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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1116 @ 2"4922 (2.25")Passed (23%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1056 @ 1' 3/4"7824 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)7237 @ 8' 9"15519 Passed (47%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.387 @ 8' 11 7/8"0.444 Passed (L/550)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.725 @ 8' 11 7/8"0.887 Passed (L/294)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 17' 10 1/2" <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/480) and TL (L/240). <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 - Stud wall - DF 3.50"2.25"1.50"533 588 1121 1 1/4" Rim Board <br />2 - Stud wall - DF 3.50"2.25"1.50"518 568 1086 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)17' 11" o/c <br />Bottom Edge (Lu)17' 11" 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 17' 11 3/4"N/A 10.1 -- <br />1 - Uniform (PSF)0 to 18' 1" (Front)1' 6"15.0 20.0 Default Load <br />2 - Point (lb)8' 9" (Front)N/A 463 614 <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, B1 <br />1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL <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 10 / 12 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025