Inquiring about any comments on using EJCDC contract documents for Engineer - Owner / Contractor or Engineer - Architect contracts?
Or other standardized contracts?
Thanks
Has anyone specified nailing requirements for the blow-out walls on the lower level of a pile foundation structure on the coast? The walls are non-structural but am being told attachment of walls to piles requires specification per Code / FEMA (15 psf mentioned as design pressure?).
I would appreciate any comments or suggestions with regard to replacing an existing wood deck with a suspended slab. The largest area is approximately 20' x 20'. My particular concerns are:
1)Supporting the form deck on wood girders; attachment
2)Supporting the form deck / slab at the...