You work for a temporary structures sub-contractor that supplies and erects scaffolding. You've been asked to design scaffolding that will hold workers and materials for a 200-foot long CMU wall with a brick veneer that is 48 feet tall. The ground beside the foundation area was part of a prior building's foundation and has been filled. The type of fill is unknown. Discuss what loads and conditions you will consider. What questions about means and methods would you have for the general contractor