SeanStruck
Structural
Hello,
I'm writing to see if anyone has dealt with a plan check review dealing with 1810A.3.1.5.1 Helical Pile Seismic Requirements.
I specifically curious about the comment of "In addition, all helical pile materials that are subject to corrosion shall include at least 1/16-inch corrosion allowance"
What exactly is meant by the comment "subject to corrosion"
I can think of a few interpretations:
1) exposed to corrosive soils w/ no galvanization
2) any exposure to corrosive soils
3) any non-galvanized helical pile
4) anything in any soil that may be exposed to ground water
Thank you for your feedback on this
I'm writing to see if anyone has dealt with a plan check review dealing with 1810A.3.1.5.1 Helical Pile Seismic Requirements.
I specifically curious about the comment of "In addition, all helical pile materials that are subject to corrosion shall include at least 1/16-inch corrosion allowance"
What exactly is meant by the comment "subject to corrosion"
I can think of a few interpretations:
1) exposed to corrosive soils w/ no galvanization
2) any exposure to corrosive soils
3) any non-galvanized helical pile
4) anything in any soil that may be exposed to ground water
Thank you for your feedback on this
