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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)216 @ 0 3281 (1.50")Passed (7%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)126 @ 7"2310 Passed (5%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)157 @ 1' 6 3/4"1715 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Vert Live Load Defl. (in)0.001 @ 1' 6 3/4"0.063 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Vert Total Load Defl. (in)0.004 @ 1' 6 3/4"0.078 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Lat Member Reaction (lbs)89 @ 3' 1 1/2"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)65 @ 5"3696 Passed (2%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)70 @ mid-span 1839 Passed (4%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.003 @ mid-span 0.104 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.09 1.00 Passed (9%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr Member Length : 3' 1 1/2" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/600) and TL (L/480). •Wall deflection criteria: TL (L/360) •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"160 42 33 -33 216 None 2 - Trimmer - DF 1.50"1.50"1.50"160 42 33 -33 216 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu)End Bearing Points Bottom Edge (Lu)End Bearing Points Lateral Connections Supports Stud Size Stud Material Connector Type/Model Quantity Nailing Left 2X Douglas Fir-Larch Nails 8d (0.113" x 2 1/2") (Toe)2 Right 2X Douglas Fir-Larch Nails 8d (0.113" x 2 1/2") (Toe)2 Dead Floor Live Roof Live Wind Vertical Loads Location Tributary Width (0.90)(1.00)(1.25)(1.60)Comments 0 - Self Weight (PLF)0 to 3' 1 1/2"N/A 4.9 ------ 1 - Uniform (PSF)0 to 3' 1 1/2"4' 7"16.0 ------EX.WALL LOAD 2 - Uniform (PSF)0 to 3' 1 1/2"1' 4"12.0 --16.0 -16.0 3 - Uniform (PSF)0 to 3' 1 1/2"1' 4"6.0 20.0 ----clg load • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (12' 1"), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (95), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), 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 5' 7"17.0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED CLG, (N)HDR6 1 piece(s) 4 x 6 DF No.2 Page 187 of 290