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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)3689 @ 2"4922 (2.25")Passed (75%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)3169 @ 1' 2 3/4"9516 Passed (33%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)14486 @ 8' 1"22463 Passed (64%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.431 @ 8' 1"0.792 Passed (L/441)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.829 @ 8' 1"1.056 Passed (L/229)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 15' 11 1/2" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2024 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Column Cap - steel 3.50"2.25"1.69"1795 1940 3735 1 1/4" Rim Board <br />2 - Column Cap - steel 3.50"2.25"1.69"1795 1940 3735 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)16' o/c <br />Bottom Edge (Lu)16' o/c <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)1 1/4" to 16' 3/4"N/A 12.3 -- <br />1 - Uniform (PSF)0 to 16' 2" (Front)12'15.0 20.0 ROOF <br />2 - Uniform (PSF)0 to 16' 2" (Front)3'10.0 --INT 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, B2 <br />1 piece(s) 3 1/2" x 11 1/4" 2.0E Parallam® PSL <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 6 / 9