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Wall Height: 5'Member Height: 4' 7 1/2"Tributary Width: 1' 4" Design Results Actual Allowed Result LDF Load: Combination Slenderness 16 50 Passed (32%)---- Compression (lbs)2218 16234 Passed (14%)1.25 1.0 D + 1.0 Lr Plate Bearing (lbs)2218 7656 Passed (29%)--1.0 D + 1.0 Lr Lateral Reaction (lbs)33 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)28 2352 Passed (1%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)38 @ mid-span 1286 Passed (3%)1.60 1.0 D + 0.6 W Total Deflection (in)0.01 @ mid-span 0.15 Passed (L/10937)--1.0 D + 0.6 W Bending/Compression 0.03 1 Passed (3%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/360) •Input axial load eccentricity for the design is zero •Member connection at both ends must be checked against an uplift of -197. •Applicable calculations are based on NDS. •This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. Supports Type Material Top Dbl 2X Douglas Fir-Larch Base 2X Douglas Fir-Larch Max Unbraced Length Comments 4' 7 1/2" System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe)2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe)2 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Roof Live Wind Vertical Load Tributary Width (0.90)(non-snow: 1.25)(1.60)Comments 1 - Point (lb)N/A 888 1330 -1085 Linked from: RB-2, Support 2 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (9' 9"), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (95), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 1' 4"17.6 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 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 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 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 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/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED ROOF, C1 1 piece(s) 4 x 4 DF No.2 ForteWEB Software Operator Job Notes 12/19/2023 12:30:03 PM UTC negar kordbache sazan (443) 942-2153 negarkordbache@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1011 W 2nd St Santa Ana, Ca 92703 Page 5 / 23Page 63 of 108 1011 W Second St 5/1/2025