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r<al r v Itt 1 c vv co <br />11 <br />MEMBER REPORT PASSED <br />MAIN, MB#4 <br />3 piece(s) 2 x 8 HF No.2 t <br />Overall Length: 5' 3' <br />5' <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual a Location <br />Allowed <br />Result <br />LDF <br />Load- Combination (Pattern) <br />Member Reaction (ibs) <br />2202 @ 0 <br />2734 (1.50") <br />Passed (81%) <br />•- <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />Shear (lbs) <br />1590 @ B 3/4" <br />3752 <br />Passed (42%) <br />1.15 <br />1.0 D + 0.75 L + 0.75 5 (All Spans) <br />Moment (Ft-lbs) <br />2890 @ 2' 7 1/2" <br />3735 <br />Passed (77%) <br />1.15 <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />Live Load Defl. (in) <br />0.043 @ 2' 7 1/2" <br />0.175 <br />Passed (L/999+) <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />Total Load Defl. (in) <br />0.077 @ 2' 7 1/2' 1 <br />0.262 <br />1 Passed (U816) <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />• uenecuon criteria: ILL (L/sbo) and TL (t,R40). <br />• A 3.1% decrease in the moment capacity has been added to account for iateral stability. <br />• Applicable calculations are based on NOS. <br />System : Wall <br />Member Type: Header <br />Building Use: Residential <br />Building Code: IBC 2018 <br />Design Methodology: ASD <br />Supports <br />Daring Length <br />Loads to supports (ibs) <br />A — lies <br />Twat <br />Available <br />Required <br />Dead <br />Flom Live <br />Roof Lie <br />Sm. <br />Factored <br />1 - Trimmer - HF <br />1.50" <br />1.50" <br />i.50" <br />967 <br />906 <br />593 <br />741 <br />2202 <br />None <br />2 - Trimmer - HF <br />1.50" <br />1.50" <br />1-50" <br />967 <br />906 <br />593 <br />1 741 <br />2202 <br />None <br />Lateral Bracing <br />BracingInti-11s <br />comments <br />Top Edge (Lu) <br />End Bearing Points <br />Boom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location <br />Tributary WWifi <br />Dad <br />(0.90) <br />Moor Uwe <br />(1.00) <br />Roof Lire <br />(non -snow: 1.25) <br />Snow <br />(1.15) <br />cummenb <br />0 - Self Weight (PLF) <br />0 to 53" <br />NJA <br />8.3 <br />I - uniform (PLF) <br />0 to 5' 3" <br />N/A <br />293.0 <br />345.0 <br />141..0 <br />176.0 <br />Linked from: <br />IST94, support 1 <br />2 - Uniform (PSF) <br />0 to 5' 3" <br />4' 3" <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />WeyerhaeLiew 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 />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 foresW 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 ASfM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www,weyerhaeuser.com/woodprodL;cts/document-library. <br />The product application, input design loads, dimensions and support information have beer provided by ForteWEB Software Operator <br />ForteWEB Software Operator Job Notes 10(8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />cialo e(osd 93 File Name: 9902 clalonde(�sdaeverett.com Warycrhae,acerr <br />