·
Facade
Presentation
·
PS7 Summary
https://we.tl/t-rWO82TYKG E
MK have been
separately preparing booklets to discuss the remaining items identified on the
agenda. Please let me know if you would like any additional items added/
discussed.
Speak to you all
this evening.
Thanks,
Hannah Slater
(-V Senior Development Manager
P
02 9216 5770
E
hannah.slater@infrastructure.nsw.gov.au www.insw.com
Level
12, MLC Centre, 19 Marlin Place, Sydney NSW 2000
■
I 11 SW
INtassoturtrgeres
acknovdedge and pay
my respects to the traditional otitners and custodians on !Mose land 1 talk,
Kork and live.
Disclaimer
The information contained
in this communication from
the sender is confidential. It is intended solely for use by the recipient and
others authorized to receive it. If you are not the recipient, you are hereby
notified that any disclosure, copying, distribution or taking action in
relation of the contents of this information is strictly prohibited and may be
unlawful.
Electronic mail messages
entering and leaving Arup business systems are scanned for viruses and
acceptability of content.
NSW.001.023.3279
ci: +61 2 9320 9646
www.arup.com
Connect with Amp on Linkedln
Follow Ng... 11011pm
From:
Angelica GIANNOULATOU <angelica.giannoulatou@moreaukusunoki.com>
Sent:
Thursday, 30 April 2020 5:26 AM
To:
Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au>
Cc: Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; simon.walkom@maas.museum; Lisa Havilah <Lisa.Havilahmaas.museum>; Nicolas
Moreau <nicolas.moreau@moreaukusunoki.com>; hiroko kusunoki <hiroko.kusunoki@moreaukusunoki.com>; Leigh Woodley <leigh.woodley@genton.com.au>; Agnieszka PRUSIK <agnieszka.prusik@moreaukusunoki.com>; Steven Toia <Steven.Toia@genton.com.au>; Enrico Zara <Enrico.Zara@arup.com>; Eric Rivers
<Eric.Rivers Eve Hoskins <Eve.Hoskins
art_Qip_c)-n>; Alexander Hespe <alexander.hespe@arup.com>; Alex Bowen <Alex.Bowenmaas.museum>;
Chaya Bratoeva <chaya.bratoeva@maas.museum>; Lisa Ffrench <Lisa.Ffrench@maas.museum>;
Hayley Coombes <Hayley.Coombes@maas.museum>; James Rongen-Hall <James.Rongen-Hall@maas.museum>;
Haico Schepers <Haico.Schepers@arup.com>
Subject:
[External] Re: Powerhouse Parramatta - Design Meeting Agenda
Hello
all,
Please find a link
to all the booklets we discussed today.
https://we.tl/t-LK9MrIX4hi
Cementitious
Facade Panels
- Any
feedback/markup from the Arup team is more than welcome, to help us understand
the
advantages
or constraints of these different options.
-
Initial
approximate dimensions on the joints will also help us better test the visual
impact.
-
We will continue this
study and do some tests with bigger panels (we understand that Arup will also
provide a comparison for standard vs custom sized panels)
Exo-Facade
Offset Impact
-
We
have added to the hybrid studies, to test the 0.75m offset
-
We
will follow up with some views to try and visualise the impact of the different
options on the Civic Link.
Best
regards,
Angelica
GIANNOULATOU
MOREAU
KUSUNOKI
ARCHITECTES
5 rue de Nemours
75011 Paris France
T: 01
84 16 46 87
Le mer. 29 avr. 2020 a 06:00, Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au> a ecrit : Hi All
Ahead of this
evenings Design meeting please find the attached agenda to guide discussions.
Please also find attached:
·
SSDA
Elevational markup
NSW.001.023.3278
sure they are preparing something in line with your
design.
Based
on your booklet, I can see that there are 3 types of facades system for the
cementitious panels that I have pulled out information on and put into the
following document. We have provided the size considerations and limitations
for these.
https://arup-my.sharepoint.com/:b:/p/eve hoskins/EU9Nu-sg30tFsONVB82-
obQBfzYFZ4MfJolo2i7mXudSZo?e=S87ubV
https://arup-my.sharepoint.com/:b:/p/eve
hoskins/EbaFxWvW7PNJuEp97TeZnIEBhR6u4-OnzuAk--3LhO5ng?e=kTu7QY
1.
Precast
(your reference to steel reinforced panels) — You have mentioned load bearing
and non-loadbearing facade precast panels. We have discussed load bearing
panels previously with structures but as it does not benefit their structural
system, we have not explored this further. You have also mentioned precast
sandwich panels which include a layer of insulation to the panel itself. We
should note that the insulation that is required in these panels is not
compliant with current BCA with regards to non-combustibility and will require
a fire engineered solution to go down this route.
2.
Curtain wall with GRC panels — we have used glass
reinforced concrete in this study as it is readily available in Australia. Note
that for the 2m spacing and for the same curtain wall system to be adopted
throughout the whole project, a 150mm deep mullion at all locations would be
beneficial to allow for sufficient thermal insulation within the panel and
sufficient structural support for the heavier cementitious panels. This may
also allow the same curtain wall (with stiffening) to work at areas where there
are no internal structure required i.e areas with floor to floor <4.5m.
3.
Hook on GRC panels (Stick system)
It is our understanding that the Powerhouse prefers the 2m
spacings of the facade modulation. We note that while we would prefer 1.5m
modulation for ease of installation, it is not impossible and we can
engineering custom lightweight GRC panels to suit, with stiffeners in high wind
areas.
Note
that for the 2m spacing the same T section (or box section) can be used for
structural support of the glazed facade as there is a reduction factor for the
support of these larger panels. This bespoke T section (or box section) can be
replaced with an off the shelf section in the Solid wall areas where the
structure will need to be covered with internal linings.
With
regards to the gap of the cementitious facade in response to the seismic
structural movements, we will hopefully be able to get you a rough indication
of this tomorrow. This is very dependent on structural movements and facade
supports so will be a rough estimate until there is a more final structural
movements report.
Kind Regards,
Eve Hoskins
Engineer I Facade Engineering
BEHons / BDesArch
Arup
Barrack
Place 151 Clarence Street Sydney NSW 2000
NSW.001.023.3277
Eve Hoskins
Engineer I Facade Engineering
BEIions 7 BDcsArch
Amp
Barrack Place 151 Clarence Street Sydney NSW 2000
3: +61 2 9320 9646
Connect
with Amp on Linkedln
Follow @ArupGroup
From:
Angelica GIANNOULATOU <angelica.giannoulatou@moreaukusunoki.com>
Sent: Monday, 4 May 2020
10:18 PM
To: Eve Hoskins <Eve.Hoskins@arup.com>
Cc: Hannah Slater
<Hannah.Slater@infrastructure.nsw.gov.au>; Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; Nicolas Moreau <nicolas.moreau@moreaukusunoki.com>; hiroko kusunoki <hiroko.kusunoki@moreaukusunoki.com>; Leigh Woodley <leigh.woodley@genton.com.au>, Agnieszka PRUSIK <agnieszka.prusik@moreaukusunoki.com>; Steven Toia <Steven.Toia@genton.com.au>, Enrico Zara <Enrico.Zara@arup.com>; Jacob Wiest <jacob.wiest@arup.com>; Peter Romeos <Peter.Romeos@arup.com>; George Cunha <George.Cunha@arup.com>
Subject: Re: [External] Re:
Powerhouse Parramatta - Design Meeting Agenda
Thank
you very much, Eve.
We
will review your documents and take them into account in our studies.
We
are also happy to discuss the samples tomorrow, so that we can provide some
clarity on the
direction.
Best
regards,
Angeta
GIANNOULATOU
MOREAU
KUSUNOKI
ARCHITECTES
5 rue de Nemours
75011 Paris France
T
: 01 84 16 46 87
Le
lun. 4 mai 2020 a 09:44, Eve Hoskins <Eve.Hoskins@arup.com> a ecrit :
Hi Angelica (you emailed me just as I was emailing you),
Thanks for your booklet, That is useful to see the options
that you are looking into.
Speaking to colleagues we are not familiar with an Australian supplier of
the Hering internal products that you are showing in your booklet. We predict
that these products will need to come from Germany. Australia has a relatively
large market of Precast and GRC manufacturers so we have included these in the
attached booklet. Suppliers we have been speaking to are: Precast concrete,
Reider (Australian distributor is DCA Facades), Ascuro and Shapeshift. Some
suppliers have offered to mock up samples based on the infonriation I have
given them on the quartz based look with lighter colour pipTient to the
concrete. Maybe we can discuss this quickly tomorrow, to see if you would like
any of their samples and make
NSW.001.023.3276
Panel
movements are to be confirmed with further structural development.
For curtain wall system (estimate):
Vertical members - 15mm in vertical
mullions
Horizonal members (at slab edge) - 30mm
Horizontal
members (at joints in between slab) -15-20mm
Vertical joints
I_____
Horizontal
joints at slab edge
Horizontal
joints at not at slab edge
Minimum 20mm movement joint sizes for
precast panels.
Kind Regards.
NSW.001.023.3275
RE: [External] Re: Powerhouse Parramatta - Design Meeting Agenda
From: Eve
Hoskins <eve.hoskins@arup.com>
To: Angelica
GIANNOULATOU <angelica.giannoulatou@moreaukusunoki.com>
Cc: Hannah
Slater <hannah.slater@infrastructure.nsw.gov.au>; Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; Nicolas Moreau <nicolas.moreau@moreaukusunoki.com>; hiroko kusunoki <hiroko.kusunoki@moreaukusunoki.com>; Leigh Woodley <leigh.woodley@genton.com.au>; Agnieszka PRUSIK <agnieszka.prusik@moreaukusunoki.com>; Steven Toia <steven.toia@genton.com.au>; Enrico Zara <enrico.zara@arup.com>; Jacob Wiest <jacob.wiest@arup.com>; Peter Romeos <peter.romeos@arup.com>; George Cunha <george.cunha@arup.com>; Enrico Zara <enrico.zara@arup.com>
Date: Tue,
05 May 2020 17:55:33 +1000
Attachments:
image001_emz was removed from this message.msg.msg (54.78 kB)
Hi
Angelica
Please find the
summary responses to the comments in last week minutes below. Also is attached
the sizes of the two facade structural options with the 2m wide glazing, with
the indicative associated costs for the structural options.
my.sharepoint.com/±1p/eve
hoskins/EUMXjeU2Wn9GisdOWKmdRhYBLAZhOPQ MpL7GSSrbPOADO
?e=WiJHPE
my.sharepoint.comttip/eve
hoskins/EQ3xZykxL2pFtC2He1X4YzjOBJXXEIJAZUo6QExqMMljPg?
e=v)FE3h
Glazing
system
o Reduce the number of
mullions through adopting 2m panel glazing widths for curtain wall (3 per
structural grid)
Possible to adopt 2m spacing (more difficult for installation and
replacement but not impossible) - refer to sketchbook attached
Solid system
·
Arup to complete research regarding solid GRC
panels and advise:
o How
to reduce the number of joints -
Refer to cementitious sketchbook - For curtain wall + hook on
system - 2 x 5m as a maximum size (otherwise weight is too large to be
lightweight construction and needs a crane to install).
Precast - try to reduce panel weights for installation in tight
spaces. Recommend that maximum 2x5m panels are also adopted (larger is possible
with increased depth but with increased risk of damage to exoskeleton)
o How
big are the joints in the facade system?
NSW.001.023.3274
image001_emz
was removed from this message
From: Domain postMaster address <postmaster@infrastructure.nsw.gov.au>
To: Hannah Slater <hannah.slater@infrastructure.nsw.gov.au>
Date: Tue, 05 May 2020 17:55:33 +1000
We removed a file from this message
Your organization's email policy doesn't
permit this type of file. If you need it, please contact your administrator.
File
Details
image001.emz (8398 bytes)
© 2003 - 2019 Mimecast Services Limited.
NSW.001.023.3272
Façade Presentation
o PS7 Summary
MK have been separately preparing booklets to discuss the
remaining items identified on the agenda. Please let me know if you would like
any additional items added/ discussed.
Speak to you all this evening.
Thanks,
Hannah
Slater
A/ Senior
Development Manager
P 02 9216 5770
E hannah.slater@infrastructure.nsw.gov.au www.insw.com
Level 12. MLC Centre, 19 Martin
Place, Sydney NSW 2000
■
inswNewr sasotz,,,,, 110,
ni acknoidedge
and pay my respects to the traditional ovIners and custodians on Mose land I
walk, Kork and live.
Disclaimer
The information contained in this communication from the
sender is confidential. It is intended solely for use by the recipient and
others authorized to receive it. If you are not the recipient, you are hereby
notified that any disclosure, copying, distribution or taking action in
relation of the contents of this information is strictly prohibited and may be
unlawful.
Electronic mail messages entering and
leaving Arup business systems are scanned for viruses and acceptability of
content.
NSW.001.023.3271
d: +61 2 9320 9646
www.arup.com
Connect with Anip on
Linkedln
Follow @ArupGroup
From:
Angelica GIANNOULATOU <angelica.giannoulatou@moreaukusunoki.com>
Sent:
Thursday, 30 April 2020 5:26 AM
To:
Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au>
Cc: Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; simon.walkom@maas.museum; Lisa Havilah <Lisa.Havilahmaas.museum>, Nicolas
Moreau <nicolas.moreau@moreaukusunoki.com>; hiroko kusunoki <hiroko.kusunoki@moreaukusunoki.com>; Leigh Woodley <leigh.woodley@genton.com.au>; Agnieszka PRUSIK <agnieszka.prusik@moreaukusunoki.com>; Steven Toia <Steven.Toia@genton.com.au>; Enrico Zara <Enrico.Zara@arup.com>; Eric Rivers <Eric.Rivers@arup.com>; Eve Hoskins <Eve.Hoskins@arup.com>; Alexander Hespe <alexander.hespe@arup.com>; Alex Bowen <Alex.Bowen@maas.museum>;
Chaya Bratoeva <chaya.bratoeva@maas.museum>; Lisa Ffrench <Lisa.Ffrench@maas.museum>;
Hayley Coombes <Hayley.Coombes@maas.museum>; James Rongen-Hall
<James.Ron en-1--glallariuseurn>; Haico Schepers <Haico.Schepers@arup.com>
Subject:
[External] Re: Powerhouse Parramatta - Design Meeting Agenda
Hello
all,
Please find a link
to all the booklets we discussed today.
https://we.tl/t-LK9MrIX4hi
Cementitious
Facade Panels
-
Any feedback/markup
from the Arup team is more than welcome, to help us understand the advantages
or constraints of these different options.
-
Initial
approximate dimensions on the joints will also help us better test the visual
impact.
-
We will continue
this study and do some tests with bigger panels (we understand that Arup will
also provide a comparison for standard vs custom sized panels)
Exo-Facade
Offset Impact
-
We
have added to the hybrid studies, to test the 0.75m offset
-
We
will follow up with some views to try and visualise the impact of the different
options on the Civic Link.
Best
regards,
Angelica GIANNOULATOU
MOREAU
KUSUNOKI
ARCHITECTES
5
rue de Nemours
75011 Paris France
T: 01 84 16 46 87
Le mer. 29 avr. 2020 a 06:00, Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au> a ecrit : Hi All,
Ahead of this
evenings Design meeting please find the attached agenda to guide discussions.
Please also find attached:
·
SSDA
Elevational markup
NSW.001.023.3270
sure they are preparing something in line with your
design.
Based
on your booklet, I can see that there are 3 types of facades system for the
cementitious panels that I have pulled out information on and put into the
following document. We have provided the size considerations and limitations
for these.
https://arup-my.sharepoint.com/:b:/p/eve hoskins/EU9Nu-sg30tFsONVB82-
gbQBfzYFZ4MfJp1o2i7mXudSZg?e=S87ubY
https://arup-my.sharepoint.com/:b:/p/eve hoskins/EbaFxWvW7PNJuEp97TeZnIEBhR6u4-jJnzuAk--3LhO5ng?e=kTu7QY
1.
Precast
(your reference to steel reinforced panels) — You have mentioned load bearing
and non-loadbearing façade precast panels. We have discussed load bearing
panels previously with structures but as it does not benefit their structural
system., we have not explored this further. You have also mentioned precast
sandwich panels which include a layer of insulation to the panel itself. We
should note that the insulation that is required in these panels is not
compliant with current BCA with regards to non-combustibility and will require
a fire engineered solution to go down this route.
2.
Curtain wall with GRC panels — we have used glass
reinforced concrete in this study as it is readily available in Australia. Note
that for the 2m spacing and for the same curtain wall system to be adopted
throughout the whole project, a 150mm deep mullion at all locations would be
beneficial to allow for sufficient thermal insulation within the panel and
sufficient structural support for the heavier cementitious panels. This may
also allow the same curtain wall (with stiffening) to work at areas where there
are no internal structure required i.e areas with floor to floor <4.5rn.
3.
Hook on GRC panels (Stick system)
It is our understanding that the Powerhouse prefers the
2m spacings of the façade modulation. We note that while we would prefer 1.5m
modulation for ease of installation, it is not impossible and we can
engineering custom lightweight GRC panels to suit, with stiffeners in high wind
areas.
Note
that for the 2m spacing the same T section (or box section) can be used for
structural support of the glazed façade as there is a reduction factor for the
support of these larger panels. This bespoke T section (or box section) can be
replaced with an off the shelf section in the Solid wall areas where the
structure will need to be covered with internal linings.
With
regards to the gap of the cementitious façade in response to the seismic
structural movements, we will hopefully be able to get you a rough indication
of this tomorrow. This is very dependent on structural movements and façade
supports so will be a rough estimate until there is a more final structural
movements report.
Kind Regards,
Eve Hoskins
Engineer I Façade Engineering
BEHons / BDesArch
Arup
Barrack
Place 151 Clarence Street Sydney NSW 2000
NSW.001.023.3269
Eve Hoskins
Engineer I Facade Engineering
BEI-Ions I BI)esArch
Amp
Barrack Place 151 Clarence Street Sydney NSW 2000
d: +61 2 9320 9646
Connect
with Amp on Linkedln
Follow @ArupGroup
From: Angelica GIANNOULATOU <angelica.giannoulatou@moreaukusunoki.com>
Sent: Monday, 4 May 2020 10:18 PM
To: Eve Hoskins <Eve.Hoskins@arup.com>
Cc: Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au>; Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; Nicolas Moreau <nicolas.moreau@moreaukusunoki.com>; hiroko kusunoki <hiroko.kusunoki@moreaukusunoki.com>; Leigh Woodley <leigh.woodley@genton.com.au>; Agnieszka PRUSIK <agnieszka.prusik@moreaukusunoki.com>; Steven Toia <Steven.Toia@genton.com.au>; Enrico Zara <Enrico.Zara@arup.com>; Jacob Wiest <jacob.wiest@arup.com>; Peter Romeos <Peter.Romeos@arup.com>; George Cunha <George.Cunha@arup.com>
Subject: Re: [External] Re: Powerhouse Parramatta -
Design Meeting Agenda
Thank
you very much, Eve.
We will
review your documents and take them into account in our studies.
We
are also happy to discuss the samples tomorrow, so that we can provide some
clarity on the
direction.
Best
regards,
Angelica
GIANNOULATOU
MOREAU
KUSUNOKI
ARCHITECTES
5 rue de Nemours
75011 Paris France
T
: 01 84 16 46 87
Le lun. 4 mai 2020 a 09:44, Eve Hoskins <Eve.H IQ> a
ecrit :
Hi Angelica (you emailed
me just as I was emailing you),
Thanks for your booklet, That is useful to see the options
that you are looking into.
Speaking to colleagues we are not familiar with an Australian supplier of
the Hering internal products that you are showing in your booklet. We predict
that these products will need to come from Germany. Australia has a relatively
large market of Precast and GRC manufacturers so we have included these in the
attached booklet. Suppliers we have been speaking to are: Precast concrete,
Reider (Australian distributor is DCA Facades), Ascuro and Shapeshift. Some
suppliers have offered to mock up samples based on the information I have given
them on the quartz based look with lighter colour pigment to the concrete.
Maybe we can discuss this quickly tomorrow, to see if you would like any of
their samples and make
NSW.001.023.3268
Panel movements are to be confirmed with
further structural development.
For curtain wall system (estimate):
Vertical members - 15mm in vertical mullions
Horizonal members (at slab edge) - 30mm
Horizontal
members (at joints in between slab) -15-20mm
Vertical joints Horizontal joints at slab edge 1 Horizontal joints at not at slab edge Or an
Minimum 20mm movement joint sizes for
precast panels.
Kind
Regards.
NSW.001.023.3267
RE: [External] Re: Powerhouse
Parramatta - Design Meeting Agenda
From: Eve
Hoskins <eve.hoskins@arup.com>
To: Angelica
GIANNOULATOU <angelica.giannoulatou@moreaukusunoki.com>
Cc: Hannah
Slater <hannah.slater@infrastructure.nsw.gov.au>; Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; Nicolas Moreau <nicolas.moreau@moreaukusunoki.com>; hiroko kusunoki <hiroko.kusunoki@moreaukusunoki.com>; Leigh Woodley <leigh.woodley@genton.com.au>; Agnieszka PRUSIK <agnieszka.prusik@moreaukusunoki.com>, Steven Toia <steven.toia@genton.com.au>; Enrico Zara <enrico.zara@arup.com>; Jacob Wiest <jacob.wiest@arup.com>; Peter Romeos <peter.romeos@arup.com>; George Cunha <george.cunha@arup.com>; Enrico Zara <enrico.zara@arup.com>
Date: Tue,
05 May 2020 17:55:33 +1000
Attachments:
image001_emz was removed from this message.msg.msg (54.78 kB)
Hi
Angelica
Please find the
summary responses to the comments in last week minutes below. Also is attached
the sizes of the two facade structural options with the 2m wide glazing, with
the indicative associated costs for the structural options.
my.sharepoint.comttip/eve
hoskins/EUMXjeU2Wn9GisdOWKmdRhYBLAZhOPQ MpL 7GSSrbPOADQ
?e= WiJHPE
my.sharepoint.comtb:/p/eve
hoskins/EQ3xZykxL2pF0He9X4YzjOBJXXEIJAZUo6QExqMMIjPg?
e=vjFE3h
Glazing system
® Reduce the number
of mullions through adopting 2m panel glazing widths for curtain wall (3 per
structural grid)
Possible to adopt 2m spacing (more difficult for installation and
replacement but not impossible) - refer to sketchbook attached
Solid system
·
Arup to complete research regarding solid GRC
panels and advise:
o How
to reduce the number of joints —
Refer to cementitious sketchbook - For curtain wall + hook on
system - 2 x 5m as a maximum size (otherwise weight is too large to be
lightweight construction and needs a crane to install).
Precast - try to reduce panel weights for installation in tight
spaces. Recommend that maximum 2x5m panels are also adopted (larger is possible
with increased depth but with increased risk of damage to exoskeleton)
m
How big are the joints in the facade system?
NSW.001.023.3266
Thanks,
Hannah
From: Lisa Havilah
<Lisa„Havilah@maas,rnuseum>
Sent:
Friday, 1 May 2020 2:07 PM
To:
Hannah Slater <Hannah.Slater©infrastructure.nsv_Lgoy.au>
Cc: Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; Simon Walkom <simon,walkom@maas.museum>;
Lisa Ffrench <Lisa.Ffrenchemaas.museum>
Subject:
ARUP + MK testing of facade
Hi
Hannah,
When
you have a second can you check [if we need to check] the heat/conditioning
load that will come from the PS1 glass doors that are facing north....
Also
do we have any update on the doors width/height further development from the
initial presentation?
Thanks Lisa
Lisa
Havilah
Chief
Executive
Museum
of Applied Arts and Sciences
500
Harris Street, Ultimo, Sydney, NSW 2007 Australia
T
+61 2 92170363 M 0400 395 026
MAAS acknowledges Australia's First Nations
Peoples as the Traditional Owners and Custodians of the land and gives respect
to the Elders — past and present — and through them to all Aboriginal and Tones
Strait Islander peoples.
Disclaimer
The
information contained in this communication from the sender is confidential. It is
intended solely for use by the recipient and others authorized to receive it.
If you are not the recipient, you are hereby not.ifed that any drscbsure,
copying, distribution or taking action in relation of the contents of thin
information is stretty prohibited and may be unlawful.
Disclaimer
The information contained
in this communication from
the sender is confidential. It is intended solely for use by the
recipient and others authorized to receive it. If you are not the recipient,
you are hereby natured that any disclosure, copying, citribution or tal,ng
action in relation of the contorts of this information is strictly prohibited
and may be unlawful.
Electronic mail messages
entering and leaving Arup business systems are scanned for viruses and
acceptability of content.
NSW.001.023.3104
RE:
FW: ARUP + MK testing of facade
From: Enrico
Zara <enrico.zara@arup.com>
To: Hannah
Slater <hannah.slater@infrastructure.nsw.gov.au>
Cc: Alexander
Hespe <alexander.hespe@arup.com>
Date: Tue,
05 May 2020 15:58:56 +1000
· • •
Thanks I lannah,
PSI with an extensive tninsparentitranslucent facade
facing north will he hard for both air-conditioning and daylight control.
You
mark-up was definitely manageable. but a 20 in high transparent /translucent
facade will be a sienificant design challenge. especially if there is a need to
achieve a black box. Feedback from Powerhouse team will be Important to help
this.
Thanks
Enrico
Enrico Zara
Associate
j Design Manager
-61 468 671 877
From:
Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au>
Sent:
Tuesday, 5 May 2020 3:46 PM
To:
Enrico Zara <Enrico.Zara@arup.com>; Alexander Hespe <alexander.hespe@arup.com>
Subject:
[External] FW: FW: ARUP + MK testing of facade
Hi Enrico and Alex,
Please see attached.
Thanks,
Hannah
From:
Angelica GIANNOULATOU <angelic,a.giannoulatoq@moreaukusunoki.com>
Sent:
Tuesday, 5 May 2020 3:18 AM
To:
Hannah Slater <Hannah.SlaterOinfrastructure.nsw.gov.au>
Cc: Agnieszka PRUSIK
<a_gnieszka.prusik@moreaukusmokis,o_m>; Leigh Woodley <leigh_woodley@genton.corn_au.>;
Steven Toia <5.1even.Toia@genton.com,au>; Simon
Pagett
<simon„pagelt@infrastructure,nsw.goy_a_tp; Hiroko KUSUNOKI <hiroko.kusunoki@moreaukusunoki.com>; Nicolas MOREAU
<nicolas,rnoreav@rnoreau_kuaunoki.conp; Nicholas MOROF <nicholamorof@mor.eaulsus.unoki.com>
Subject:
Re: FW: ARUP + MK testing of facade
Hello
Hannah,
The
intention for the upper part of the PS1 doors was to keep it at least
translucent, and not divide the height into glazing/solid, to keep the
appearance as consistent as possible. As shown on the elevation set we shared
with you last week (here shared again for reference), we have assumed clear
glazing for the lower part and fritted glass for the upper part, treating it in
a similar way as other levels. The 3D views (in the megadoor booklet) had been
done before the exchange on the facade systems with Arup, but on visuals from
now on we will show the updated assumptions.
It would be good to
discuss tomorrow what feedback Arup gave you on the approach and comfort of the
North and East Facades, so we can update our elevations before Wednesday, if
needed.
As
I mentioned on the call today, the PS1 doors are still under development, DEP
and Arup exchanged at the end of last week, and they will be working on options
for
treating and integrating the structure.
Jean
Marc Teissier from DEP has confirmed he can join the meeting on Monday 11 May,
so we can discuss any updates that may happen this week.
Thank
you,
Ange5ca
GIANNOULATOU
MOREAU
KUSUNOKI
ARCHITECTES
5 rue de Nemours
75911 Paris France
T:
0184164557
Le lun. 4 mai 2020 a 00:18, Hannah Slater <Hannah.Slater@infrastructure
nsw.qov.au> a kilt :
Hi Angelica and Aga,
On some of the 3D
views the PS1 spaces above the doors are still being shown as transparent.
Could you please update these as per the elevation markup (below).
Could
you also please send through any development work on the North and South PS
doors particularly regarding the size following the direction to proceed
with
the vertical hoisting?
In order for them to hoist
upwards and conceal neatly behind the solid head over what is the height and
structural requirement?
NSW.001.023.3103
Disclaimer
The
information contained in this communication from the sender is confidential. It is
intended solely for use by the recipient and others authorized to receive it.
If you are not the recipient, you are hereby notified that any disclosure,
copying, distribution or taking action in relation of the contents of this
information is strictly prohibited and may be unlawful.
Electronic mail messages
entering and leaving Arup business systems are scanned for viruses and
acceptability of content.
NSW.001.023.3068
RE: PP - Safety review
From: Enrico Zara <enrico.zara@arup.com>
To: Hannah
Slater <hannah.slater@infrastructure.nsw.gov.au>
Cc: Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>; Peter Macdonald <peter.macdonald@arup.com>
Date: Tue, 05 May 2020 15:15:03 +1000
Hi
Hannah,
I
have discussed with Peter and we would suggest to have a third party providing
this service. We do include safety in our design and to do SID reviews, however
this specific design would probably need an independent review.
thanks
Enrico
Enrico Zara
Associate I Design Manager
M: +61 468 671 877
From: Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au>
Sent: Tuesday, 5 May 2020 1:58 PM
To: Enrico Zara <Enrico.Zara@arup.com>
Cc: Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>
Subject: [External] PP - Safety review
Hi
Enrico,
Following
our exoskeleton workshop last week there are a number of items which we would
like a safety review on to inform the further design development (i.e. the
design of the base to the exoskeleton/ balconies to avoid climbability). Could
you please advise if there is someone at Arup who has the expertise to complete
a review and provide advice in this area?
Thanks
Hannah Slater
Al Senior Development Manager
P 02
9216 5770
E
hannah.slater@infrastructure.nsw.gov.au I www.insw.com
Level
12, MLC Centre, 19 Martin Race, Sydney NSW 2000
•
Ins |
w Infrastructure
VT New South Wales
Ql acknoWedge
and pay my respects to the traditional ovdleis and custodians on Mose land I
yolk, viork and live.
NSW.001.023.3067
acceptability
of content.
NSW.001.023.3064
RE:
PP - Safety review
WitlY=TERT2M3 a
From: Enrico Enrico Zara <enrico.zara@arup.com>
To: Hannah
Slater <hannah.slater@infrastructure.nsw.gov.au>
Date: Tue, 05 May 2020 14:41:07 +1000
Let
me check and I will get back to you
Enrico
Enrico Zara
Associate I
Design Manager
M: +61 468 671 877
From: Hannah Slater <Hannah.Slater@infrastructure.nsw.gov.au>
Sent: Tuesday, 5 May 2020 1:58 PM
To: Enrico Zara <Enrico.Zara@arup.com>
Cc:
Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>
Subject: [External] PP - Safety review
Hi
Enrico,
Following
our exoskeleton workshop last week there are a number of items which we would
like a safety review on to inform the further design development (i.e. the
design of the base to the exoskeleton/ balconies to avoid climbability). Could
you please advise if there is someone at Arup who has the expertise to complete
a review and provide advice in this area?
Thanks
Hannah Slater
(5,1 Senior Development Manager
P
02 9216 5770
E
hannah.slater@infrastructure.nsw.gov.au www.insw.com
Level
12, MLC Centre, 19 Martin Place, Sydney NSW 2000
■
INSWINnerwraSsotutiftairees
acknoviedge
and pay my respects to the traditional owners and custodians on Nose land I viatk, viork
and live.
Disclaimer
The
information contained in this communication from the sender is confidential. It is
intended solely for use by the recipient and others authorized to
receive it.. If you are not the recipient,-you are-hereby-notified that any disclosure, copying,
distribution or taking action in relation of the contents of this information
is strictly prohibited and may be unlawful.
Electronic mail messages
entering and leaving Arup business systems are scanned for viruses and
NSW.001.023.3063
PP - Safety review
From: Hannah Slater <"/o=exchangelabs/ou=exchange administrative
group (fydibohf23spdlt)/cn=recipients/cn=5eaal
703fdd04b9595e774ea28e1d7b3-hannah slat">
To: Enrico
Zara <enrico.zara@arup.com>
Cc: Simon Pagett <simon.pagett@infrastructure.nsw.gov.au>
Date: Tue, 05 May 2020 13:57:44
+1000
Hi
Enrico,
Following
our exoskeleton workshop last week there are a number of items which we would
like a safety review on to inform the further design development (i.e. the
design of the base to the exoskeleton/ balconies to avoid climbability). Could
you please advise if there is someone at Arup who has the expertise to complete
a review and provide advice in this area?
Thanks
Hannah Slater
A/ Senior Development Manager
P
02 9216 5770
E hannah.slater@infrastructure.nsw.gov.au j www.insw.com
Level 12, !VIC Centre, 19 Martin Place, Sydney
NSW 2000
■
a Infrastructure
New South Wales
acknoviedge and pay my respects to the
traditional miners and custodians on Mose land I yolk, 14ork and live.
NSW.001.023.3034
·
_
PP - Safety review
From: Hannah Slater <hannah.slater@infrastructure.nsw.gov.au>
To: Enrico
Zara <enrico.zara@arup.com>
Cc: Simon
Pagett <simon.pagett@infrastructure.nsw.gov.au>
Date: Tue, 05 May 2020 13:57:44 +1000
Hi
Enrico,
Following
our exoskeleton workshop last week there are a number of items which we would
like a safety review on to inform the further design development (i.e. the
design of the base to the exoskeleton/ balconies to avoid climbability). Could
you please advise if there is someone at Arup who has the expertise to complete
a review and provide advice in this area?
Thanks
Hannah Slater
IA/ Senior Development
Manager
P
02 9216 5770
E hannah.slater@infrastructure.nsw.gov.au www.insw.com
Level 12. MLC Centre. 19 Martin Place. Sydney
NSW 2000
■
II1SWINtassotrt.teres
acknovtledge and pay my
respects to the traditional owiers and custodians on Mose land I yolk, vtork
and live.
NSW.001.023.3033
Outcome and additional notes
Powerhouse
Parrarnatta
NSW.001.023.2976_020
Outcome and addlffonal notes
Powerhouse
Parrarnatta
NSW.001.023.2976_017
% Complete Done/Overdue?
0%
0%
F.--- . ........_ r---IL: |
100% !,, |
u-J J |
50% p• |
|
50% :. |
|
50% r |
75% p. Overdue
75%
100% IV Done
·
100% j JDone
100% I d Done
100% I te Done
100% i J Done
/7-
100% Done
100% J Done
Fri _ 100%1:40 Done
Overdue
C. I 50% P. Overdue
100% IV Done
75%
50% 1. Overdue
50% ?" Overdue
rso,-
FT' 100% t Overdue
rr-
100°loJJ Done
100% ad i)Dne
Powerhouse Parra matte
NSW.001.023.2976_016
|
Category. , |
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Powerhouse Parramatta
NSW.001.023.2976_015
Outcome and
additional notes
Powerhouse Parramatta
NSW.001.023.2976_014
% Complete Done/Overdue?
0% r' Overdue
0% t Overdue
0% it*- Overdue
0% ;a. Overdue
0% I. Overdue
0% I. Overdue
0% Overdue
0% Overdue
0% Overdue
0% ► Overdue
0% 1' Overdue
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0%
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0%
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0% :,•• Overdue
0%
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0%
0%
0%
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0% I. Overdue
Powerhouse Parraniatta
NSW.001.023.2976_013
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Powerhouse Parramatta
NSW.001.023.2976_012
EMT=
DonelOverdue?
0% r" Overdue
0% :1' Overdue
0% i. Overdue
0% :1" Overdue
0% Overdue
0% r^ Overdue
0% r" Overdue
0% Overdue
0% ?" Overdue
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0% T Overdue
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0% I' Overdue
Powerhouse Parramatta
NSW.001.023.2976_010
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