CONTACTS 
0201 - Structural Design Engineers          415 781 1505 fax 2718
020101 - Mr. John W. Laws; Principal
0202 - Gensler/Michael Willis/Kwan Henmi    415 433 3700 fax 415 627 3700
020201 - Mr. Robert Rudeen; Architect
020202 - Kwan Henmi Architects
020203 - Interior Design/Documentation
0203 - Gensler/Michael Willis/Kwan Henmi    415 433 3700 fax 415 627 3700
020301 - Mr. Philip Buscemi; Architect
020302 - Kwan Henmi Architects
020303 - Interior Design/Documentation
0204 - Gensler/Michael Willis/Kwan Henmi    415 433 3700 fax 415 627 3700
020401 - Mr. Michael Foegelle; Architect
020402 - Kwan Henmi Architects
020403 - Interior Design/Documentation
0205 - Gensler/Michael Willis/Kwan Henmi    415 433 3700 fax 415 627 3700
020501 - Mr. Steven Hergert; Architect
020502 - Michael Willis & Associates
020503 - Exterior Design/Documentation
0206 - Gensler/Michael Willis/Kwan Henmi    415 433 3700 fax 415 627 3700
020601 - Ms. Clonia Cautis, AIA, RA
020602 - Project Manager
020603 - Executive Committee

SUBJECTS
Structural Meeting, 981015
Structural Meeting, 981111

0504 -    ..
0505 - Summary/Objective
0506 -
050601 - Follow up ref SDS 7 0000, ref SDS 4 0000.
050602 -
050603 - Meeting was held based on agenda dated 981110. Coordinated work in
050604 - progress toward 981216 CD set. SDE's Project Engineer has left the
050605 - firm.  Increased coordination needed to maintain progress while
050606 - existing staff assume new roles and SDE developes replacement
050607 - staffing. KH study shows SDE drawings require revisions on column
050608 - layouts. KH requests separate meeting to establish standard details
050609 - for framing slab opening.  Meeting was cut short to accomodate Jack
050610 - Laws schedule.
050611 -
050612 -    [Robert -- Janet MacKinon did not have an opportunity to reivew
050613 -    issues on her work.
050614 -
050615 -    She should contact Jack, Dan or whoever is dealing with these
050616 -    matters at SDE now, and get information KH needs to move forward,
050617 -    or otherwise get into the record that certain matters need to be
050618 -    done and are pending.  SDE is only a few blocks from the Project
050619 -    Office, so Janet could go there, or SDE can come to Project Office
050620 -    for another consultation, if necessary, since Jack cut the meeting
050621 -    short today.  This information can be entered into the record
050622 -    appropriately identified as post-meeting follow up.]
050623 -
050624 -      [On 981112 issued draft for editing. ref SDS 9 0000]
050625 -
050626 -      [On 981113 issed edited notes. ref SDS 11 4140]
050627 -
050628 -      [On 981117 Robert commenting on Gensler notes for this meeting
050629 -      with structural consultant held on 981111. ref SDS 14 1581]
050630 -
050631 -      [On 981119 received Robert's comments on notes prepared by MW for
050632 -      Gensler on structural meeting held on 981111. ref SDS 15 8670]
050633 -
050634 -
0507 -

SUBJECTS
50% Interior Package, 981216
SDE Changes Project Engineer

0905 -
090501 - SDE Staff Changes Require Increased Communication Efforts
090502 -
090503 - Jack advised that Jon Andrews has left the SDE firm.
090504 -
090505 - Clonia asked if Jack will be preparing the details discussed today?
090506 -
090507 - Jack advised that Dan Chen will be performing the work on the Moscone
090508 - III project that Jon was formerly doing for SDE, as the Project
090509 - Engineer.  Jack advised that Dan has been doing details on the Moscone
090510 - III project, working under the direction of Jack and Jon Andrews, and
090511 - so is familiar with the proejct.
090512 -
090513 - Clonia advised that Dan needs to be involved in discusssions with JV
090514 - Team, like the meeting today, in order to maintain progress of SDE's
090515 - work.
090516 -
090517 - Jack explained that he has been supporting Jon Andrews prior work, and
090518 - will continue in that role to expedite Dan's ability to maintain
090519 - progress toward project schedule milestone dates.
090520 -
090521 - There was no discussion of other staff changes at SDE, if any, to
090522 - perform the work Dan was previously doing, since he is now the Project
090523 - Engineer.  How will the absence of a key staff member at SDE be
090524 - addressed to avoid impacting the Moscone III project?
090525 -
090526 -
090527 -
090528 -
0906 -

SUBJECTS
Kitchen Duct Clearances
CMU Wall Framing for Duct Clearance
Masonry Wall Support Above Kitchen
Structural Masonry Wall Support at Ramp
Details Masonry Wall at Ramp above Kitchen
Ramp Sections

2309 - Discussion
2310 -
231001 -  ..
231002 - CMU Wall Support at Entry and Exit Ramps
231003 -
231004 - Follow up ref SDS 7 3851, ref SDS 4 4882.
231005 -
231006 - Michael advised that KH received the sketch from SDE showing support
231007 - for the CMU wall by adding columns, rather than thickening the beam
231008 - depth. This design maintains space needed for mechanical ducts, as
231009 - discussed at the meeting on 981022. ref SDS 7 3851
231010 -
231011 -
231012 -
231013 - Michael is preparing a section through the Ramp to the basement at
231014 - the location of the CMU wall.
231015 -
231016 -
231017 -
231018 - At the meeting today, Jack clarified the alignment of the CMU wall
231019 - relative to _________________.
231020 -
231021 -
231022 -
231023 - SDE will submit details showing connections of the CMU wall to slab
231024 - and framing elements at underside of beam, so that KH can complete
231025 - sections through the ramp.
231026 -
231027 -
231028 -
231029 -
231030 -
231031 -
2311 -

SUBJECTS
Concrete Wall in Basement on D Line

3204 -
320401 -  ..
320402 - Basement - Revise Architectural Walls and Doors on D Line
320403 -
320404 - SDE's drawing ________ dated __________ shows a 12" structural
320405 - concrete wall in the basement on D line from 1 - 2; 2.3 - 3; and 4.6 -
320406 - 6.
320407 -
320408 -
320409 - KH will revise architectural plans by moving doors and other elements
320410 - that conflict with this structural wall on D line.  For example, a
320411 - door at 2.4 needs to be moved to line 2.6.
320412 -
320413 -     [On 981112 reviewed with mechanical consultant. ref SDS 10 3144]
320414 -
320415 -     [On 981123 record of Project Work Summary on 981120 reporting
320416 -     progress on this work. ref SDS 16 6520]
320417 -
320418 -
320419 - SDE will provide details showing ____________________
320420 -
320421 -
320422 -
320423 -
320424 -
3205 -

SUBJECTS
Elevator 7, 8

3404 -
340401 -  ..
340402 - Elevator 7 & 8, Mechanical Shaft, Catwalk Access in Machine Room
340403 -
340404 - Follow up ref SDS 7 8398, ref SDS 6 1024.
340405 -
340406 -   a.  There was no discussion of SDE coordination with FBA on elevator
340407 -       rail supports, as action item from the meeting on 981022 para 2
340408 -       a, shown at ref SDS 7 8398.
340409 -
340410 -           SDE to confirm coordination with FBA on elevator rail
340411 -           supports.
340412 -
340413 -
340414 -
340415 -   b.  Phil reviewed additional columns for elevators 7 and 8.
340416 -
340417 -       Columns shown in detail ________ on drawing _________ will
340418 -       extend all the way to the 2' 6" foundation mat.
340419 -
340420 -
340421 -       ..
340422 -   c.  Phil advised that the machine room above elevators 7 and 8
340423 -       needs additional structural support the stair.
340424 -
340425 -       SDE will develop additional support for stair at elev 7 and 8.
340426 -
340427 -       [On 981116 Robert Rudeen indicates this action item occurred at
340428 -       a prior structural meeting. ref SDS 13 5200  Looks like the
340429 -       meeting on 981022 discussed this. ref SDS 7 6448]
340430 -       ..
340431 -   d.  There was no discussion of SDE having developed details to
340432 -       support the catwalk platform for access to fire dampers as shown
340433 -       in KH sketches issued to SDE on 981019, as discussed in the
340434 -       meeting on 981022 para 2 f. ref DIP 3 5906, ref SDS 7 3822
340435 -
340436 -
340437 -
340438 -       ..
340439 -   e.  There was no discussion on SDE's review of support
340440 -       requiremets for cantilevered slab at machine room [stair??]
340441 -       which was an action item from the meeting on 981022 para 2 g.
340442 -       ref DIP 3 5625, ref SDS 7 6448
340443 -
340444 -
340445 -
3405 -

SUBJECTS
Hang Points, Ground Floor
Hang Points, 2nd Floor
Hang Points, 3rd Floor

4506 -
450601 -  ..
450602 - Hang Point Coordination
450603 -
450604 - Follow up ref SDS 7 4839, ref SDS 2 4979.
450605 -
450606 - There was no discussion of agenda item #1 on Hang points, because Jack
450607 - had to leave at 1500, before there was time to address this matter.
450608 -
450609 -
450610 -    [Can Ivan or someone call Jack to cover this, and then we will put
450611 -    it in the notes as a post meeting issue, if it is important?
450612 -
450613 -    What was the objective of the agenda item?  Ivan discussed this at
450614 -    the meeting on 981022.]
450615 -
450616 -
450617 -
450618 -
450619 -
450620 -
450621 -
450622 -
4507 -

SUBJECTS
Elevator 1 and 2
Mech Rooms for Elev 1 - 2

4805 -
480501 -  ..
480502 - Elevators 1 and 2
480503 -
480504 - Follow up ref SDS 7 7392.
480505 -
480506 - There was no discussion of progress on action item para 6 from meeting
480507 - on 981022, ref DIP 3 5180, ref SDS 7 7392, for SDE to provide
480508 - dimensionally revised structural framing plans for...
480509 -
480510 -    a.  Machine room at elevators 1 and 2.
480511 -
480512 -    b.  Guide rail supports at elevators 1 and 2.
480513 -
480514 -     [On 981113 elevator machine rooms put into plans. ref SDS 12 0360]
480515 -
480516 -
480517 -
480518 -
480519 -
4806 -
4807 -

SUBJECTS
Elevator 3 and 4

5004 -
500401 -  ..
500402 - Elevators 3 and 4
500403 -
500404 - Follow up ref SDS 7 3929.
500405 -
500406 - There was no discussion of progress on KH design package for elevators
500407 - 3 and 4 submitted to SDE at the meeting on 981022. ref DIP 3 4200, and
500408 - ref SDS 7 3929
500409 -
500410 -
500411 -
500412 -
500413 -
500414 -
500415 -
5005 -

SUBJECTS
Structural Support for Conduits
Telecom Cable Trays

5205 -
520501 - Telecom Cable Trays Structural Support System
520502 -
520503 - Follow up ref SDS 5 5712.
520504 -
520505 - At the meeting with Teecom on 981021, structural support for
520506 - telecommunication system cable trays and conduits was reviewed.
520507 -
520508 - Clonia discussed scope of structural support to be included in the bid
520509 - package for the interior work being prepared by KH, as shown in the
520510 - notes of the Teecom meeting at para 4, ref DIP 2 1176, and reported in
520511 - the record at ref SDS 5 5712
520512 -
520513 - Due to Jack's schedule requiring that he leave at 1500, there was not
520514 - enough time today to discuss SDE's action in connection with this
520515 - scope of work.
520516 -
520517 -
520518 -
520519 -
520520 -
520521 -
520522 -
5206 -

SUBJECTS
Edge of Slab and Beam Support
Slab Opening Dimensions and Details
Drawing S2.10M, S2.12, S4.03
Drawing A6.24

5807 -
580701 - Slab Opening Dimensions and Details
580702 -
580703 - Robert provided a sketch showing a series of details to illustrate
580704 - slab opening conditions at mechanical shafts and stairs.
580705 -
580706 - These details were reviewed with Jack during the meeting to explain
580707 - dimensioning KH has applied, so that SDE can conform structural
580708 - drawings.
580709 -
580710 - Robert wants a separate meeting to review and agree on these
580711 - dimensions, as follows:
580712 -
580713 -   a.  Stairs 9 - 12 on Howard Street
580714 -
580715 -
580716 -       Center of steel support for stair landing is 7' 10" from
580717 -       grid line _________.
580718 -
580719 -
580720 -
580721 -       Top of concrete is 6" from the bottom of the beam at beam grid
580722 -       line.
580723 -
580724 -
580725 -
580726 -   b.  Stairs 1 - ... on Minna Street
580727 -
580728 -       Center of steel support for stair landing is 10' 0" from grid
580729 -       line 8.5 on one side, and it is 2' 6" on the other side.
580730 -
580731 -
580732 -
580733 -
580734 -   c.  Stair Revision Required in Structural Drawing S2.12 dated
580735 -       ______________
580736 -
580737 -          [Robert, can I get the date of the drawings - is it the
580738 -          stuff printed on 981030??? ]
580739 -
580740 -
580741 -
580742 -       At grid line E.5/1, Robert's sketch shows a change in the top of
580743 -       concrete elevations due to changes in architectural drawings.
580744 -
580745 -       There is a dimension of 21' 0" in the clouded area of the
580746 -       revision.
580747 -
580748 -           [Robert this needs more work, what stair, #8 ???
580749 -
580750 -
580751 -
580752 -
580753 -
580754 -   d.  Stair at B/1 - 1.5 on drawing S2.10M dated __________
580755 -
580756 -       Robert's sketch says no need to frame opening - stair goes from
580757 -       38' 9 7/8" to 35' 9"
580758 -
580759 -
580760 -
580761 -
580762 -   e.  Stair #2 (typical) on drawing A6.24 dated __________________
580763 -
580764 -       At line B.5 stair landing steel conflicts with brace from wall
580765 -       to support?
580766 -
580767 -
580768 -
580769 -
580770 -   f.  Refering to detail 9 on drawing S4.03 dated __________,
580771 -
580772 -       The KH sketch shows 1' 0" from center line of beam on E line to
580773 -       face of concrete edge for stair landing.
580774 -
580775 -       The elevation of the floor slab is 19' 5 1/5"
580776 -
580777 -       The elevation of the stair landing slab is 18' 4"
580778 -
580779 -          [Robert I know this is not an effective expression of what
580780 -          you want to establish -- please clarify...]
580781 -
580782 -
580783 -
580784 -
580785 -
580786 -
580787 -       Elevators require a study of slab dimensioning.
580788 -
580789 -
580790 -
580791 -
580792 -
580793 -       14" cantalievered slab  ????
580794 -
580795 -
580796 -
580797 -
580798 -       Slab to be held back 2" ????
580799 -
580800 -
580801 -
580802 -
580803 -       1' 4" from centerline of beam to face of gyp board at mechanical
580804 -       shafts.
580805 -
580806 -
580807 -
580808 -
580809 -       1' 2" from centerline of beam to face of slab at mechanical
580810 -       shafts.
580811 -
580812 -
580813 -
580814 -
580815 -       Jack indicated that SDE typical structural details will
580816 -       accomodate these dimensioning parameters.
580817 -
580818 -
580819 -
580820 -       Jack advised that walls need not be continuous at mechanical and
580821 -       stair openings, i.e., they can be stopped and started.
580822 -
580823 -
580824 -
580825 -
580826 -
580827 -
5809 -

SUBJECTS
Sky Fold Part. 2nd Floor, Struc Support
Sky Fold Part. 3rd Floor, Struc Support

6205 -
620501 -  ..
620502 - Sky Fold Partition, 2nd and 3rd Floor Structural Support
620503 -
620504 - Follow up ref SDS 4 5938.
620505 -
620506 - Philip has prepared a sketch showing Sky Fold partitions on the 2nd
620507 - and 3rd floors that require SDE details for structural support.
620508 -
620509 -
620510 -
620511 - Previously, at the meeting on 981015 a KH package on the Sky Fold
620512 - partitions was submitted to SDE. ref SDS 4 5938
620513 -
620514 - The KH design Package was to have been submitted to TEE.  There was no
620515 - discussion today on whether this was done.
620516 -
620517 -
620518 -
620519 - Clonia noted that the drawings need some notations to identify the
620520 - lines that show the location of Sky Fold partitions.
620521 -
620522 -
620523 -
620524 - Jack asked for the weight of the Sky Fold partitions.
620525 -
620526 -
620527 - Clonia advised it depends on the height of the partition.
620528 -
620529 -
620530 - KH supplied product information at the meeting today, showing the
620531 - weight of the Sky Fold partition.
620532 -
620533 -
620534 -
620535 -
620536 -
620537 -
6206 -

SUBJECTS
Structural Stair Framing

6304 -
630401 - Stair Stringer, Dimension and Location of Steel in Stairs
630402 -
630403 - Ivan reviewed separately information for stair #__________
630404 -
630405 -
630406 -   [Need input from Ivan.........
630407 -
630408 -
630409 -
630410 -
630411 -
630412 -
630413 -
630414 -
630415 -
630416 -
630417 -
6305 -

SUBJECTS
Curbs
Slab Depressions

6505 -
650501 - Mechanical Pads and Curbs under Walls
650502 -
650503 - Jack advised that there cannot be a slab depression over beams.
650504 -
650505 -
650506 -
650507 - Clonia advised that saw cutting slabs is not permitted.
650508 -
650509 -
650510 -
650511 - KH will develop plan layout showing the location and details of
650512 - concrete curbs, for example at permiter restroom walls.
650513 -
650514 -
650515 -
650516 - Jack requested a computer file with this layout, to facilitate
650517 - coordination with structural drawings.
650518 -
650519 -
650520 -
650521 -
650522 - Robert asked about curbs in elevator shafts?
650523 -
650524 -
650525 -
650526 - Clonia says there are none.
650527 -
650528 -
650529 -
650530 - Robert finds a note on the roof plans at 3.8 and B.
650531 -
650532 -
650533 -
650534 - Clonia says curbs at elevator openings on the roof, are for
650535 - waterproof membrane.
650536 -
650537 -
650538 -
650539 - Clonia asks to remove extraneous notes on the plans??????
650540 -
650541 -
650542 -
650543 -    [What discussion occurred concerning mechanical pads?
650544 -
650545 -
650546 -
650547 -    [Does this need to be taken up at mechanical meeting on 981112?
650548 -
650549 -
650550 -
650551 -
6506 -

SUBJECTS
Suspended Elevator Pit 5 and 6

6904 -
690401 -  ..
690402 - Elevators 5 & 6 Detail Suspended Concrete Elevator Pit
690403 -
690404 - Follow up ref SDS 1 9280.
690405 -
690406 - SDE will design suspended elevator pit for elevators 5 and 6.
690407 -
690408 -
690409 -
690410 - At the meeting on 981015 Jon Andrews reported that SDE would modify
690411 - structural drawings to support Janet's design reviewed at the meeting
690412 - on 981015. ref SDS 4 6909
690413 -
690414 -
690415 -
690416 - At the meeting on 981015 Clonia advised that the elevator pit does not
690417 - require a sump. ref SDS 4 6912
690418 -
690419 -
690420 -
690421 - Clonia's memo to KH on 980917 notes that elevator pit may infringe
690422 - into the headroom if the bus ducts are indicated. Pit construction is
690423 - concrete, similar to floor boxes construction indicated on the
690424 - structural drawings, as reported on 980929. ref SDS 1 3829
690425 -
690426 -
690427 -
690428 -
690429 -
690430 -
6905 -

SUBJECTS
Column Layout with Architectural

7504 -
750401 - Structural Column Layout Review
750402 -
750403 - Michael shows a list of 13 issues from KH review of structural
750404 - drawings that require SDE consideration for revisions and corrections.
750405 -
750406 -
750407 -     [Seems like some clarifications may be needed for following...]
750408 -
750409 -
750410 -    a.  Column at elevator 7 and 8 perimeter to all be H
750411 -
750412 -
750413 -    b.  Column at 5 between F and G to be consistent
750414 -
750415 -
750416 -    c.  Column at F.5 and 2 to be centered and dimensioned
750417 -
750418 -
750419 -    d.  Add column at 4.6 and A.5
750420 -
750421 -
750422 -    f.  Column at 5 and A.5 rotated
750423 -
750424 -
750425 -    g.  Column at G and 2 to be "boxed" or a "box" ???
750426 -
750427 -
750428 -    h.  Dimension change at TS interior steel at elevator 1 and 2.
750429 -
750430 -
750431 -    i.  Include column at A.5 near 4.2 and 3.8
750432 -
750433 -
750434 -    j.  Remove column at G and 2, 2.3, 2.5, 3 - 3rd floor and 3rd
750435 -        floor mezzanine
750436 -
750437 -
750438 -    k.  Revise machine room steel structure at elevator 1 and 2, as
750439 -        per new dimension and remove from vestibule
750440 -
750441 -
750442 -    l.  Relocate column at 3.8 near B to not be vestibule
750443 -
750444 -
750445 -    m.  Resolve conflict 6, D.5, C.5, B.5, E.5
750446 -
750447 -
750448 -    n.  Orientation of new column at E.7 and 4.6
750449 -
750450 -
750451 -
750452 -
750453 -
750454 -
750455 -