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9 iwiPvn I GvvCd <br />MEMBER REPORT <br />ROOF, RB#3.2 <br />2 piece(s) 2 x 6 HF No.2 <br />PASSED <br />U <br />Overall Length: 6' 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 />Design Results <br />Actual @ locethm <br />Allowed <br />Result <br />LOF <br />Load. Combination (Pattern) <br />Member Reaction (lbs) <br />38800 <br />1823 (1.50") <br />Passed (21%) <br />— <br />1.0 D + 1.0 S (All Spans) <br />Shear (lbs) <br />316 0 7" <br />1898 <br />Passed (17%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (R4bs) <br />606 0 3' 1 1/2" <br />1536 <br />Passed (39%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load DeFl. (in) <br />0.048 @ 3' 1 1/2" <br />0,208 <br />Passed (L/999+) <br />— <br />1.0 D + 1.0 S (All Spans) <br />Toth Load Defl. (in) 1 <br />0.079 @ 3' 1 1/2" <br />0.313 <br />Passed (L/951) <br />I - <br />11.0 D + 1.0 S (All Spans) <br />vcncwmr wrane: LL tLJJOUJ 0n9 rL 114ZWI. <br />• A 4.1% decrease in the moment rapacity has been added to account for lateral stablity. <br />+ Applicable calculations are based on NDS. <br />Supports <br />!Searing Length <br />Loads to Supports (lbs) <br />Accessories <br />Total <br />Available <br />Required <br />Dead <br />Roof Live <br />Snow <br />Factored <br />1- Trimmer - HF <br />1.50" <br />1.50" <br />1 1.50" <br />154 <br />188 <br />234 <br />388 <br />None <br />2 - Trimmer - HF <br />1.50" <br />1.50 <br />L50" <br />154 <br />188 <br />234 <br />388 <br />1 None <br />Lateral Bracing <br />Brachig intervals <br />Comments <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Roof Live <br />Snow <br />Vertical Loads <br />Tributary <br />Location <br />(0.90) <br />(1.25) <br />(1.15) <br />ce <br />Comments <br />0 - Self Weight (PLF) <br />0 to 6 3" N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 6' 3" 3' <br />15.0 <br />20.0 <br />25.0 <br />Roof <br />D <br />Member Length : 6' 3" <br />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 pubtrshed Ci'.sign value;. Weyerhaeuser expressly disclam5 any other wa-r&itses <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authanty 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 8oara, Blacking 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 tCC-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 Instalation details refer to <br />www,weyerhaeuser.rnm/woWpmductsldocument-lbrary. <br />The product application, input design loads, dimensions and support information have been provided by ForteWE6 Software Operator <br />ForteWEB Software Operator Sob Notes 2/ 15/2024 7:49:39 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />(425) 339.0293 <br />dalonde@sdaeverett,com Wcyerhacusc. File Name: 9902 <br />