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Approved — please proceed with Drawing Rev C as attached. Rev C revises the top-rail profile and adds two intermediate posts per run.

Reliability 94%

Rev B drawing set. Marked ACTIVE in the shop folder. Top-rail profile and post spacing differ from Rev C.

Reliability 88%

Metal railing spec: hot-dip galvanize then shop prime. Field-verify slab edge prior to install.

Reliability 86%

Railing fabrication is approximately 70% complete. Install is locked for May 27 based on current progress. Shop will be on Rev C by Wednesday.

Reliability 75%

Discussion of Rev C impact on post count and install crew sizing. Action: PM to re-baseline date.

Reliability 81%

Open RFIs: top-rail termination at stair, embed plate locations.

Reliability 72%

EOR (verbal): go with the full-pen detail on the stringer connections. No special-inspection scheduling discussed.

Reliability 78%

Connection callout: fillet weld per detail 4/S-301. General notes reference special inspection per IBC where applicable.

Reliability 90%

Monumental stair: stringers, treads, landings. Connection per EOR.

Reliability 84%

Proceed with revised anchor layout per attached sketch. Revised detail indicates adhesive (epoxy) anchors at slab edge. This supersedes the original detail.

Reliability 86%

Last modified Apr 21. No RFI tasks present in the schedule.

Reliability 95%

Submittal specifies mechanical expansion anchors at slab edge.

Reliability 89%

Juliet balconies designed for 60 psf live load. Exterior stair galvanized.

Reliability 83%

Balcony framing annotated 100 psf live load. Members sized accordingly.

Reliability 80%

All exposed steel hot-dip galvanized per ASTM A123.

Reliability 87%

We want it galvanized and then powder coated in the bronze color.

Reliability 79%

Customer: can we drop to the lighter gauge to keep the budget?

Reliability 77%

Cladding panels: heavier gauge aluminum, approved as submitted.

Reliability 91%

The dock handrail runs are 11'-4", not 10'-8" as previously drawn.

Reliability 82%

Dock handrail runs dimensioned 10'-8" on current set.

Reliability 88%

Approved. Satin black powder coat over galvanized. Install window the week of June 1 works for us.

Reliability 93%

Approved long-span truss set. Erection sequence and crane pick plan confirmed by email.

Reliability 92%

The landing assembly should be the two-hour rated build-up, please confirm against the architectural spec.

Reliability 76%

Davit working load and gangway live load confirmed. Hot-dip galvanized finish, delivery week of June 15.

Reliability 93%

Wind-load basis discussed verbally; to be reconciled with the structural drawing by the EOR.

Reliability 75%

Approved spiral geometry; shaft dimensions field-verified and finish confirmed.

Reliability 90%

Crash-rated bollard submittal approved; foundation detail and surveyed layout confirmed.

Reliability 90%

Process engineering needs the conveyor support frames rated for a higher running load than the approved design.

Reliability 79%

We want a warm, living bronze patina — please confirm it matches the approved finish sample.

Reliability 77%