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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)482 @ 0 3281 (1.50")Passed (15%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)289 @ 7"2888 Passed (10%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Moment (Ft-lbs)352 @ 1' 5 1/2"2151 Passed (16%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Live Load Defl. (in)0.003 @ 1' 5 1/2"0.097 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Total Load Defl. (in)0.007 @ 1' 5 1/2"0.146 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Lat Member Reaction (lbs)72 @ 2' 11"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)52 @ 5"3696 Passed (1%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)53 @ mid-span 1839 Passed (3%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.002 @ mid-span 0.097 Passed (L/999+)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.13 1.00 Passed (13%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Lateral deflection criteria: Wind (L/360) <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories <br />1 - Trimmer - DF 1.50"1.50"1.50"249 132 178 -142 482 None <br />2 - Trimmer - DF 1.50"1.50"1.50"249 132 178 -142 482 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)2' 11" o/c <br />Bottom Edge (Lu)2' 11" o/c <br />Lateral Connections <br />Supports Plate Size Plate Material Connector Type/Model Quantity Nailing <br />Left 2X Douglas Fir-Larch Nails 8d (0.113" x 2 1/2") (Toe)2 <br />Right 2X Douglas Fir-Larch Nails 8d (0.113" x 2 1/2") (Toe)2 <br />Dead Floor Live Roof Live Wind <br />Vertical Loads Location Tributary Width (0.90)(1.00)(non-snow: 1.25)(1.60)Comments <br />0 - Self Weight (PLF)0 to 2' 11"N/A 4.9 ------ <br />1 - Uniform (PSF)0 to 2' 11"1'16.0 ---WALL <br />2 - Uniform (PLF)0 to 2' 11"N/A 77.3 -122.3 -97.5 Linked from: RR-1, <br />Support 1 <br />3 - Uniform (PLF)0 to 2' 11"N/A 72.8 90.8 --Linked from: CJ-1, <br />Support 1 <br />• 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 />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 4' 9 5/8"17.3 <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />CEILING, HDR-2 <br />1 piece(s) 4 x 6 DF No.2 <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 15 / 23Page 72 of 108 <br />1011 W Second St <br />5/1/2025