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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)404 @ 9' 5 1/4"2352 (3.50")Passed (17%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)206 @ 8' 10 5/16"1238 Passed (17%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)-337 @ 9' 5 1/4"1060 Passed (32%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.085 @ 4' 5 1/16"0.486 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.132 @ 4' 4 7/8"0.649 Passed (L/884)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 15' 6 13/16" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 4/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•A 15% increase in the moment capacity has been added to account for repetitive member usage. <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 - Beveled Plate - SPF 3.50"3.50"1.50"61 107 168 Blocking <br />2 - Beveled Plate - SPF 3.50"3.50"1.50"148 255 404 None <br />3 - Beveled Plate - SPF 3.50"3.50"1.50"17 48/-4 64 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)15' 5" o/c <br />Bottom Edge (Lu)15' 5" o/c <br />Dead Roof Live <br />Vertical Load Location (Side)Spacing (0.90)(1.25)Comments <br />1 - Uniform (PSF)0 to 14' 7 1/2"16"11.0 20.0 Roof rafter <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 />ADU, 2x6 R.R. @16" O.C. <br />1 piece(s) 2 x 6 DF No.2 @ 16" OC <br />ForteWEB Software Operator Job Notes 11/5/2024 11:14:20 AM UTC <br />Alex Chang <br />N/A <br />(657) 331-1935 <br />alex.engineer2223@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, <br />CA 92703 <br />Page 2 / 5