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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)246 @ 2 1/2" 3281 (3.50") Passed (7%) -- 1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)216 @ 8 11/16"1238 Passed (17%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)693 @ 6' 1/2"1060 Passed (65%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.371 @ 6' 1/2" 0.615 Passed (L/398) -- 1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.567 @ 6' 1/2" 0.820 Passed (L/260) -- 1.0 D + 1.0 Lr (All Spans) <br />Member Length : 12' 10 11/16" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 4/12 <br />• Deflection criteria: LL (L/240) and TL (L/180). <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• Applicable calculations are based on NDS. <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Beveled Plate - DF 3.50" 3.50" 1.50" 85 161 246 Blocking <br />2 - Beveled Plate - DF 3.50" 3.50" 1.50" 85 161 246 Blocking <br />•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <br />Bottom Edge (Lu)Continuous <br />Dead Roof Live <br />Vertical Load Location (Side)Spacing (0.90)(1.25)Comments <br />1 - Uniform (PSF)0 to 12' 1"16"10.0 20.0 Roof Load <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 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 www.weyerhaeuser.com/woodproducts/ <br />document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />Weyerhaeuser Notes <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). <br />MEMBER REPORT PASSED <br />Level, 2x6 @ 16" O.C. R.R. Check <br />1 piece(s) 2 x 6 DF No.2 @ 16" OC <br />ForteWEB Software Operator Job Notes 2/14/2025 12:57:36 AM UTC <br />Trang Ho <br />LT Designs <br />(714) 213-1608 <br />onetrang10@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 1126 Elaine Dr <br />Page 2 / 6 <br />3