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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)261 @ 0 3281 (1.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)189 @ 7"2888 Passed (7%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)277 @ 2' 1 1/2"2390 Passed (12%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.004 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.011 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 4' 3" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2024 <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 Roof Live Factored Accessories <br />1 - Trimmer - SPF 1.50"1.50"1.50"176 85 261 None <br />2 - Trimmer - SPF 1.50"1.50"1.50"176 85 261 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 3" o/c <br />Bottom Edge (Lu)4' 3" o/c <br />Dead Roof Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 4' 3"N/A 4.9 -- <br />1 - Uniform (PSF)0 to 4' 3"2'15.0 20.0 ROOF <br />2 - Uniform (PSF)0 to 4' 3"3'16.0 --EXT WALL <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 />ROOF, H1 <br />1 piece(s) 4 x 6 DF No.1 <br />ForteWEB Software Operator Job Notes 1/22/2026 10:25:44 PM UTC <br />JOSE RAMIREZ <br />RAMIREZ STRUCTURAL INC <br />(562) 519-6045 <br />moises@ramirezstructural.com <br />ForteWEB v4.0, Engine: V8.4.5.1, Data: V25.26.55.57 <br />File Name: 26-135-2323 W LA VERNE <br />Page 7 / 9