Togel
Structural
- Aug 16, 2001
- 20
AISC Code of Standard practice, Section 3.2, which addresses "architectural, electrical and mechanical plans may be used as a supplement to the structural steel plans to define detail configurations and construction information, provided all requirements for the quantities and locations of structural steel are noted on the structural steel plans..." Section 3.1 states "...the fabricator must be able to rely upon the completenes of the contract documents." If you have a situation where an architect expects you to vary steel elevations for floors finishes (i.e. 3 inches lower steel from a marble and mudset to a finish concrete floor) and does not show deck bearing angles for varying bottom of deck elevations on any contract documents, who is liable for the added cost of these steel members? To what extent would detailing these deck bearing angles be outside the normal practice of scrubbing steel docuements?