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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)953 @ 2 1/2"4219 (2.25")Passed (23%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)834 @ 1' 3/4"3330 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)3565 @ 7' 9 1/2"4059 Passed (88%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.376 @ 7' 9 1/2"0.506 Passed (L/484)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.466 @ 7' 9 1/2"0.758 Passed (L/390)--1.0 D + 1.0 L (All Spans) <br />TJ-Pro™ Rating N/A N/A N/A --N/A <br />Member Length : 15' 4 1/2" <br />System : Floor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2021 <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 />•A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />•Applicable calculations are based on NDS. <br />•No composite action between deck and joist was considered in analysis. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Factored Accessories <br />1 - Stud wall - DF 3.50"2.25"1.50"187 779 966 1 1/4" Rim Board <br />2 - Stud wall - DF 3.50"2.25"1.50"187 779 966 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)8' 8" o/c <br />Bottom Edge (Lu)15' 5" o/c <br />Dead Floor Live <br />Vertical Load Location (Side)Spacing (0.90)(1.00)Comments <br />1 - Uniform (PSF)0 to 15' 7"16"18.0 75.0 RETAIL LIVE LOAD <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, (E) MEZZANINE JOIST <br />2 piece(s) 2 x 10 DF No.2 @ 16" OC <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 2 / 5 <br />3625 W MacArthur Blvd <br />#30712/9/2024