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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1296 @ 0 3281 (1.50") Passed (39%) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)1008 @ 7"2888 Passed (35%) 1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Moment (Ft-lbs)1701 @ 2' 7 1/2" 2151 Passed (79%) 1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Live Load Defl. (in)0.057 @ 2' 7 1/2" 0.175 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.109 @ 2' 7 1/2" 0.262 Passed (L/580) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 5' 3" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />• Deflection criteria: LL (L/360) and TL (L/240). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Factored Accessories <br />1 - Trimmer - DF 1.50" 1.50" 1.50" 617 302 604 1296 None <br />2 - Trimmer - DF 1.50" 1.50" 1.50" 617 302 604 1296 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)5' 3" o/c <br />Bottom Edge (Lu)5' 3" o/c <br />Dead Floor Live Roof Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.00)(1.25)Comments <br />0 - Self Weight (PLF)0 to 5' 3"N/A 4.9 ---- <br />1 - Uniform (PSF)0 to 5' 3"11' 6"15.0 -20.0 Roof Load <br />2 - Uniform (PSF)0 to 5' 3"11' 6"5.0 10.0 -Ceiling 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, Header Check <br />1 piece(s) 4 x 6 DF No.2 <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 4 / 6 <br />5