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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2787 @ 7' 6 1/4"4091 (5.50")Passed (68%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1266 @ 6' 8 1/4"3278 Passed (39%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)-2113 @ 7' 6 1/4"3889 Passed (54%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.103 @ 3' 6 1/2"0.368 Passed (L/857)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.169 @ 3' 5 1/2"0.490 Passed (L/521)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 17' 6 1/2" <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"463 614 1077 Blocking <br />2 - Stud wall - SPF 5.50"5.50"3.75"1255 1532 2787 Blocking <br />3 - Stud wall - DF 3.50"3.50"1.50"117 155 272 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)14' 10" o/c <br />Bottom Edge (Lu)10' 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 17' 6 1/2"N/A 4.0 -- <br />1 - Uniform (PSF)0 to 7' (Front)9' 6"15.8 20.0 Default Load <br />2 - Tapered (PSF)7' to 16' 6" (Front)9' 6" to 0 15.8 20.0 <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, RB3 <br />1 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL <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 5 / 12 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025