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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2574 @ 1 1/2"6563 (3.00")Passed (39%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)1694 @ 10 1/4"3045 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)2903 @ 2' 6"2971 Passed (98%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.053 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.066 @ 2' 6"0.237 Passed (L/860)--1.0 D + 1.0 L (All Spans) <br />Member Length : 5' <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•A 0.6% decrease in the moment capacity has been added to account for lateral stability. <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Factored Accessories <br />1 - Trimmer - DF 3.00"3.00"1.50"511 2063 2574 None <br />2 - Trimmer - DF 3.00"3.00"1.50"511 2063 2574 None <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)End Bearing Points <br />Bottom Edge (Lu)End Bearing Points <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Floor Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)Comments <br />0 - Self Weight (PLF)0 to 5'N/A 6.4 -- <br />1 - Uniform (PSF)0 to 5' (Top)11'18.0 75.0 MEZZ W/ RETAIL <br />LL <br />Member Notes <br />MAX SPAN AND LOADING <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 />MEZZ FRAMING, (N) HEADER <br />1 piece(s) 4 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 10/18/2024 5:56:45 PM UTC <br />ivan castro <br />GCA <br />(619) 805-6194 <br />garciacastro.se@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 2416 // 3625 MACARTHUR PARK TI <br />Page 3 / 5 <br />3625 W MacArthur Blvd <br />#30712/9/2024