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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] <br />Member Reaction (lbs)1729 @ 0 3281 (1.50")Passed (53%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) [1] <br />Shear (lbs)1494 @ 8 3/4"3806 Passed (39%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Moment (Ft-lbs)2822 @ 2'3737 Passed (76%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Vert Live Load Defl. (in)0.022 @ 2' 1 3/8"0.142 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) [1] <br />Vert Total Load Defl. (in)0.044 @ 2' 1 7/16"0.213 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) [1] <br />Lat Member Reaction (lbs)56 @ 4' 3"N/A Passed (N/A)1.60 1.0 D + 0.6 W [1] <br />Lat Shear (lbs)45 @ 5"4872 Passed (1%)1.60 1.0 D + 0.6 W [1] <br />Lat Moment (Ft-lbs)59 @ mid-span 2425 Passed (2%)1.60 1.0 D + 0.6 W [1] <br />Lat Deflection (in)0.003 @ mid-span 0.142 Passed (L/999+)--1.0 D + 0.6 W [1] <br />Bi-Axial Bending 0.58 1.00 Passed (58%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr [1] <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"893 290 825 -673 1729 None <br />2 - Trimmer - DF 1.50"1.50"1.50"838 283 762 -621 1621 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 3" o/c <br />Bottom Edge (Lu)4' 3" 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 4' 3"N/A 6.4 ------ <br />1 - Uniform (PSF)0 to 4' 3"1'16.0 ---Default Load <br />2 - Uniform (PLF)0 to 4' 3"N/A 84.8 106.5 --Linked from: CJ-1, <br />Support 1 <br />3 - Uniform (PLF)0 to 4' 3"N/A 77.3 -122.3 -97.5 Linked from: RR-1, <br />Support 1 <br />4 - Point (lb)2'N/A 947 120 1067 16/-879 Linked from: C4, <br />Support 1 <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-3 <br />1 piece(s) 4 x 8 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 19 / 23Page 75 of 108 <br />1011 W Second St <br />5/1/2025