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Harbourview Tower/RFIs
RFIs3 awaiting you
#
Title
Trade
Status
Due
RFI-031
Beam-to-column connection at grid C-4
Structural
Answered
RFI-032
Conduit routing through slab at level 4
MEP
Open
Jul 08
RFI-033
Curtain wall mullion spacing — façade zone B
Façade
Open
Jun 28
RFI-034
Fire door schedule — stair core 2
Fire
Void
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Architects of recordGeneral contractorsStructural engineersMEP consultantsProject owners

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Harbourview Tower/Structural/S3.02Beam-column connection — zone C
Rev D · Approved
R
Sheet
S3.02
Beam-column connection — zone C
Current revision
Rev D · Approved
Issued 14 Jun 2026
Revision history
Rev Asuperseded
Rev Bsuperseded
Rev Csuperseded
Rev Dcurrent
Linked
2 RFIs · 1 submittal

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SUB-014Structural steel shop drawingsRound 2
DraftSubmittedIn reviewApproved
AK
In review · with the architect
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MR
Marcus Reyes · GC · asked on S3.02
Detail 4/S3.02 shows a bolted connection but the schedule calls for a moment weld. Which governs?
SK
Sarah Kim · AOR · official response
The moment weld governs. Revised sheet S3.02 Rev B issued with this RFI.
RFIs

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A2.01 · Ground floor4 open issues
1
Conduit clashes with beam soffitMEP subCritical
2
Rebar spacing deviation — grid D-2StructuralOpen
3
Window sill waterproofing — zones A–CFaçadeClosed
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