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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1739 @ 10' 2 1/4"6563 (3.50")Passed (27%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)767 @ 10' 11 1/4"2610 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)-1728 @ 10' 2 1/4"2720 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.137 @ 15' 5 7/16"0.249 Passed (L/875)--1.0 D + 1.0 L (Alt Spans) <br />Total Load Defl. (in)0.141 @ 15' 5 5/8"0.499 Passed (L/850)--1.0 D + 1.0 L (Alt Spans) <br />TJ-Pro™ Rating N/A N/A N/A --N/A <br />Member Length : 19' 11 3/4" <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/480) and TL (L/240). <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 />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ¹ See Connector grid below for additional information and/or requirements. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Factored Accessories <br />1 - Hanger on DF studWall 3.50"Hanger¹1.50"27 616/-45 643/-19 See note ¹ <br />2 - Stud wall - DF 3.50"3.50"1.50"83 1656 1739 None <br />3 - Plate on concrete - DF 3.50"2.25"1.50"26 610/-68 636/-41 1 1/4" Rim Board <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <br />Bottom Edge (Lu)Continuous <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />1 - Top Mount Hanger BA28-2 3.00"6-10d 8-10d 2-10dx1.5 <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Dead Floor Live <br />Vertical Load Location (Side)Spacing (0.90)(1.00)Comments <br />1 - Uniform (PSF)0 to 20' 4 1/2"16"5.0 100.0 STAIR W/ 100PSF <br />LIVE <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, STAIR STRINGER - 100PSF LIVE <br />2 piece(s) 2 x 8 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 5 / 5 <br />3625 W MacArthur Blvd <br />#30712/9/2024