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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)149 @ 2' 11 1/4"2231 (3.50")Passed (7%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)94 @ 3' 4 1/2"788 Passed (12%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)-130 @ 2' 11 1/4"431 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.030 @ 4' 4"0.200 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.050 @ 4' 4"0.200 Passed (2L/674)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 4' 4" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Overhang deflection criteria: LL (0.2") and TL (0.2"). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to 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"3.50"1.50"-15 -27 -42 Blocking <br />2 - Stud wall - SPF 3.50"3.50"1.50"61 88 149 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 4" o/c <br />Bottom Edge (Lu)4' 4" 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)0 to 4' 4"N/A 1.3 -- <br />1 - Uniform (PSF)0 to 4' 4" (Front)0 15.0 20.0 Default Load <br />2 - Point (lb)4' 4" (Front)N/A 35 55 <br />Member Notes <br />(converted from: Roof Drop Beam) <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 Level, Roof: Rim Joist B6 <br />1 piece(s) 2 x 4 DF No.2 <br />ForteWEB Software Operator Job Notes 1/2/2025 6:42:14 PM UTC <br />Michael Bryson <br />n/a <br />(562) 285-9995 <br />paisiello3@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 16113.00.ADU 1123 Magnolia Ave <br />Page 1 / 1 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025