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:wi run i r. vv co <br />MEMBER REPORT <br />ROOF, RB#3 <br />2 piece(s) 2 x 6 HF No.2 <br />PASSED <br />Overall Length: 3' 3" <br />Ifl 0 <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Result <br />Actu ld 0 Location <br />Allowed <br />Ran* <br />LOF <br />Load: Combination (pattern) <br />Member Reaction (Ibs) <br />206 @ 0 <br />1823 (1.S0") <br />Passed (11%) <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />132 @ 7" <br />1898 <br />Passed (7%) <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 @ V 7 1/2" <br />0,108 <br />Passed (U999+) <br />1.0 D + 1.0 S (All Spans) <br />Total Load Deft. (in) <br />0.006 @ 1' 7 1/2" <br />0.162 <br />Passed (L,1999+) <br />1.0 D + 1.0 S (All Spans) <br />• A 1.8% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based nn NDS. <br />Suppofts <br />Bearing Length <br />Loads W Supports (lbs) ; <br />Accessories <br />Total <br />Avagable <br />Raqubed <br />Dead <br />Root LIva <br />Snow <br />Factored <br />€1 - Trimmer - HF <br />1.SD" <br />I,SC" <br />1.50" <br />84 <br />98 <br />122 <br />206 <br />None <br />1. 2 - Trimmer - HF <br />1.50" <br />1,50" <br />t.50" <br />84 <br />98 <br />122 <br />2C6 <br />None <br />Lateral Wadng <br />eredng Interwa <br />Commertts <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location <br />TdWWV Width <br />Dead <br />(0.90) <br />Roof Uwe <br />(non -snows 1.25) <br />snow <br />(145) <br />Commence <br />0 - Self Weight (PLF) <br />0 to 3' 3" <br />N(A <br />4.2 <br />-- <br />-- <br />1 - Uniform (PSF) <br />0 to 3' 3" <br />3' <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />I <br />System: Wall <br />Member Type : Header <br />Building Use: Residential <br />Builcing Code: IBC 2018 <br />Design Methodology : ASD <br />Wevelfteuser Noses <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 retard, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, B ocking 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.vveyertiaetiser.com/v4,xApn)d(.Cts/doc.timent-library, <br />The product application, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator <br />ForteWEB Software Operator <br />10/8/2023 9:45:37 PM UTC <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1,4.1 <br />File Name: 9902 <br />Job Notes <br />Chris Lalonde <br />Structural Design Associates <br />(425) 339-0293 <br />cialonde@sdaeverett.cam <br />;x'cye•rhaen,rr <br />