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AlirwR i cvvco <br />MEMBER REPORT PASSED <br />ROOF, Rl3#2 <br />2 piece(s) 2 x 6 HF No.2 <br />N <br />Overai Length:: 3" <br />� 3' <br />q <br />a n <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Restdts <br />Actual ® Location <br />AUaured <br />RmuR <br />t.DF <br />Load: r ombinsidw (Patlorn) <br />Member Reaction (Ibs) <br />803 @ 0 <br />1823 (1.50") <br />Passed (44%) <br />1.0 D + 1.0 S (All Spans) <br />Shear (lips) <br />514 @ 7" <br />1898 <br />Passed (27%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />652 @ 1' 7 1/2" <br />1572 <br />Passed (41%) <br />1.15 <br />1.0 D + 1.0 S (All Spars) <br />Live Load Defl. (in) <br />0.014 @ 1' 7 1/2" <br />0.108 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 5 (All Spars) <br />Total Load Defl. (in) <br />0.023 @ 1' 7 1/2" <br />0.162 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 S (All Spans) <br />• ueneuron cncena: u, tryooul ano r L. tr./Zqu)- <br />• A 1.8% decrease in the moment capacity has been added to account for lateral stability, <br />• Applicable calculations are based on Nos. <br />Supports <br />Bearing Length <br />Loads to Supports (Ibs) <br />Ac-rfee <br />Total <br />Araliable <br />Required <br />(lead <br />Roof Uve <br />Snow <br />Factored <br />i -Trimmer - HF <br />1.50" <br />1.50" <br />1.50" <br />315 <br />390 <br />488 <br />803 <br />None <br />2 - Timmer - HF <br />ISO" <br />2.50" <br />1.50" <br />315 <br />390 <br />488 <br />803 <br />None <br />Lateral Bracing <br />Bracing 1neKtslis <br />Cam to , <br />I op Edge (Lu) <br />End Bearng Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location <br />Trbub" 1111 <br />Dead <br />(0.90) <br />Roof Lire <br />(non-talowr 1.25) <br />Snow <br />(145) <br />Comments <br />0 - Self Weight (PLF) <br />0 to 3' 3" <br />N(A <br />4.2 <br />1 - Uniform (PSF) <br />0 In 3' 3" <br />12' <br />15.8 <br />2.0.0 <br />25.0 <br />Rmf <br />I <br />System : Wall <br />Menber Type : Header <br />Building Use : Residential <br />Building Cade : IBC 2018 <br />Design Methodology : ASD <br />we efhaeuser 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 fad[ities are third -party certified to 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 ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhatuser.wmlwoodproduct!i/doLurrient-library <br />The product application, input design loads, dimensions and support information have been 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 v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />'dabnde@sdaeverett.com %bxrhacuier File Name: 9902 <br />