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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1800 @ 2"7656 (3.50")Passed (24%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1785 @ 1' 2 3/4"9516 Passed (19%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)14556 @ 8' 6"22463 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.373 @ 8' 6"0.863 Passed (L/555)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.726 @ 8' 6"1.150 Passed (L/285)--1.0 D + 1.0 Lr (All Spans) <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 />•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"895 905 1800 Blocking <br />2 - Stud wall - DF 3.50"3.50"1.50"844 845 1689 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)17' 7" o/c <br />Bottom Edge (Lu)17' 7" o/c <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)0 to 17' 7"N/A 12.3 -- <br />1 - Point (lb)8' 6" (Top)N/A 422 478 Linked from: HP-1, <br />Support 2 <br />2 - Point (lb)8' 6" (Top)N/A 422 478 Linked from: HP-1, <br />Support 2 <br />3 - Point (lb)8' 6" (Top)N/A 679 794 Linked from: RB-1, <br />Support 1 <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 <br />www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by Sam Mobed <br />Weyerhaeuser Notes <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />ROOF, CB-4 <br />1 piece(s) 3 1/2" x 11 1/4" 2.2E Parallam® PSL <br />ForteWEB Software Operator Job Notes 1/12/2024 7:53:03 AM UTC <br />Sam Mobed <br />Nick Engineering Inc. <br />(310) 433-7927 <br />smobed@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 1401 W Highland St (ADU) <br />Page 1 / 1 <br />1401 W Highland St & #2 - <br />101118574 & 766/10/2024