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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2986 @ 12' 2"8181 (3.50")Passed (36%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)2939 @ 11' 3"7402 Passed (40%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)4905 @ 10' 6"11634 Passed (42%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.082 @ 6' 7 3/4"0.400 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.178 @ 6' 8 1/8"0.600 Passed (L/810)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 12' 4" <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2024 <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 />•Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. <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 Floor Live Roof Live Factored Accessories <br />1 - Stud wall - SPF 3.50"3.50"1.50"482 370 223 927 Blocking <br />2 - Stud wall - SPF 3.50"3.50"1.50"1605 370 1381 2986 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)12' 4" o/c <br />Bottom Edge (Lu)12' 4" o/c <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Floor Live Roof Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)(1.25)Comments <br />0 - Self Weight (PLF)0 to 12' 4"N/A 13.2 ---- <br />1 - Uniform (PSF)0 to 12' 4" (Front)6'5.0 10.0 --Default Load <br />2 - Point (lb)10' 6" (Top)N/A 777 --802 Linked from: HIP <br />BEAM, Support 2 <br />3 - Point (lb)10' 6" (Top)N/A 777 --802 Linked from: HIP <br />BEAM, 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 www.weyerhaeuser.com/woodproducts/ <br />document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <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 />roof, RB1 <br />1 piece(s) 6 x 10 DF No.1 <br />ForteWEB Software Operator Job Notes 3/28/2025 10:50:46 PM UTC <br />della tran <br />Della Inc <br />(510) 322-0735 <br />della@dellaincorporated.com <br />ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 <br />File Name: 2719 Huckleberry <br />Page 7 / 8