Doubled 2x18 glue lam. 20 foot span. Same as in the approved plans. Deflection of 5/8 inches over that span.
Center section under poor doorhead flashing is wet and could dig in 3/4 inch with Awl.
Soft over the center 4 feet or so.
Sag noted at exterior blocked trim which has opened at blocked joints.
Any thoughts on the degree of deflection.
We have a SE coming but I was wondering what you guys think.
Thanks, Wayne

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