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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2037 @ 0 3281 (1.50")Passed (62%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1748 @ 1' 3/4"5906 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)7639 @ 7' 6"8459 Passed (90%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.298 @ 7' 6"0.500 Passed (L/603)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.438 @ 7' 6"0.750 Passed (L/411)--1.0 D + 1.0 Lr (All Spans) <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 Roof Live Factored Accessories <br />1 - Trimmer - SPF 1.50"1.50"1.50"650 1388 2037 None <br />2 - Trimmer - SPF 1.50"1.50"1.50"650 1388 2037 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)15' o/c <br />Bottom Edge (Lu)15' o/c <br />Dead Roof Live <br />Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)0 to 15'N/A 10.0 -- <br />1 - Uniform (PSF)0 to 15'6' 3"6.5 20.0 Default Load <br />2 - Uniform (PSF)0 to 15'6'6.0 10.0 <br />Member Notes <br />BEAM AT LIVING <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 <br />www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by AP DESIGN <br />Weyerhaeuser Notes <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />Level, BM2: BEAM AT LIVING <br />1 piece(s) 4 x 12 DF No.1 <br />ForteWEB Software Operator Job Notes 10/16/2023 5:44:23 AM UTC <br />Anh Phan <br />AP DESIGN <br />(714) 487-7926 <br />anhtuanxd04@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 23141 - 522 S Raitt St <br />Page 5 / 5 <br />Page 11 of 19 <br />522 S Raitt St & #2 - <br />101118250-518/19/2024