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alai rwn 1 C YY co MEMBER REPORT PASSED <br />ROOF, RB#4 <br />2 piece(s) 2 x 6 HF No.2 <br />Crveral. Length:4' 3" <br />4` <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Acbral 0 Location <br />Allowed <br />ResuR <br />ILDF <br />Load. combination (Pattern) <br />Member Reaction (Ibs) <br />1170 @ 0 <br />1823 (1.50") <br />Passed (64%) <br />1.0 D + 1.0 5 (All Spans) <br />Shear (Ibs) <br />849 @ 7" <br />1898 <br />Passed (45%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />1243 @ 2' 1 1/2" <br />1562 <br />Passed (80%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defl. (In) <br />0.046 @ 2' 1 1/2" <br />0.142 <br />Passed (L/999+) <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (in) <br />0.075 @ 2' 1 1/2" <br />0.213 <br />Passed (L(683) <br />1.0 D + 1.0 S (All Spans) <br />• Deflection criteria: L.L. (L./360) and TL (L1240). <br />• A 2.5% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NDS. <br />Supports <br />!faring Length <br />Loads to Supports (Ibs) <br />Accessories <br />Total <br />Aveliabie <br />Requbed <br />Dead <br />Roof I1vf <br />Snow <br />Factored <br />1 - Trimmer - H"r <br />1.50" <br />1.50" <br />1.501. <br />452 <br />574 <br />717 <br />1170 <br />None <br />2 - Trimmer - HF <br />1.50" <br />1.50" <br />1.50" <br />452 <br />574 <br />717 <br />1170 <br />None I <br />Lateral Bracing <br />gradrig Intervals <br />Comments <br />lop Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Votcal Leads <br />Location <br />Tdbutery width <br />Deed <br />(0.90) <br />Roof live <br />(non -snow: 1.25) <br />Snots <br />(1.1s) <br />Comnwtb <br />0 - Self Weight (PLF) <br />0 to 4' 3" <br />N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 4' 3' <br />13' 6" <br />15.5 <br />20.0 <br />25.0 <br />Roof <br />PI <br />system: system : Wall <br />Member Type; Header <br />Building Use : Residential <br />Building Code; IBC 2018 <br />Design Methodology : ASD <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 6 sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and E5R-1387 <br />and/or tested in accordance with applicable AST M standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB Software Operator Job Notes <br />Chris Lalonde <br />Design Assrxiates <br />1425) 339-0293 <br />clalonde&sdaeverett.com WeverlF'aeuser <br />10/13/2023 9:45:37 PM UTC <br />ForteWEB v3.6, Engine: V6.3.1.5, Data: V6.1.4.1 <br />File Name: 9902 <br />