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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)284 @ 2 1/2"2231 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)253 @ 8 9/16"1238 Passed (20%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)887 @ 6' 8"1060 Passed (84%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.589 @ 6' 8"0.700 Passed (L/285)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.940 @ 6' 8"0.933 Passed (L/179)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 14' 7 5/8" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 5/12 <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"106 178 284 Blocking <br />2 - Beveled Plate - SPF 3.50"3.50"1.50"106 178 284 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)7' 3" o/c <br />Bottom Edge (Lu)14' 5" o/c <br />Dead Roof Live <br />Vertical Load Location (Side)Spacing (0.90)(1.25)Comments <br />1 - Uniform (PSF)0 to 13' 4"16"11.0 20.0 Default Load <br />Member Notes <br />2X6 R.R. @ 16" O.C. (MAX SPAN = 12'-9") <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 AP DESIGN <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 />Level , R1: 2X6 R.R. @ 16" O.C. <br />1 piece(s) 2 x 6 DF No.2 @ 16" OC <br />ForteWEB Software Operator Job Notes 7/9/2024 7:20:42 AM UTC <br />Anh Phan <br />AP DESIGN <br />(714) 487-7926 <br />anhtuanxd04@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br />File Name: 23190 - 2801 W Elder Ave <br />Page 2 / 8 <br />Page 8 of 22 <br />2801 W Elder Ave & Unit# <br />24/15/2025