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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1243 @ 2' 3"5156 (1.50")Passed (24%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1132 @ 1' 8"4285 Passed (26%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)879 @ 1' 6"3466 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.003 @ 1' 1 15/16"0.075 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.005 @ 1' 1 15/16"0.112 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <br />•This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Factored Accessories <br />1 - Trimmer - DF 1.50"1.50"1.50"381 127 348 737 None <br />2 - Trimmer - DF 1.50"1.50"1.50"637 164 607 1243 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)2' 3" o/c <br />Bottom Edge (Lu)2' 3" o/c <br />Dead Floor Live Roof Live <br />Vertical Loads Location Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)0 to 2' 3"N/A 7.7 ---- <br />1 - Uniform (PSF)0 to 2' 3"4'15.8 -20.0 Roof <br />2 - Uniform (PSF)0 to 2' 3"8'5.0 10.0 -Ceiling <br />3 - Point (lb)1' 6"N/A 768 111 775 Linked from: BM-3, <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 ForteWEB Software Operator <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, HDR-1 <br />1 piece(s) 6 x 6 DF No.1 <br />ForteWEB Software Operator Job Notes 10/8/2023 6:53:29 PM UTC <br />Rong Lei <br />RL Engineering <br />(415) 887-8691 <br />leirongyao@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 23-1017 1005 S Virlee St, Santa Ana <br />Page 8 / 24 <br />Page 15 of 48 <br />1005 S Virlee St <br />Unit# 28/26/2024