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Wood Beam <br />LIC# : KW-06018875, Build:20.23.08.30 FA STRUCTURAL (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Header3 (EXISTING) R2 <br />Fa Structural Engineering <br />Email : atefg@fastructural.com <br />Address : 15041 Genoa Cir <br />Huntington Beach <br />CA 92647 <br />Phone :+1 714.519.5027 <br />Project File: R1.ec6 <br />Project Title: <br />Engineer: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.1046 3.737 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 1.150 0.690 <br />Max Upward from Load Combinations 1.150 0.690 <br />Max Upward from Load Cases 0.788 0.473 <br />D Only 0.788 0.473 <br />+D+Lr 1.150 0.690 <br />+D+0.750Lr 1.059 0.636 <br />+0.60D 0.473 0.284 <br />Lr Only 0.363 0.218 <br />Page 22 <br />800 N Tustin Ave Unit <br />#H5/1/2025