MrGearhead
Mechanical
- Jan 17, 2009
- 15
Can anyone point me to a chapter and verse in any dwg standard (prefereably ASME 14.5) that provides guidance on avoiding redundany in standard dwg practice? i.e. FNs on an assy dwg... If used more than once, the redundancy is noted as a "reference" and this is in the case that it IS needed... What if something is not needed? Such as a view, etc... Is there some sort of general wording that conveys "avoid redundacy to increase clarity and chances for mistakes"?