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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)5158 @ 1 1/2"6563 (3.00")Passed (79%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)2327 @ 10 1/4"3806 Passed (61%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)1712 @ 4' 4 11/16"2691 Passed (64%)0.90 1.0 D (All Spans) <br />Live Load Defl. (in)0.062 @ 4' 8 13/16"0.358 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.267 @ 5' 1 5/8"0.313 Passed (L/483)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 11' <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 (5/16"). <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 - DF 3.00"3.00"2.36"2948 2210 5158 None <br />2 - Trimmer - DF 3.00"3.00"1.50"538 80 618 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)11' o/c <br />Bottom Edge (Lu)11' 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 11'N/A 6.4 -- <br />1 - Uniform (PSF)0 to 11'5'15.0 -WALL <br />2 - Point (lb)6"N/A 2590 2290 <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 LY PHAN <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 />Level, H1 <br />1 piece(s) 4 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 12/8/2024 5:23:57 PM UTC <br />Hai Pham <br />Gemini Design <br />(714) 707-8839 <br />hainp@uci.edu <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 2726 STRAWBERRY <br />NEW DETACHED ADU IN SANTA ANA <br />Page 12 / 12 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025