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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2789 @ 7 3/4"7656 (3.50")Passed (36%)--1.0 D + 1.0 Lr (Adj Spans) <br />Shear (lbs)1134 @ 0 4856 Passed (23%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)-1194 @ 7 3/4"6239 Passed (19%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)-0.005 @ 3' 3/16"0.240 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.006 @ 0 0.200 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />System : Roof <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Overhang deflection criteria: LL (2L/240) and TL (0.2"). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <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 - Column - DF 3.50"3.50"1.50"1246 1543 2789 Blocking <br />2 - Column - DF 3.50"3.50"1.50"1218 1518 2736 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)6' 1" o/c <br />Bottom Edge (Lu)6' 1" 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 6' 1"N/A 8.2 -- <br />1 - Uniform (PSF)0 to 6' 1" (Front)8' 6"15.8 20.0 Roof <br />2 - Point (lb)0 (Front)N/A 399 475 Linked from: BM-2, <br />Support 2 <br />3 - Point (lb)0 (Front)N/A 399 475 Linked from: BM-2, <br />Support 2 <br />4 - Point (lb)6' (Front)N/A 399 475 Linked from: BM-2, <br />Support 2 <br />5 - Point (lb)6' (Front)N/A 399 475 Linked from: BM-2, <br />Support 2 <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, BM-1 <br />1 piece(s) 4 x 10 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 2 / 24 <br />Page 9 of 48 <br />1005 S Virlee St <br />Unit# 28/26/2024