1 d) Structure

4
18/65 TONKIN ZULAIKHA GREER ARCHITECTS FOR INFRASTRUCTURE NSW | 15/01/2018 | WALSH BAY ARTS AND CULTURAL PRECINCT | SSDA | RESPONSE TO SUBMISSIONS - SSD 8671 1 d) Structure Heritage Council 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 significant fabric and spaces. Further design details must be provided to the Heritage Council for assessment prior to approval of this project. Response While 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 significant fabric and spaces. Where strengthening is required, new steel beams are typically paired about the original structure, with the new structure clearly identifiable. 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 floor 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 lifetime. 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 lift shafts, new steel and timber framed mezzanines floors, 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, lifts and mezzanine floors throughout, raised roof profile 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. Different 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 utilised by strengthening with steel plates and members in a manner acknowledging their heritage, rather than removing and replacing with new. For the proposed performance and theatre type building use and increased number of occupants, a number of acoustic and fire 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 fire protection, intumescent paint is specified 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 will be adopted based on the most minimalist impact on the existing structure and heritage fabric. Existing structure will be sensitively re- used where possible, and all new structure will be detailed to compliment and express the existing. Figure 22: ATYP Theatre perspective. Source: David Duloy 2017 Figure 23: ACO Performance Space perspective. Source: David Duloy 2017

Transcript of 1 d) Structure

Page 1: 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

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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

Page 3: 1 d) Structure

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

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Page 4: 1 d) Structure

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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