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• ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (8'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (95), Risk Category(II), Effective Wind Area <br />determined using full member span and trib. width. <br />• IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 2' 6"17.5 <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 <br />www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />Weyerhaeuser Notes <br />ForteWEB Software Operator Job Notes 12/19/2023 12:30:03 PM UTC <br />negar kordbache <br />sazan <br />(443) 942-2153 <br />negarkordbache@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 1011 W 2nd St Santa Ana, Ca 92703 <br />Page 20 / 23Page 76 of 108 <br />1011 W Second St <br />5/1/2025