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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)4880 @ 2"11484 (3.50")Passed (42%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)4251 @ 1' 2 3/4"14273 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)22475 @ 9' 6 1/2"33694 Passed (67%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.506 @ 9' 6 1/2"0.938 Passed (L/445)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)1.078 @ 9' 6 1/2"1.250 Passed (L/209)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 19' 1" <br />System : Roof <br />Member Type : Drop 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 />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 - Stud wall - DF 3.50"3.50"1.50"2590 2290 4880 Blocking <br />2 - Stud wall - DF 3.50"3.50"1.50"2590 2290 4880 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)19' 1" o/c <br />Bottom Edge (Lu)19' 1" 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 19' 1"N/A 18.5 -- <br />1 - Uniform (PSF)0 to 19' 1" (Front)12'21.1 20.0 Default Load <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, RB2 <br />1 piece(s) 5 1/4" x 11 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 4 / 12 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025