1 d) Structure
Transcript of 1 d) Structure
18/65TONKIN ZUL A IKHA GREER ARCHITECTS FOR INFR ASTRUCTURE NSW | 15/01/2018 | WALSH BAY ARTS AND CULTURAL PRECINCT | SSDA | RESPONSE TO SUBMISSIONS - SSD 8671
1 d) Struc ture
Her i tage Counci l Comment 1 d)Limited information has been provided regarding the proposed strengthening of the structure to accommodate new performance spaces and mechanical services. The introduction of new structural members must be undertaken sensitively and with minimal impact to signif icant fabric and spaces. Further design details must be provided to the Heritage Council for assessment prior to approval of this project.
ResponseWhile the piers were originally designed to take heavy loads, some structural strengthening is required to accommodate the new uses. This is proposed to be undertaken in a sensitive manner, to minimise impact on signif icant fabric and spaces. Where strengthening is required, new steel beams are typically paired about the original structure, with the new structure clearly identif iable. This approach has already been implemented within Pier 2/3 and Wharf 4/5 and is proposed to be continued for the new work. Structure associated with new mezzanines will be independent and reversible.
The SoHI discusses the approach to structure as follows: (p.179)
6.10.6 Structural
Pier 2/3, Wharf 4/5 and associated shore sheds were built in the early 1900s as an operational cargo wharf and storage shed. Over time the building usage has changed and they are now predominately used or proposed to be used as cultural venues for theatrical and dance groups, commercial, restaurants, and public cultural events.
The existing substructure consists of turpentine piles driven through the seabed down to bedrock. The existing superstructure is a framework of heavy ironbark columns, beams, and f loor joists, all sheltered by existing oregon roof truss frames and purlins.
Both substructure and superstructure have been subjected to a number of structural maintenance and upgrading programs over their l i fetime. Apart from general repairs to the old structure, other structure changes involved the removal of internal columns with new steel transfer framing, new steel framed stairs and lif t shafts, new steel and timber framed mezzanines f loors, roof plant platforms, and addition of an external apron slab all round.
The proposed upgrade and alterations involve removal of additional internal columns, replacement of some columns previously removed, additional stairs, l i f ts and mezzanine f loors throughout, raised roof profi le in parts, and some additional roof plant platforms.
The underlying structural design intent is to treat the existing structure and heritage fabric with a high priority and to minimise the structural impact whilst expressing the existing structure where possible.
Dif ferent structural approaches and systems have been considered, with the least invasive adopted. With the proposed upgrade and alterations it is inevitable that loading on the existing structure would increase. At locations where existing structural members become overloaded, where possible the existing structure is uti l ised by strengthening with steel plates and members in a manner acknowledging their heritage, rather than removing and replacing with new.
For the proposed per formance and theatre type building use and increased number of occupants, a number of acoustic and f ire safety related design aspects require upgrading. Similar to the structural alterations and strengthening, a number of approaches and systems were considered. Where achievable, the existing timber structure was reviewed and deemed adequate to provide the required
insulation and protection. For existing structural elements that require f ire protection, intumescent paint is specif ied for its minimalist impact on the existing form.
The structural design of the Walsh Bay Arts and Cultural Precinct and STC50 alterations acknowledges the history and heritage aspects of the existing structure and environment in which it is located.
Structural solutions wil l be adopted based on the most minimalist impact on the existing structure and heritage fabric. Existing structure wil l be sensitively re-used where possible, and all new structure wil l be detailed to compliment and express the existing.
Figure 22: ATYP Theatre perspective. Source: David Duloy 2017
Figure 23: ACO Per formance Space perspective.Source: David Duloy 2017
19/65 TONKIN ZUL A IKHA GREER ARCHITECTS FOR INFR ASTRUCTURE NSW | 15/01/2018 | WALSH BAY ARTS AND CULTURAL PRECINCT | SSDA | RESPONSE TO SUBMISSIONS - SSD 8671
LOADS TO BE HUNG FROMWEBS OF PURLINS ONLY
DO NOT HANG LOADS FROMFLANGES OR LIP OF PURLINS
APPROVED HANGING FIXINGS FROM PURLINS
10 PLATE STIFFENERBOTH SIDES
10 PLATE FOR310 UB AND OVER
T Y P I C A L C O N N E C T I O N D E T A I L S
PLAN AT DOORWAY
T Y P I C A L C O L U M N B A S E P L A T E D E T A I L S
PLAN INTERNAL PLAN AT CORNER PLAN
EDGE OF SLAB
TYPE AFIN PLATE CONNECTION INTO SIDE OF SHS
COLUMN
UP TO 250 UB : 10 PLATE - 2M20 BOLTSUP TO 360 UB : 10 PLATE - 3M20 BOLTSUP TO 410 UB : 12 PLATE - 4M20 BOLTSUP TO 460 UB : 12 PLATE - 5M20 BOLTSUP TO 530 UB : 12 PLATE - 6M20 BOLTSUP TO 610 UB : 12 PLATE - 7M20 BOLTS
P L A N
TYPE BCAP PLATE CONNECTION AT TOP OF
COLUMN
UP TO 610 UB : 10 PLATE - 4M20 BOLTS
FIN PLATE CONNECTION INTO SIDE OFSHS COLUMN
UP TO 200 UB : 10 PLATE - 2M16 BOLTSUP TO 310 UB : 10 PLATE - 2M20 BOLTS
P L A N
TYPE G
END PLATE BEAM SPLICEREFER TO PLAN FOR LOCATIONS
UP TO 310 UB : 12 PLATE - 4M20 T.F. BOLTSUP TO 410 UB : 20 PLATE - 4M20 T.F. BOLTSUP TO 460 UB : 20 PLATE - 4M24 T.F. BOLTSUP TO 530 UB : 24 PLATE - 4M24 T.F. BOLTSUP TO 610 UB : 24 PLATE - 6M24 T.F. BOLTS
TYPE CBEAM SPLICE
REFER TO PLAN FOR LOCATIONS
TYPE DCONNECTION ONTO UB
COLUMN
TYPE EBEAM TO
BEAM
10 PLATE4M20 COACH BOLTS??? EMBEDMENT
SHS COLUMNSOFF EXISTING
TIMBER COLUMN
12 PLATE EXCEPTCOLUMNS WITHVERTICAL BRACINGTO BE 16 PLATE.2M20 U-BOLTS
UB COLUMNSOFF EXISTING
TIMBER COLUMN
75
UP TO 250 UB : 10 PLATE - 2M20 BOLTSUP TO 360 UB : 10 PLATE - 3M20 BOLTSUP TO 410 UB : 12 PLATE - 4M20 BOLTSUP TO 460 UB : 12 PLATE - 5M20 BOLTSUP TO 530 UB : 12 PLATE - 6M20 BOLTSUP TO 610 UB : 12 PLATE - 7M20 BOLTS
UP TO 250 UB : 10 PLATE - 2M20 BOLTSUP TO 360 UB : 10 PLATE - 3M20 BOLTSUP TO 410 UB : 12 PLATE - 4M20 BOLTSUP TO 460 UB : 12 PLATE - 5M20 BOLTSUP TO 530 UB : 12 PLATE - 6M20 BOLTSUP TO 610 UB : 12 PLATE - 7M20 BOLTS
UP TO 250 UB : 10 PLATE - 2M20 BOLTSUP TO 360 UB : 10 PLATE - 3M20 BOLTSUP TO 410 UB : 12 PLATE - 4M20 BOLTSUP TO 460 UB : 12 PLATE - 5M20 BOLTSUP TO 530 UB : 12 PLATE - 6M20 BOLTSUP TO 610 UB : 12 PLATE - 7M20 BOLTS
TYPE F
66
66
SCALE 1:10NOTE: CONNECTIONS ARE INDICATIVELY DRAWN ONLY
TYPI
CAL
100
MIN
EDGE
DIS
TANC
E
EXISTING TIMBERCOLUMN
2M20 COACH SCREWSTYPICAL
TYPICAL PFC TO TIMBER COLUMN DETAIL
TYPI
CAL
100
MIN
EDGE
DIS
TANC
E
EXISTING TIMBERCOLUMN
2M20 COACH SCREWSTYPICAL
TYPICAL UB/UC TO TIMBER COLUMN DETAIL
REMOVE FLANGESWHERE NECESSARY
EXISTING TIMBERCOLUMN
CL COLUMN & BEAM
100 MIN
12mm 'T' PLATE4M20 COACH SCREWS2M20 BOLTSTYPICAL
PLAN ON TYPICAL ROOF PENETRATION
PROVIDE TRIMMERS ON EACH SIDETO BE SAME SIZE AS MAIN ROOFPURLINS TYPICAL
1 PURLIN MAXIMUM TO STOPAT PENETRATION
FOR PENETRATION LOCATIONS & SIZES REFER TOMECHANICAL ENGINEERS DRAWINGS. TYPICAL
SCALE 1:100
75
TYPICAL ROD BRACING DETAIL
CLASS S TURNBUCKLETO AS 2319
TO BE DESIGNED BY ENGINEER
S E C T I O N
*
SCALE 1:10
B9
J1
J1
FLANGESTYP
500
J1
CAP PLATEM20 BOLTS
END PLATESM20 BOLTS
REFER ARCHVARIES
EXISTING STEEL BEAM,ASSUMED TO BE 610UB101,BUILDER TO CONFIRM.
BOLT FLANGES TOGETHER USINGPAIRS OF M20 8.8 BOLTS WITHDYNAMIC SET WASHERS. SPACINGOF BOLTS WILL VARY, ASSUME PAIRSAT 300mm AVERAGE CENTRES.
NEW 310UC118 TO STRENGTHENEXISTING BEAM.
TYPICAL EBS1 STRENGTHENINGBEAM CONNECTION DETAILSCALE 1:10
EXISTING STEEL BEAM,ASSUMED TO BE 800WB146,BUILDER TO CONFIRM.
BOLT FLANGES TOGETHER USINGPAIRS OF M20 8.8 BOLTS WITHDYNAMIC SET WASHERS. SPACINGOF BOLTS WILL VARY, ASSUME PAIRSAT 300mm AVERAGE CENTRES.
NEW FABRICATED WC SECTION TOSTRENGTHEN EXISTING BEAM.SECTION IS 400 H X 275 W. TOP FLANGEIS 16mm THICK, BOTTOM FLAGE IS 32mmTHICK. WEB IS 12mm THICK.
TYPICAL EBS2 STRENGTHENINGBEAM CONNECTION DETAILSCALE 1:10
PAIRS OF M20 BOLTS AT600 CTS ALONG GIRDEREXISTING TIMBER
JOIST
EXISTING TIMBERDECKING
EXISTINGTIMBER JOIST
TYPICAL STEEL STRENGTHENING TO EXISTINGTIMBER GIRDER DETAIL
PAIRS OF M20 BOLTS AT600 CTS ALONG JOIST
SLOTTED PLATE TOMATCH BEAM FLANGE
TYPICAL EXISTING TIMBER JOIST STRENGTHENING/NEWJOIST TO EXISTING TIMBER GIRDER DETAIL.
PLYWOOD/CFC FLOORING
10 STIFFENER TOALIGN WITH CLEAT
12 STFFENER CLEAT,4M20 BOLTS CROPJOIST FLANGES.TYPICAL.
TYPICAL NEW JOIST TO BEARER DETAIL
300
PACK UNDER BEAM
EXISTING TIMBERCOLUMN
EXISTING TIMBERCOLUMN
PAIR OF M20 x 200COACH SCREWS AT 500VERTIAL CTS, TYPICAL.
SITE WELD 150 x 10 PLATESTO PFC FLANGES EACHSIDE OF EXISTING POST AT1000 VERTICAL CENTRESFOR FULL LENGTH OFEXISTING TIMBER COLUMN2M20 THROUGH BOLTS
EXISTING WALL
380 PFC
380 PFC EACH SIDE
ECS1 DETAILSCALE 1:10
ECS2 DETAILSCALE 1:10
TYP100 MIN
ECS1
A-
SECTION A-SCALE 1:10
16 STIFFENER PLATESTYPICAL
380 PFC SHOP WELDEDT- BRACKET TO SUPPORTBEAM STRENGTHENING
EXISTING STEEL BEAM
EXISTING COLUMN
BEAM STRENGTHENING
PAIR OF M20 x 200COACH SCREWS
EXISTING TIMBER BEAMS
TYPICAL FLOOR EDGE BALUSTRADE DETAIL
FLOOR EDGE BEAM. REFERTO PLAN FOR DETAILS
SHOP WELD 10 PLATEWITH 250PFC TOCREATE BOX SECTION.
NOTE :1. REFER TO ARCHITECTURAL DRAWINGS FOR BALUSTRADE LOCATIONS.
SHOP WELD BALUSTRADEFIXING PLATES TO STRINGER.REFER TO FACADE ENGINEERSDRAWINGS FOR DETAILS.(REFER TO ARCH FORBALUSTRADE)
100
100
250
12 SIDE PLATES
20 PLATE
8 GUSSET PLATE
200 x 100 x 9 RHS
6 SEAL PLATE
30 PLATE
8 GUSSET PLATE
20 PLATE
300
300
100
6M20 THROUGH BOLTS
X-
EXISTING HAUNCH
EXISTING HANGINGTRUSS
EXISTING GIRDER
NOTCH EXISTING JOIST IFNECESSARY DETERMINE ONSITE IF ADDITIONAL SUPPORTTO JOIST IS REQUIRED
PROVIDE SHIMSAS NECESSARY
REBATE COLUMN LOCALLYTO PROVIDE SEAT FORSTEELWORK
100100
TYPICAL COLUMN SADDLE STRENGTHENING DETAILSCALE 1:10LOCATIONS DENOTED * ON PLAN
SECTION X-SCALE 1:10
150
75
100
100
100
280
75
PLAN Y-SCALE 1:10
Y-
275
75
A0 0 1 2 3 54 6 7 8 9 10
Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSONWHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALLRELEVANT NOTES ON DRAWING NO. S001
WALSH BAY ARTS PRECINCTWHARF 4-5
WHARF 2-3
SOUTH NORTH
NORTH
DRAWING TITLE
REV
SCALES
TTW PROJECT No :DRAWING NO
DRAWN BY
APPROVEDTONKIN ZULAIKHA GREER ARCHITECTS
EMAIL [email protected]
117 Reservoir Street
P: (02) 9215 4900
ARCHITECT
PROJECT :
F: (02) 9215 4901 PHASE
ARTS NSW
WEB www.tzg.com.au
DATE
MECHANICAL ENGINEERHYDRAULIC ENGINEERHERITAGE CONSULTANT
ELECTRICAL ENGINEER
STATUTORY PLANNER
PROGRAMME MANAGEMENT
STRUCTURAL/CIVIL/FACADES
ESD CONSULTANTCadencePhone: 9557 8866 :Email: [email protected]
ARUPPhone: 9320 9928Email: [email protected]
ARUPPhone: 9320 9952Email: [email protected]
Phone: 9439 7288
ARUPPhone: 9320 9354Email: [email protected]
Tropman & TropmanPhone: 9251 3250Email: [email protected]
MG PlanningPhone: 9719 3118
ARUPPhone: 9320 9480Email: [email protected]
ACCESS CONSULTANTAccessibility SolutionsPhone: 9695 1940Email: [email protected]
ACOUSTIC ENGINEERARUPPhone: 9320 9308Email: [email protected]
BCA CONSULTANTBlackett Maguire & AssociatesPhone: 9211 7777Email: [email protected] ARCHITECTMcGregor CoxallPhone: 9977 3853Email: [email protected]
Email: [email protected]
THEATRE PLANNER & AVArupPhone: 9320 9218Email: [email protected]
QUANTITY SURVEYORWT PartnershipPhone: 9929 7422Email: [email protected]
KITCHEN CONSULTANTSangster Design GroupPhone: 9630 0148:Email: [email protected]
TRAFFIC ENGINEERGTAPhone: 8448 1810 :Email: [email protected]
SURVEYORLTS LockleyPhone: 9365 7336Email: [email protected]
INFRASTRUCTURE NSWPhone: 8016 0133Email: [email protected]
VERTICAL TRANSPORT ENGINEERARUPPhone: 9320 9805Email: [email protected]
WASTE CONSULTANTARUPPhone: 9320 9272Email: [email protected]
SPECIALIST LIGHTING ENGINEERARUPPhone: 9320 9272Email: [email protected]
CONSTRUCTION PROGRAMCadencePhone: 9557 8866Email: [email protected]
MARINE ECOLOGISTJacobsPhone: 9032 1077Email: [email protected]
FIRE SERVICES ENGINEERARUPPhone: 9320 9656Email: [email protected]
CLIENT:
ABN: 4600272234916/01/2017
NOTES:Do not scale off drawings. Use figureddimensions only. Report any discrepencies tothe engineer. These designs, plans,specifications and the copyright therein are theproperty of Taylor Thomson Whitting NSWPty Ltd, and must not be reproduced or copiedwholly or in part without written permission ofTaylor Thomson Whitting NSW Pty Ltd.
@A0
DELIVERY AGENCY:SOUTHSHORESHED
TAYLOR THOMSON WHITTING NSW PTY LTD48 chandos Street, St Leonards
WEB www.ttw.com.au
ABN: 81 1135 783 77
TENDER NOTES1. These drawings are preliminary drawings issed for tender as an indication
of the extent of works only. They are not a complete set of constructiondrawings.
2. To determine the full extent of work, these drawings shall be read inconjunction with the architectural drawings and other contract documents.Allow for all items shown on architectural and other drawings as not allitems are shown on the structural drawings.
3. Should any ambiguity, error, ommision, discrepancy, inconsistency orother fault exist or seem to exist in the documents, immediately notify, inwriting, to the superintendent.
4. Rates shown on these drawings are for the final structure in place and donot allow for any wastage, rolling margins, over supply or fabricationrequirements etc.
As indicated
26/05/2017 3:28:03 PM
26/0
5/20
17 3
:28:
03 P
M
FOR TENDERN.F.B.
D.C.
161280 S700A 26.05.17ISSUED FOR TENDER N.F.B.G.B.
A
TYPICAL STEELWORKDETAILS SHEET 1
PLO
TTED
BY:
N.F
.B. O
N
FOR TENDER
DETAILScale 1 : 10 S207
1
FOR INFORMATION
20/65TONKIN ZUL A IKHA GREER ARCHITECTS FOR INFR ASTRUCTURE NSW | 15/01/2018 | WALSH BAY ARTS AND CULTURAL PRECINCT | SSDA | RESPONSE TO SUBMISSIONS - SSD 8671
DATE REV NOTES: DRAWING TITLE
REV
SCALES
PROJECT NO : 16005
DRAWING NO
DRAWN BY
CHECKED
TONKIN ZULAIKHA GREER ARCHITECTS
EMAIL [email protected]
117 Reservoir Street
P: (02) 9215 4900
ARCHITECTPROJECT :
F: (02) 9215 4901
PHASE
Create NSW
FOR TENDER
WEB www.tzg.com.au
DATE
MECHANICAL ENGINEERHYDRAULIC ENGINEERHERITAGE CONSULTANT
ELECTRICAL ENGINEER
STATUTORY PLANNER
PROGRAMME MANAGEMENT
STRUCTURAL/CIVIL/FACADES
ESD CONSULTANTCadence
Phone: 9557 8866:
Email: [email protected]
ARUP
Phone: 9320 9928
Email: [email protected]
ARUP
Phone: 9320 9952
Email: [email protected]
TTW
Phone: 9439 7288
Email: [email protected]
ARUP
Phone: 9320 9354
Email: [email protected]
Tropman & Tropman
Phone: 9251 3250
Email: [email protected]
MG Planning
Phone: 9719 3118
ARUP
Phone: 9320 9480
Email: [email protected]
ACCESS CONSULTANTAccessibility Solutions
Phone: 9695 1940
Email: [email protected]
ACOUSTIC ENGINEERARUP
Phone: 9320 9308
Email: [email protected]
BCA CONSULTANTBlackett Maguire & Associates
Phone: 9211 7777
Email: [email protected]
LANDSCAPE ARCHITECTMcGregor Coxall
Phone: 9977 3853
Email: [email protected]
Email: [email protected]
THEATRE PLANNER & AVArup
Phone: 9320 9218
Email: [email protected]
QUANTITY SURVEYORWT Partnership
Phone: 9929 7422
Email: [email protected]
KITCHEN CONSULTANTSangster Design Group
Phone: 9630 0148:
Email: [email protected]
TRAFFIC ENGINEERGTA
Phone: 8448 1810:
Email: [email protected]
SURVEYORLTS Lockley
Phone: 9365 7336
Email: [email protected]
INFRASTRUCTURE NSW
Phone: 8016 0157
Email: [email protected]
VERTICAL TRANSPORT ENGINEERARUP
Phone: 9320 9805
Email: [email protected]
WASTE CONSULTANTARUP
Phone: 9320 9272
Email: [email protected]
SPECIALIST LIGHTING ENGINEERARUP
Phone: 9320 9272
Email: [email protected]
CONSTRUCTION PROGRAMMINGCadence
Phone: 9557 8866
Email: [email protected]
MARINE ECOLOGISTJacobs
Phone: 9032 1077
Email: [email protected]
FIRE SERVICES ENGINEERARUP
Phone: 9320 9656
Email: [email protected]
SIGNAGE + WAYFINDINGUrban & Public
Phone: 9699 7182
Email: [email protected]
CLIENT:
A-354
ABN: 46002722349
WALSH BAY ARTS PRECINCT
Plot date:26/5/17 File: #File Path
PIER 2_3 - ACO AUDITORIUMCROSS SECTION GRIDS 21-23
PT
26/5/17
NOTES:Do not scale off drawings. Use figured
dimensions only. Report any discrepencies to
the architect. These designs, plans,
specifications and the copyright therein are the
property of Tonkin Zulaikha Greer Architects Pty
Ltd, and must not be reproduced or copied
wholly or in part without written permission of
Tonkin Zulaikha Greer Architects Pty Ltd.
JM/JH/GM/KL/SB
HCW/ABN/DT/BS
1:25@A0DELIVERY AGENCY:
A
LEGEND
STC50 internal tenancy works.Refer drawings by Others.
Not part of scope or sitearea
To be demolished
ExistingExclusive use area forSP73989. Not part of site.
Works to future detail and included inthe ACO Auditorium and RehearsalSpace Interiors Provisional Sum
DA1-097
DA1-092
DA1-097
DA1-092
Existing steel strongbacks.No finish.
Intumescent paint finish tosteel haunches to achieve 1hour fire rating. Typical.
Existing underside of timberfloor and beams. No finish.
Existing timber base cladding.No finish.
Existing timber framedwindows and louvres. Paintfinish.
For details of new louvres referFacade drawings.
Existing gantry rail. Restore.Paint finish.
Existing external light fittings.Restore and relamp. ReferSpecialist Lighting andElectrical.
Existing timber columns andbeams. Paint finish.
Existing timber framedwindow. Paint finish.
Anodised aluminium framedwindow. Refer Facadedrawings.
Repair, ease and adjustexisting cargo doors to ensuresmooth operation. Paint finish.
Retain existing timber doorprotectors. No finish.
Repair, ease and adjustexisting cargo doors to ensuresmooth operation. Paint finish.
Retain existing timber doorprotectors. No finish.
Existing timber weatherboards.Paint finish.
Existing timber weatherboards.Paint finish externally. Nofinish internally. Typical.
Existing gutter. Repair asrequired.
Existing roof sheeting. Repairas required to ensureweathertight.
Existing gutter.
Repair existing timber framedwindows. Paint finishexternally.
Repair existing timber fascia.Paint finish.
Existing roof sheeting. Repairas required to ensureweathertight.
Retain original rainwaterheads. Repair.
Existing timber columns andbeams. Repair and paintfinish externally. No finishinternally.
Repair existing timber framedwindows and weatherboards.Paint finish externally. Nofinish internally.
Existing wharf apron.
Relocated door protector.No finish.
Repair original flooring asspecified.
Repair, ease and adjustexisting cargo doors beyond toensure smooth operation. Limitopening to maintain egress.Paint finish.
Fixed glass balustrade. Referdetails.
MC03 metal cladding toacoustic wall. Refer details.
Fire rated plasterboard ceiling.PF. Refer Floor/Ceiling Buildupdrawing for details.
Timber floorboards. Clearfinish.
Conceal service runs in roof/ceiling cavity.
Existing timber weatherboardcladding. Paint finishexternally. No finish internally.
Existing timber column. Nofinish. Typical.
Existing timber beam. Nofinish. Typical.
Existing steel strongback.No finish. Typical.
Existing timber weatherboardcladding. Paint finishexternally.
30mm diameter bronzeguardrail to protect base ofwall.
SKM01. Recessed metal skirting withbronze trim to finish base of MC03 cladding.Scribe base to existing floor.
30mm diameter bronzeguardrail to protect base ofwall.
SKM01. Recessed metalskirting with bronze trim tofinish base of MC03 cladding.Scribe base to existing floor.
Drenched glass wall beyond toform fire compartment line.Intumescent paint finish to allstructural steel.
MDF ceiling to comply with Acoustic andSection J requirements. PF. Scribe aroundexisting roof purlins. Buildup to be minimisedto expose maximum amount of purlin forheritage reasons.
Fully isolated, twin-skin, steel framed acousticglass wall with glass diffusive panels internally.Integrated black out and brown out blindsbetween glass. Glazing to be operable forcleaning and maintenance. Glass to be lowiron for maximum transparency. Refer Facadeand Acoustic documentation.
Acoustic isolation lineindicated with heavydashed line
Steel reinforcement to existingtimber trusses. ReferStructural. Paint finish to steel,no finish to existing timber.
Fully isolated, twin-skin, steel framed acousticglass wall with glass diffusive panels internally.Integrated black out and brown out blindsbetween glass. Glazing to be operable forcleaning and maintenance. Glass to be lowiron for maximum transparency. Refer Facadeand Acoustic documentation.
MC01 mirror cladding toacoustic wall at high level.
Replace roof sheeting tomatch existing over ACOauditorium. Provide additionalbuildup under roof sheeting tomeet acoustic requirements.Refer Roof Type drawing andAcoustic documentation.
MC01 mirror cladding toacoustic wall at high level.
Hardwood timber floor TF03 onisolated acoustic floor. ReferAcoustic documentation.
'H' shaped custom steel edge to balustrade. Fullywelded. Grind all welds flush. Intumescent paintfinish to all steel to achieve 1 hour fire rating.Integrated light fitting in recess. Refer SpecialistLighting and Electrical documentation.
30mm diameter bronzeguardrail to protect base ofwall.
30mm diameter bronze postand rail balustrade with glassinfill to code.
APW07
APW08
ACO Auditorium
ACOCorridor 1
Walkway
Commercial 1
ACOCorridor 2
Steel beam. Intumescent paintfinish to achieve 1 hour firerating. Refer Structural.
Steel beam. Intumescent paintfinish to achieve 1 hour firerating. Refer Structural.
PerformanceStore
PerformanceStore
Ka MaDa Fa Ha
FOR INFORMATION
21/65 TONKIN ZUL A IKHA GREER ARCHITECTS FOR INFR ASTRUCTURE NSW | 15/01/2018 | WALSH BAY ARTS AND CULTURAL PRECINCT | SSDA | RESPONSE TO SUBMISSIONS - SSD 8671
DATE REV NOTES: DRAWING TITLE
REV
SCALES
PROJECT NO : 16005
DRAWING NO
DRAWN BY
CHECKED
TONKIN ZULAIKHA GREER ARCHITECTS
EMAIL [email protected]
117 Reservoir Street
P: (02) 9215 4900
ARCHITECTPROJECT :
F: (02) 9215 4901
PHASE
Create NSW
FOR TENDER
WEB www.tzg.com.au
DATE
MECHANICAL ENGINEERHYDRAULIC ENGINEERHERITAGE CONSULTANT
ELECTRICAL ENGINEER
STATUTORY PLANNER
PROGRAMME MANAGEMENT
STRUCTURAL/CIVIL/FACADES
ESD CONSULTANTCadence
Phone: 9557 8866:
Email: [email protected]
ARUP
Phone: 9320 9928
Email: [email protected]
ARUP
Phone: 9320 9952
Email: [email protected]
TTW
Phone: 9439 7288
Email: [email protected]
ARUP
Phone: 9320 9354
Email: [email protected]
Tropman & Tropman
Phone: 9251 3250
Email: [email protected]
MG Planning
Phone: 9719 3118
ARUP
Phone: 9320 9480
Email: [email protected]
ACCESS CONSULTANTAccessibility Solutions
Phone: 9695 1940
Email: [email protected]
ACOUSTIC ENGINEERARUP
Phone: 9320 9308
Email: [email protected]
BCA CONSULTANTBlackett Maguire & Associates
Phone: 9211 7777
Email: [email protected]
LANDSCAPE ARCHITECTMcGregor Coxall
Phone: 9977 3853
Email: [email protected]
Email: [email protected]
THEATRE PLANNER & AVArup
Phone: 9320 9218
Email: [email protected]
QUANTITY SURVEYORWT Partnership
Phone: 9929 7422
Email: [email protected]
KITCHEN CONSULTANTSangster Design Group
Phone: 9630 0148:
Email: [email protected]
TRAFFIC ENGINEERGTA
Phone: 8448 1810:
Email: [email protected]
SURVEYORLTS Lockley
Phone: 9365 7336
Email: [email protected]
INFRASTRUCTURE NSW
Phone: 8016 0157
Email: [email protected]
VERTICAL TRANSPORT ENGINEERARUP
Phone: 9320 9805
Email: [email protected]
WASTE CONSULTANTARUP
Phone: 9320 9272
Email: [email protected]
SPECIALIST LIGHTING ENGINEERARUP
Phone: 9320 9272
Email: [email protected]
CONSTRUCTION PROGRAMMINGCadence
Phone: 9557 8866
Email: [email protected]
MARINE ECOLOGISTJacobs
Phone: 9032 1077
Email: [email protected]
FIRE SERVICES ENGINEERARUP
Phone: 9320 9656
Email: [email protected]
SIGNAGE + WAYFINDINGUrban & Public
Phone: 9699 7182
Email: [email protected]
CLIENT:
A-352
ABN: 46002722349
WALSH BAY ARTS PRECINCT
Plot date:26/5/17 File: #File Path
PIER 2_3 - ATYP THEATRE CROSSSECTION GRIDS 35-37
PT
26/5/17
NOTES:Do not scale off drawings. Use figured
dimensions only. Report any discrepencies to
the architect. These designs, plans,
specifications and the copyright therein are the
property of Tonkin Zulaikha Greer Architects Pty
Ltd, and must not be reproduced or copied
wholly or in part without written permission of
Tonkin Zulaikha Greer Architects Pty Ltd.
JM/JH/GM/KL/SB
HCW/ABN/DT/BS
1:25@A0DELIVERY AGENCY:
A
LEGEND
STC50 internal tenancy works.Refer drawings by Others.
Not part of scope or sitearea
To be demolished
ExistingExclusive use area forSP73989. Not part of site.
Works to future detail and included inthe ACO Auditorium and RehearsalSpace Interiors Provisional Sum
FFL +13,400
FCL +13,055
FFL +10,755
Existing timber columns andbeams. Repair and paintfinish externally. No finishinternally.
Anodised aluminium framedwindow. Refer Facadedrawings.
Repair existing timber framedwindows and weatherboards.Paint finish externally. Nofinish internally.
Existing gutter.
Existing wharf apron.
Steel framed gantry andhandrails. PF. Refer Structural.
Repair existing timber framedwindows. Paint finishexternally. No finish internally.
Repair existing timber fascia.Paint finish.
Existing roof.
Existing roof sheeting. Repairas required to ensureweathertight.
Existing timber weatherboardcladding. Paint finishexternally. No finish internally.
Retain original rainwaterheads. Repair.
Repair, ease and adjustexisting cargo doors beyond toensure smooth operation. Paintfinish.
Fixed glass balustrade. Referdetails.
'H' shaped custom steel edgeto balustrade. Fully welded.Grind all welds flush.Intumescent paint finish to allsteel to achieve 1 hour firerating.Integrated light fitting in recess.Refer Specialist Lighting andElectrical documentation.
MC03 metal cladding toacoustic wall.
MC1 Mirror cladding to top ofacoustic wall.
Fire rated plasterboard ceiling.PF. Refer Floor/Ceiling Buildupdrawing for details.
Timber floorboards. Clearfinish.
TF. Timber floorboards. Clearfinish.
Repair original flooring asspecified.
Existing door protector.No finish.
Acoustic sliding door. Paintfinish.
Existing timber beam.PF.
Existing timber weatherboardcladding. Paint finish.
30mm diameter bronzeguardrail and bumprail to edgeof raised floor.
Existing roof sheeting. Repairas required to ensureweathertight.
For new steel framed roofstructure refer structural.
Plasterboard ceiling to complywith Acoustic and Section Jrequirements. PF. Scribearound existing roof purlins.Buildup to be minimised toexpose maximum amount ofpurlin for heritage reasons.
Existing gantry rail. Restore.Paint finish.
Existing external light fittings.Restore and relamp. ReferSpecialist Lighting andElectrical.
Existing timber columns andbeams. Paint finish.
Existing timber truss.No finish.
Conceal service runs in roof/ceiling cavity.
TFH. Acoustic floor withsacrificial hardboard top layer.Paint finish.
Timber batten cladding withacoustic absorptive back toacoustic engineers report.
Existing steel strongbacks.No finish.
Intumescent paint finish tosteel haunches to achieve 1hour fire rating. Typical.
Existing underside of timberfloor and beams. No finish.
Existing steel truss braces.Conserve. No finish.
Raised metal roof, 5 degreepitch. Profile to match existingwith traditional flashing andcapping details.
Acoustic ceiling buildup referRoof Type drawing.
Photovoltaic cells. Refer ESDdocumentation.
Dressed timber reveals todoor opening. Paint finish.
Tension wire grid. ReferTheatre documentation.
Existing timber columns andbeams. Paint finish.
Anodised aluminium framedwindows. Refer Facadedocumentation.
Repair, ease and adjustexisting cargo doors to ensuresmooth operation. Paint finish.
Retain existing timber doorprotectors. No finish.
Acoustic isolation line shownwith heavy dash.
Acoustic isolation line shownwith heavy dash.
Lighting bars. Refer Theatreand Electrical documentation.
Motorised, retractablecurtains. Refer Theatredocumentation.
Curved upholstered benchstyle seats, cantilever sidefixed to platform risers. ReferTheatre documentation.
Existing timber structure.No finish.
Repair, ease and adjustexisting cargo doors to ensuresmooth operation. Paint finish.
Retain existing timber doorprotectors. No finish.
Timber floorboards. Clearfinish.
Fixed glass balustrade. Referdetails. BG02
MC03 metal cladding toacoustic wall.
30mm bronze handrail to stair.
MC01 mirror cladding to top ofacoustic wall.
Steel truss strengthening.Paint finish. Refer Structural.
Coordinate service runs in floorcavity to minimise penetrationsthrough original floor. Fire rateall penetrations.
Steel seating platform supportstructure refer Structuraldocumentation.
Mechanical supply air grilles onrisers. Refer Mechanicaldocumentation.
Acoustic isolation line shownwith heavy dash.
Existing timber screen.No finish.
Timber framed windows andlouvres to match existing.Paint finish externally. Nofinish internally.
Plasterboard ceiling with100mm megasorber acousticinsulation.Buildup to comply withAcoustic and Section Jrequirements. Paint finish.
Raised floor to Control Room.Carpet finish.
50mm Megasorber acousticpanels to ceiling. ReferAcoustic documentation.
Metal step ladder to platformaboveOperable control roomacoustic window.
Catwalk balustradeto AS1657.
Resilient floor over steel plateplatform on neoprene fixed tosteel frame.
Balustrade.Refer to details.
30mm diameter bronzeguardrail to protect base ofwall.
SKM01. Recessed metalskirting with bronze trim tofinish base of MC03 cladding.Scribe base to existing floor.
Steel framed gantry andhandrails. PF. Refer Structural.
30mm diameter bronzeguardrail to protect base ofwall.
30mm diameter bronzeguardrail and bumprail to edgeof raised floor.
Motorised, retractable curtainsalong full length of Walkway.Refer Theatre documentation.
HRM04: 30mm tubular shaped handrail.Mitre joints. Shape exposed corners.Grind all welds flush.
APW01 Side Walls:Custom profile 50x100mmTimber BattensWestern QLD Spotted Gum,clear finish, fixed to50mm acoustic panel backing
APW02 Rear Wall: Custom profile50x100mm Timber BattensWestern QLD Spotted Gum,clear finish, fixed to100mm acoustic panel backing Underside of existing timber
trusses forms separation linebetween MC01 / MC03 wallcladdings.
MC03 metal cladding toacoustic wall.
Frameless glass doors.Refer to partition schedule.
All hydraulic services to bepainted out black.
TBC01.Timber batten ceiling type 01
Reflective bronze-tintedglass lifts with metal doors.Steel frame dashed behind.Refer to typical details,vertical transport andstructural documentation.
MC02 beyond. Joints torelate to surroundingbuilding fabric as part offuture details.
Fabricated folded steel stairwith timber treads and MC02cladding to exterior sides.Refer to stair details.
J.A1.11
MT01. Metal trim to top ofMC03 cladding.
MT01. Metal trim to top ofMC03 cladding.
Raised colonnade with stairs.TD01 on steel frame shownindicatively refer toSTRUCTURAL ENGINEERSdesign.
Timber slat detail to becoordinated with MECHANICALENGINEERS design.38x 200mm turpentinehardwood battens conceal fixedto steel frame with perforatedmetal sheet backing.
BM01Steel framed balustrade withstainless steel handrail totimber ramp. Comply AS1428.
DA1-077
MC02
DA1-075
DAG-124
DA1-082
PA2-123
PA1-121
PA1-122
PA3-124
DAG-122
MC02
Shared Foyer
SharedFoyer
ATYPTheatre
WC M
ControlRoom
Corridor
ATYPCorridor
Walkway
Plenum
Colonnade
Wing
Fixed stainless steel bollardsat egress doors.
Stair A-07
Hydraulic services zoneHydraulic services zone
Lift 2A Lift 2B
NOTE: Low clearances under trusses for Lighting Gridtension wire grid system and catwalks. Provide
appropriate and discreet safety signage and treatment tounderside of trusses.
Suspend MoveableHeritage Item
Hydraulic Ram.Provide structurally certified
stainless steel supports.
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