Header <br />Building Use: Residential <br />Building Code: IBC 2018 <br />Design Methodology: Aso <br />f eT'iii9e'Usei' litotes <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 />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 />responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) 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 />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www. weyerhaeuser.com/woodproductsldocument-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB Software Operator lob Notes 2/ 15/2024 7:49:39 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />(425) 339-0293 <br />clalonde@sdaeverett.com Werrhacosor File Name: 9902 <br />