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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1552 @ 0 3281 (1.50")Passed (47%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1479 @ 1' 3/4"5906 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)8077 @ 6'8459 Passed (95%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Vert Live Load Defl. (in)0.134 @ 6' 1 3/16"0.245 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Vert Total Load Defl. (in)0.257 @ 6' 1 3/16"0.306 Passed (L/572)--1.0 D + 1.0 Lr (All Spans) <br />Lat Member Reaction (lbs)342 @ 12' 3"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)319 @ 5"7560 Passed (4%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)1047 @ mid-span 3706 Passed (28%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.290 @ mid-span 0.408 Passed (L/507)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.78 1.00 Passed (78%)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/600) and TL (L/480). <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"792 41 760 -554 1552 None <br />2 - Trimmer - DF 1.50"1.50"1.50"774 41 733 -531 1507 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)12' 3" o/c <br />Bottom Edge (Lu)12' 3" o/c <br />Lateral Connections <br />Supports Plate Size Plate Material Connector Type/Model Quantity Nailing <br />Left 2X Douglas Fir-Larch Nails 10d (0.128" x 3") (End)4 <br />Right 2X Douglas Fir-Larch Nails 10d (0.128" x 3") (End)4 <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 12' 3"N/A 10.0 ------ <br />1 - Uniform (PSF)0 to 12' 3"2'16.0 ---WALL <br />2 - Uniform (PSF)0 to 12' 3"8"8.0 10.0 --CJ-1 <br />3 - Uniform (PSF)0 to 12' 3"8"12.0 -20.0 -RR-1 <br />4 - Point (lb)6'N/A 888 -1330 -1085 Linked from: C1, <br />Support 1 <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 6'15.5 <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-1 <br />1 piece(s) 4 x 12 DF No.1 <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 13 / 23Page 71 of 108 <br />1011 W Second St <br />5/1/2025