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Message: <blockquote data-quote="sl1000794" data-source="post: 91894" data-attributes="member: 6974"><p>It's all dependent on the load applied from above and the size and grade of the header.  I build homes for 27 years in the San Jose, CA area and here an inspector would require a structural engineer's calculations and signature on the design drawing.  The trimmers under the header carry 99% of the load applied to the header.  A 16d nail from the king stud to the header is worth 90# of shear.  The two 2x4's under the header would not be included in any load calculations and neither would the two 45's from the header assembly to the trimmers.</p><p></p><p>Steve.</p><p></p><p>ps:  Here in CA for a simple headed out opening like this is all floors are designed to carry the load.  Only if a column is required would an analysis be necessary to see if additional floor support would be required, e.g. a special concrete footing under the post.</p></blockquote><p></p>

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