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i11 r V R! C YY G O MEMBER REPORT PASSED <br />ROOF, GT (RXN ONLY) <br />2 piece(s) 1 3/4" x 18" 2.0E Microllam@ LVL <br />Overall Length: 2.2' 2." <br />v <br />r <br />r <br />21' 3" <br />lJ <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 • Loadotr <br />Allowed <br />Result <br />L.DP <br />Lard: Combinatim (Patten) <br />Member Reaction (Ibs) <br />7162 @ 4" <br />7796 (5.50") <br />Passed (92%) <br />-- <br />1.0 D + 1.0 5 (All Spans) <br />Shear (Ibs) <br />5897 @ 1' 11 1/2" <br />13766 <br />Passed (43%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />37340 @ 11' 1" <br />44566 <br />Passed (84%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defl. (in) <br />0.589 @ 11, 1" <br />1.075 <br />Passed (L/438) <br />1.0 D + 1.0 S (All Spans) <br />Totai Load Defl. (in) <br />0.982 @ 11' 1" <br />1.433 <br />Passed (1-1263) <br />1.0 D + 1.0 S (All Spans) <br />uenecoon criteria: a (LIZ4u) ano r L (L/1nu). <br />swill'oft <br />searing Length <br />L.osds to Supports (Ibs) <br />ACCesswies <br />Total <br />Available <br />Required <br />Dead <br />Roof Live <br />snow <br />Factoried <br />1 - Stud wail - HF <br />5.50" <br />5.50" <br />5.051, <br />2868 <br />3436 <br />4295 <br />7162 <br />Blocking <br />2 - Stud wall - HF <br />5.50" <br />5.50" <br />1 5.05" <br />2868 <br />3436 <br />4295 <br />7162 <br />Blocking <br />.n,,...,..y ." 111 ".. --1 -„ w _11 r I- - .i­ wrauy dwn a,cr" aim "lr — iww is anw".v w cne memoer vemg oesrgnen. <br />Lateral Bracing <br />tracing Prttsrvsis <br />comments <br />Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location (Side) <br />Tributary Wllsh <br />Dead <br />(0.90) <br />Roof Live <br />(non -arrow: 1.25) <br />snow <br />(1.15) <br />comments <br />0 - Self Weight (PLF) <br />0 to 2.2' 2" <br />N/A <br />18.4- <br />- <br />1 - Uniform (PSF) <br />0 to 22' 2" (Front) <br />7 <br />15.8 <br />Z0.0 <br />25.0 <br />Roof <br />2 - Uniform (PSF) <br />0 to 22' 2" (Front) <br />13' 6" <br />15.5 <br />20.0 <br />25.0 <br />Roof <br />System: Roof <br />Member Type: Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology: ASD <br />Member Pitch : 0112 <br />Weveftelliver Nobel <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disc"aims 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, twAder 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 forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by iCC-ES under evaluation reports E511-1153 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.weyerhaeuser.corr./woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />------------- <br />_.. <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 />dalonde@sdaeverett.com Wcycrhacuscr He Name: 9902 <br />