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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs) 4727 @ 12' 4 1/2" 6563 (3.00") Passed (72%) -- 1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs) 4463 @ 11' 3 1/8" 10044 Passed (44%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs) 18525 @ 8' 24878 Passed (74%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in) 0.226 @ 6' 7 7/16" 0.408 Passed (L/652) -- 1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in) 0.432 @ 6' 7 3/16" 0.613 Passed (L/340) -- 1.0 D + 1.0 Lr (All Spans) <br />Member Length : 12' 6" <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 />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Trimmer - DF 3.00" 3.00" 1.50" 1607 1611 3218 None <br />2 - Trimmer - DF 3.00" 3.00" 2.16" 2277 2449 4727 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu) 12' 6" o/c <br />Bottom Edge (Lu) 12' 6" 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 12' 6" N/A 13.0 -- <br />1 - Uniform (PSF) 0 to 12' 6" 2' 15.0 20.0 ROOF <br />2 - Uniform (PSF) 0 to 12' 6" 5' 6.0 10.0 CEILING <br />3 - Point (lb) 8' N/A 20 -- WALL ABOVE <br />4 - Uniform (PSF) 0 to 12' 6" 1' 50.0 -- DOOR <br />5 - Point (lb) 8' N/A 2327 2935 Linked from: RB-1, <br />Support 2 <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 Sam Mobed <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, HD-2 <br />1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL <br />10/24/2025 7:53:26 PM UTC <br />Sam Mobed <br />Nick Engineering Inc. <br />(310) 433-7927 <br />smobed@gmail.com <br />ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 <br />File Name: 2233 W Hall Ave <br />Page 1 / 1 <br />9