Gensler/Michael Willis/Kwan Henmi
To be considered a progress printing only
SH to develop memorandum illustrating building movement for submission and approval by SDE
Issue being finalized by A&P. Alan currently coordinating/verifying.
(10/8) A&P verbally verified coordination. Drawings still requested.
JV team to incorporate revisions.
JV team notified A&P of steel modification.
A&P will verify if penetrations are sufficient.
SDE suggests extending basement walls to perimeter of plaza stairs.
After additional discussion at the September 24 meeting, this option was agreed upon by all parties.
At 10/1/98 meeting, SDE and FBA still coordinating.
(10/8) SDE and FBA will show progress at next printing: 10/15/98
Additional drawings from the city will be sent by JV team when located and forwarded by city.
CC requested steel framing member and column sizes (at elevators)and sketches from SDE by the end of the week.
Sizes still being coordinated. JV drawings to be modified to incorporate structure.
KH team to resolve by 10/12.
KH to provide sections for Howard street by 10/9.
Still pending.
All hooks on 11'-3" grid to coordinate with main structural elements.
Still pending at 10/1/meeting: "in progress" stair and louver study will determine framing location.
Direction on framing to be provided to SDE as soon as possible.
Electrical floor boxes, currently sheet metal should be concrete, similar to plumbing boxes
Thickened slab issue not resolved. Verification of required weight, with Paoletti, still to occur.(150 vs. 75 psf.)
CC sent letter to RJA for code/fire rating interpretation.
(10/8 meeting): CC and JA to resolve slab thickness with Paoletti
SDE confirmed 10/1. Detail to be provided.
SDE suggested at 10/8 meeting that slab thickness shown currently in design may be in excess of what is required.
Still to be incorporated.
JV team will create plan diagram showing extent of sandwich slab vs. composite slab.
Above information to be used in generating a cost study of the proposed alternate.
(10/1 meeting: CC will forward to Hanscomb.)
(10/8 meeting: waiting for response from Hanscomb)
JV team will study options.
Issue still pending. JV team to illustrate scope of "stepping" required with option
Coordination still pending.
PS to detail enclosure and connections.
Details to be provided y JV team.
JV team provided scheme for enclosure in 25% documents.
JV team requested FBA review of this detail.
FBA recommends thermal joints where structural systems change.
Due to refinement in "installation time" and temperature controls, FBA does not believe additional expansion will need to be designed into the glazing.
The structure is able to handle the expansion (1 ¬").
JV team will consider recommendation and respond.
FBA to confirm 100 degree variation. (94 degree variation in EXPOSED conditions only.)
JV team requested clarification on temp range when enclosed and non- conditioned.
Proposal provided.
JV team to provide additional direction at grid lines A, 1, and 6.
JV team requested modifications to steel tube sizes.
KH team to provide sections and backgrounds to go to consultants 10/19/98.
SDE confirmed requested tube dimensions are not feasible.
SDE will provide possible sizes for IR/JV team.
FBA and SDE have coordinated. Electrical engineering coordination (associated with NW corner electrical room) still pending.
KH team to complete by 10/5/98.
New drawings were issued at 25% (September 30) deadline.
CC requested steel framing member and column sizes (at elevators)and sketches from SDE by the end of the week.
Sizes still being coordinated.
JV drawings to be modified to incorporate structure.
Information to be provided to SDE/FBA.
Sketches to be provided by SDE late 9/18.
KH team to resolve by 10/12.
KH to provide sections for Howard street by 10/9.
Still pending.
All hooks on 11'-3" grid to coordinate with main structural elements.
Still pending at 10/1/meeting: "in progress " stair and louver study will determine framing location.
Still to be incorporated.