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Building Mass:
Questions for Mike:
Punching Holes straight through the floor-plate; same as concrete?
Looking into the opportunity to cantilever East facade of northern bar for greater s.f.
Can the column in the Northeast corner be transferred between the second and first floors? Replaced with a slender steel column? (Circled in Red)
Placement of shear walls. How to use CLT Wall Panels smartly, economically. Can all shear happen in facade? Steel?
Should the northern bar be post and beam? Does the narrow and long mass as well as relatively long span imply a different structural system.