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THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
C1 MLS JS 01/02/19CONSTRUCTIONC2 MLS JS 07/02/19CONSTRUCTION
DRAWNDATE
JOB NO. DRAWING NO. AMDT.
EE
WALL BRACKETS
CONSTRUCTION NOTESMLS07/02/19
EE17 173 S0.1 C2
CHECKED
STEELWORK PAINT SPECIFICATION
ALL BRACKET STEELWORK TO BE PAINTED WITH DULUX ZINCANODE PRIMER, DUREMAX GPE, AND ACRATHANE IF IN ACCORDANCE WITH AS/NZS2312.
CHEMICAL: HILTI HIT-HY 200EMBEDMENT DEPTH: 125mm
CHEMICAL ANCHOR NOTES
ALL T/F BOLTS TIGHTENED WITH LOAD INDICATING WASHERS TO AS 4100 AND AS 1252.
BOLT TORQUE NOTES
CONSTRUCTION NOTESLENDLEASE WALL BRACKETS
PERSPECTIVE VIEW
GENERALG1. DIMENSIONS ON STRUCTURAL DRAWINGS ARE APPROXIMATE FOR THE PURPOSE OF DESIGN. ALL FINALDIMENSIONS ARE TO BE TAKEN FROM ARCHITECTS DRAWINGS. G2. READ THESE NOTES IN CONJUNCTION WITH ARCHITECTURAL AND OTHER ENGINEERING DRAWINGS ANDSPECIFICATIONS, AND WITH SUCH OTHER WRITTEN INSTRUCTIONS ISSUED. REFER TO ARCHITECTURALDRAWINGS FOR SETTING OUT AND DETAIL DIMENSIONS. IN CASE OF DISCREPANCY, PRECEDENCE ISGIVEN TO DRAWINGS, THEN NOTES, THEN SPECIFICATION.G3. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE STATUTORY REGULATIONS,BY-LAWS OR RULES CONTRACTOR IS RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY OF SITEPERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH LEGISLATIVE REQUIREMENTS, INDUSTRIALAGREEMENTS AND ACCEPTED INDUSTRY PRACTICE.G4. REFER DISCREPANCIES TO SUPERINTENDENT BEFORE PROCEEDING WITH WORK.G5. SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS OR MATERIALS etc FOR APPROVAL BEFOREPROCEEDING. APPROVAL DOES NOT AUTHORISE A VARIATION TO THE CONTRACT.G6. CHECK STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL, MECHANICAL, ELECTRICAL SERVICES AND OTHER DRAWINGS FOR REQUIREMENTS FOR PENETRATIONS, CONDUITS, DUCTS, PIPES, etc.G7. NOMINATION OF PROPRIETARY ITEMS DOES NOT INDICATE EXCLUSIVE PREFERENCE, BUT INDICATESREQUIRED PROPERTIES OF ITEM. SIMILAR ALTERNATIVES HAVING REQUIRED PROPERTIES MAY BEOFFERED FOR APPROVAL. APPROVAL DOES NOT AUTHORISE A VARIATION TO THE CONTRACT. INSTALLPROPRIETARY ITEMS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.G8. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIES BEFORE COMMENCING WORK ON SITE.G9. NOTIFY RELEVANT SERVICE AUTHORITIES BEFORE COMMENCING WORK ON SITE.G10. GIVE TWO WORKING DAYS' (48 HOURS) NOTICE SO THAT INSPECTION MAY BE MADE OF CRITICAL STAGES OF WORK.G11. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT/OTHERS DOES NOT RELIEVE CONTRACTOR OFRESPONSIBILITY FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS.G12. DO NOT OBTAIN DIMENSIONS BY SCALING FROM ANY DRAWINGS.G13. DIMENSIONS ARE IN MILLIMETERS, LEVELS ARE IN METERS UNO, CHANGES ARE IN METERS UNO.G14. DATUM FOR LEVELS IS AHD (AUSTRALIAN HEIGHT DATUM). CO-ORDINATES ARE TO AMG (AUSTRALIANMAP GRID).G15. ANY SURVEY AND SETTING OUT UNDERTAKEN BY A REGISTERED SURVEYOR.G16. VERIFY ON SITE SETTING OUT DIMENSIONS AND EXISTING MEMBER SIZES SHOWN ON DRAWINGS BEFORE SHOP DRAWINGS, CONSTRUCTION AND FABRICATION IS COMMENCED.G17. SUPERINTENDENT'S REVIEW OF SHOP DRAWINGS IS OF GENERAL CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS ONLY. CONTRACTOR IS RESPONSIBLE FORCONFIRMING AND CORRELATING QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCEDURES ANDCONSTRUCTION TECHNIQUES, AND PERFORMING WORK IN A SAFE MANNER. CORRECTIONS OR COMMENTSMADE ON SHOP DRAWINGS DO NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR COMPLIANCE WITHREQUIREMENTS OF CONTRACT DRAWINGS AND SPECIFICATION.G18. WORKMANSHIP AND MATERIALS TO COMPLY WITH REQUIREMENTS OF SAA CODES, BUILDING CODE OFAUSTRALIA AND BY-LAWS AND ORDINANCES OF RELEVANT BUILDING AUTHORITIES. ALL CODES REFERREDTO ARE THOSE CURRENT (AS AMENDED) AT COMMENCEMENT OF CONTRACT.G19. STRUCTURE MUST BE MAINTAINED IN A STABLE CONDITION DURING CONSTRUCTION AND PROVIDETEMPORARY BRACING AND/OR SUPPORT AS REQUIRED. PROVIDE SPREADERS AT LOADS AND/ORLIFTING POINTS WHERE REQUIRED. ENSURE NO PART IS OVERSTRESSED. DO NOT PLACE OR STOREBUILDING MATERIALS ON STRUCTURAL MEMBERS WITHOUT SUPERINTENDENT'S APPROVAL. PROVIDECALCULATIONS TO PROVE ADEQUACY OF STRUCTURE FOR PROPOSED CONSTRUCTION METHODS ANDLOADS.G20. THESE DRAWINGS DO NOT DETAIL TEMPORARY WORKS. CONSTRUCTION METHODS AND TEMPORARYWORKS ARE RESPONSIBILITY OF THE CONTRACTOR.G21. DISPOSE OF ANY SURPLUS MATERIAL OFF SITE.G22. OBTAIN REQUIREMENTS FOR ADJOINING ELEMENTS TO BE FIXED TO OR SUPPORTED ON WORK ANDPROVIDE FOR REQUIRED FIXINGS. DRAWINGS DO NOT SHOW DETAILS OF ALL FIXTURES, INSERTS,SLEEVES, RECESSES OR OPENINGS etc REQUIRED. PROVIDE FOR TEMPORARY SUPPORT OF ADJOININGELEMENTS DURING CONSTRUCTION.G23. MAKE GOOD ANY DAMAGE TO EXISTING ELEMENTS AT COMPLETION OF WORKS.G24. WHERE NEW WORK ABUTS EXISTING, PROVIDE SMOOTH TRANSITION FREE OF ABRUPT CHANGES.G25. TESTING MUST BE PERFORMED BY AN INDEPENDENT NATA (NATIONAL ASSOCIATION OF TESTINGAUTHORITIES) ACCREDITED AUTHORITY, AND PROVIDE TEST REPORTS TO SUPERINTENDENT.G26. SEPARATE METALS FROM INCOMPATIBLE MATERIALS (eg GALVANIZED AND UN-GALVANIZED STEEL,TREATED TIMBER AND STEEL etc) BY CONCEALED LAYERS OF SUITABLE INERT MATERIALS OF SUITABLETHICKNESS. USE PLASTIC SLEEVES AND WASHERS FOR BOLTS, etc.G27. ANY SLOTS PARALLEL TO THE FACADE LINE MUST BE MADE ON ONE SIDE OF FIN HEAD CLEATS TOALLOW THE BRACKETS TO CLAMP THE GLASS AND THEN ALLOW THE VERTICAL BOLTS TO BE TIGHTENEDTO SQUEEZE THE BRACKETS HARD AGAINST THE HEAD PACKERS.G28. RUBBER OR CARDBOARD CLAMPING PADS ARE TO BE USED WITH ALL GLASS FIN HEAD CLEATS.G29. UNDER NO CIRCUMSTANCES CAN RESIN ANCHORS BE REPLACED WITH DYNA BOLTS OR OTHERMECHANICAL ANCHORS.G30. PATCH FITTINGS SHOWN INDICATIVELY. STYLE TO BE CONFIRMED BY ARCHITECT.
STEEL WORKS1. ENSURE MATERIALS, FABRICATION AND ERECTION ARE IN ACCORDANCE WITH AS4100, THESAA STANDARDS CITED IN AS4100 AND THE SPECIFICATION.S2. SUBMIT THREE COPIES OF ALL WORKSHOP DRAWINGS TO THE ARCHITECT AND THE ENGINEER TO OBTAIN THEIR WRITTEN APPROVAL PRIOR TO FABRICATION.S3. PROVIDE ALL WELDS AS 6MM CONTINUOUS FILLET FROM E41XX ELECTRODES, ALL BOLTS AS
S4. FOR BOLTS, THE FOLLOWING NOTATION IS USED:M20 4.6/S AND ALL CLEATS AND GUSSETS AS 10MM PLATE U.N.O.
4-M16 4.6/S DENOTES 4 X M16 COMMERCIAL GRADE BOLTS SNUG TIGHT. 6-M20 8.8/TF DENOTES 6 X M20 HIGH STRENGTH STRUCTURAL BOLTS FULLY TENSIONED IN A NO SLIP JOINT. 8-M24 8.8/TB DENOTES 8 X M24 HIGH STRENGTH STRUCTURAL BOLTS FULLY TENSIONED IN A BEARING JOINT.S5. LEAVE MATING SURFACES OF TF CONNECTIONS UNPAINTED AND FREE OF MILL SCALE
S6. TIGHTEN BOLTS IN TF AND TB CONNECTIONS USING THE PART TURN METHOD OR LOADINDICATING WASHERS. DO NOT USE CALIBRATED TORQUE WRENCHES. USE A HARDENEDWASHER UNDER THE BOLT HEAD OR NUT, WHICHEVER IS ROTATED. THE RE-USE OF FULLY TENSIONED BOLTS IS PROHIBITED.
AND RUST.
S7. PROVIDE ALL CLEATS AND DRILL ALL HOLES NECESSARY FOR FIXING STEEL TO STEELOR TIMBER.S8. FABRICATE STEEL BEAMS AND TRUSSES SPANNING GREATER THAN 5M WITH AN UPWARDPRE CAMBER OF 1/500 SPAN U.N.O.S9. PREPARE STRUCTURAL STEELWORK TO CLASS 2 AND PAINT WITH ZINC PHOSPHATE PRIMERTO A THICKNESS OF 70 MICROMETRES U.N.O.S10. HOT DIP GALVANISE ALL EXPOSED EXTERNAL STEELWORK AND ALL STEELWORK BUILTINTO AN EXTERNAL MASONRY SKIN, IN ACCORDANCE WITH GRADE HDG600 TO AS/NZS2312.WITHIN 100M FROM THE NON-SURF COAST OR 1 KM FROM THE SURF COAST, HOT DIP GALVANISEABOVE IN ACCORDANCE WITH GRADE HDG900 TO AS/NZS2312. S11. PROVIDE FIRE PROTECTION TO ALL STEELWORK AS REQUIRED.S12. ENSURE ALL COLD FORMED SECTIONS CONFORM TO AS1538 AND ARE ROLL-FORMED FROMSTEEL STRIP, MINIMUM YIELD STRESS 450 MPA, 300G/M MINIMUM ZINC COATING MASS U.N.O.S13. ALL WELDS TO BE MIG FILLET WELDS. MINIMUM FILLET SIZE TO BE 6mm U.N.O.
REINFORCED CONCRETEC1. PROVIDE ALL WORKMANSHIP AND MATERIALS IN ACCORDANCE WITH AS3600, THE SAA STANDARDS CITEDIN AS3600, THE DRAWINGS AND THE SPECIFICATION.C2. PROVIDE CONCRETE COMPOSITION AND MINIMUM CLEAR CONCRETE COVER TO ENGINEERS DETAILC3. SUPPORT ALL REINFORCEMENT AT 1m MAXIMUM CENTRES BOTH WAYS ON MILD STEEL PLASTIC TIPPEDCHAIRS OR CONCRETE CHAIRS. USE ONLY PLASTIC CHAIRS FOR EXTERNALLY EXPOSED SOFFITS.C4. PROVIDE ALL CONCRETE WITH 80mm MAXIMUM SLUMP, 20mm MAXIMUM AGGREGATE WITH NO ADMIXTURES,UNLESS APPROVED BY THE ENGINEER.C5. SIZES OF CONCRETE ARE NET, EXLUSIVE OF APPLIED FINISHES. BEAM DEPTHS ARE WRITTEN FIRST ANDINCLUDE SLAB THICKNESS.C6. PROPERLY FORM CONSTRUCTION JOINTS AND USE ONLY WHERE SHOWN OR APPROVED BY THE ENGINEER.C7. MAKE NO HOLES OR CHASES IN CONCRETE MEMBERS WITHOUT THE APPROVAL OF THE ENGINEER.C8. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND IS NOT NECESSARILY SHOWN IN TRUEPROJECTION.C9. WELD OR SPLICE REINFORCEMENT ONLY IN POSITIONS APPROVED BY THE ENGINEER.C10. PROVIDE THE MINIMUM CLEAR SPACING BETWEEN CONDUITS, CABLES, PIPES, AND BARS AS REQUIRED BYAS3600 BUT NOT LESS THAN THREE BAR DIAMETERS. DO NOT PLACE CONDUITS IN SLABS ABOVE TOPREINFORCEMENT OR BELOW BOTTOM REINFORCEMENT.C11. NOTIFY THE ENGINEER A MINIMUM OF 24 HOURS BEFORE REINFOCEMENT HAS BEEN COMPLETED. ALLOW TWO HOURS AFTER THE COMPLETION OF THE REINFORCEMENT FOR THE ENGINEERS INSPECTION. DO NOTORDER CONCRETE UNTIL REINFORCEMENT HAS BEEN APPROVED BY THE ENGINEER.C12. CURE CONCRETE IN ACCORDANCE WITH AS3600. COMMENCE CURING WITHIN TWO HOURS IF FINISHINGOPERATIONS AND CONTINUE FOR A MINIUMUM OF SEVEN DAYS BY USING AN APPROVED PROPRIETRYCOMPOUND OR BY KEEPING CONTINUOUSLY WET.C13. TIE ALL UNSUPPORTED BARS IN TRANSVERSION DIRECTION.C14. LAP FABRIC IN ACCORDANCE WITH ENGINEERS DETAILS.C15. PROVIDE HOOKS, LAPS, AND BENDS IN ACCORDANCE WITH AS3600 U.N.O.PROVIDE CHAMFERS, DRIP GROOVES ETC. IN ACCORDANCE WITH THE ARCHITECTS DETAILS.C16. DESIGN, CONSTRUCTION, AND STRIP FORMWORK IN ACCORDANCE WITH AS3610 & AS3600.C17. PRE CAMBER FORMWORK UPWARDS BY 1/500 OF THE CLEAR SPAN U.N.O. WHERE SUPPORTED BEAMSAND SLABS SPAN GREATER THAN 5.0m.
DRAWING LIST
S0.0 CONSTRUCTION NOTESS0.1 GENERAL ARRANGMENT OF WALL PLATESS0.2 GENERAL ARRANGEMENT NEON ARMATURE S0.3 GENERAL POWER REQUIREMENTSS0.4 GENERAL ARRANGEMENT CONTROL LINES NORTH OF LANES0.5 GENERAL ARRANGEMENT CONTROL LINES SOUTH OF LANES1.1 WALL BRACKET SPW1 S1.2 SPW1 DETAILS S1.3 WALL BRACKET SPE1 S1.4 SPE1 DETAILS S1.5 SPC1 UPPER AND LOWER BRACKETS S1.6 PNC1 BRACKET S1.7 WALL BRACKET PNW2 S1.8 PNW2 DETAILS S1.9 THREADED INSERTS S1.10 ROBOT ANALYSISS1.11 CATENARY REACTIONS
CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECTLITTLE HAY STREETPUBLIC ARTWORK
TITLEGENERAL ARRANGEMENT
REV. BY APP. DATEISSUE / AMENDMENT
C1 MLS JS 01/02/19CONSTRUCTION
DRAWNMLS
DATE07/02/19
SCALE AT A1NTS
JOB NO. DRAWING NO.EE17 173 S0.2
AMDT.C2
CHECKED CONSTRUCTION
3
5
1
2 4
6
7
8
1. SPE1 - SEE DRAWING S1.3 FOR DETAIL
2. PNW2 - SEE DRAWING S1.7 FOR DETAIL
3. SPC1 UPPER - SEE DRAWING S1.5 FOR DETAIL
4. SPW1 - SEE DRAWING S1.1 FOR DETAIL
5. PNC1 UPPER - SEE DRAWING S1.6 FOR DETAIL
6. PNC1 LOWER - SEE DRAWING S1.6 FOR DETAIL 7. SPC1 LOWER - SEE DRAWING S1.5 FOR DETAIL
8. C1 ARMATURE AND RIGGING - SEE DRAWING S0.2
WALL PLATE SCHEDULE
PERSPECTIVE - LITTLE HAY STREETSCALE AT A1 - NTS S0.1
1
CONCEPT RENDERSCALE AT A1 - NTS S0.1
2
CLIENT
C2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECTLITTLE HAY STREETPUBLIC ARTWORK
TITLEGENERAL POWER REQUIREMENTS
REV. BY APP. DATEISSUE / AMENDMENT
DRAWNJF
DATE07/02/19
SCALE AT A3AS SHOWN
JOB NO. DRAWING NO.EE17 173 S0.3
AMDT.C2
CHECKED CONSTRUCTIONCLIENTC1 MLS JS 01/02/19CONSTRUCTION
E2
W2
W1
E3
E4
E5
E6
E1
UP
UPUP
UP
UP
N15
N16
9
N14
N18
N17
AISLE
STREET AWNING
01
STREET AWNING
1:8
1:5
RAMP BELOW(FROM MEZZ TO L01)
RAMP FROML NE2 01 TO L02
RWO
RWO
D E
NJNINHNGNFNENDNCNBNA
C
12
13
11
A
10
B
H
G
F
E
D
CC.1 CENTRAL CLUSTER 4950 20.61
ARTWORK POWER REQUIREMENTSMARK TYPE WATTS (W) AMPS (A)WW.1 WALL WORK 450WW.2 WALL WORK 360WW.3 WALL WORK 300
1.871.501.25
TRANSFORMER SPECIFICATIONMARK TYPE VOLTAGE (V) AMPS (A)T1 SIET TRANFORMER
COMMENTMOUNTED ON BRICKWORK.15,000 1.87
T2 SIET TRANFORMER SUSPENDED WITH ARTWORK. LOWER VOLTAGE (<15,000 V)TRANSFORMERS MAY ALSO BEUSED (18 MAX TOTAL).
15,000 1.87
WATTS (W)450450
CC.1
WW.2
WW.3T1
T1T1
T2x 18
WW.1
BRENDAN VAN HEK - LITTLE HAY STREET - POWER REQUIREMENTS
PLAN - POWER REQUIREMENTSSCALE AT A1: N/A S0.3
1
C2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
LITTLE HAY STREETPUBLIC ARTWORK
GENERAL ARRANGEMENT CONTROL LINES NORTH EASTPLOT
MLS07/02/19NTS
EE17 173 S0.4 C2
CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION
NTS1
S0.4NORTH EAST PLOT
LEVEL 06
FFL 24.260
GROUND FLOOR
FFL 3.600
GROUND FLOOR
FFL 3.600
LEVEL 01
FFL 7.800
LEVEL 02
FFL 10.900
LEVEL 03
FFL 14.000
LEVEL 04
FFL 17.100
LEVEL 05
FFL 20.200
LEVEL 07
FFL 27.360
LEVEL 08
FFL 30.460
Street Level FFL 2.600 m
LEVEL 02 NE2
FFL 12.600
LEVEL 03 NE2
FFL 15.700
LEVEL 04 NE2
FFL 18.800
LEVEL 05 NE2
FFL 21.900
LEVEL 06 NE2
FFL 26.470
LEVEL 07 NE2
FFL 29.570
LEVEL 01 NE2
FFL 9.500
MEZZANINE
FFL 6.550
LEVEL 06 PODIUM
FFL 25.000
BK1
BK1
BK2
BK2
BK2 BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
2KB2KB
BK2
BK2
BK2
BK2
BK2BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
2KB2KB
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
CONTINUOUS METALCHANNEL SECTION CLOSESGAP
CONTINOUSBRICK
VENEER TOBUILDING
BREAK 'BK3'
CONTINOUSBRICK VENEER TOBUILDING BREAK'BK3'
10613013
10613013
10613013
10613013
10613013
30613013
30613013
30613013
30613013
30613013
406013022
216013012
216013012
BK1BK1BK1
BK2
BK2?
BK2
BK1BK1BK1
2KB2KB
2KB2KB
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2 BK2
BK2
BK2
BK2
BK2
152400 15 3789 15 1538 10 1796 4569 10 1538 15 4790 15 590
EJ EJ EJ EJ EJ EJ EJ
790 15 5905 15 1670 15 1300 1735 790 15 2660 15
PRECAST PANELS
EJ EJ EJ EJ EJ
BK2
BK1
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK1
BK1
BK1
BK1
BK1BK1
BK1
BK1
BK1
BK1
BK1
BK1
BK1
BK5 BK5
5KB5KB BK5
5KB5KB5KB BK5 BK5 BK5 BK5 BK55KB5KB5KB5KB5KB BK5 BK5 BK5BK5
BK5 BK5
BK5 BK2
5KB5KB5KB5KB5KB
BK2
BK1 1KB1KB
BK1BK1BK1
1KB1KB1KB
1KB1KB1KB
1KB1KB1KB
BK2
2KB2KB
BK2BK2
BK1
BK1BK1
BK1BK1
BK1
BK2BK2
BK2
BK2 BK2
BK2 BK2BK2
BK2
BK2
2KB2KB
BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK1
BK1
BK1
BK2
BK1
BK2BK2BK2
BK1
BK2
BK1
BK2
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2
BK2 BK2
BK2
BK1
BK2
BK1
BK2
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2BK2BK2
BK2
BK2BK2
BK2BK2
BK2BK2BK2
BK2BK2
BK2
BK2
BK2
BK2BK2
BK2
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK1
BK2
BK2
BK2
BK5
BK2BK2
BK1
BK2
BK1
BK2
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK1
BK1
BK1
BK1
BK1
BK2BK2BK2
BK2 BK2
BK2
BK2
BK2
BK2
BK2
BK1
BK2
BK1
BK2
BK2
BK2BK2
BK2 BK2
BK2BK2
BK2BK2BK2
T.O. STB RL 19.61
T.O. STB RL 22.71
T.O. STB RL 16.51
T.O. STB RL 13.41
T.O. STB RL 10.31
B.O. STB RL 9.72
B.O. STB RL 12.82
B.O. STB RL 15.92
B.O. STB RL 19.02
B.O. STB RL 22.12
B.O. STB RL 25.22
T.O. STB RL 14.81
T.O. STB RL 17.91
T.O. STB RL 21.01
B.O. STB RL 11.12
B.O. STB RL 14.22
B.O. STB RL 17.32
B.O. STB RL 20.42
B.O. STB RL 24.48
B.O. STB RL 27.58
B.O. STB RL 30.68
B.O. SLB RL 6.87
SF22 SF23
SF23SF22SF24
SF24SF21
SF21
SF17 SF19
SF19SF17
SF17
SF17
SF17
SF17
SF17
SF18
SF19
SF19
SF18
SF18
SF18
SF19
SF18
SF19
SF19
SF12
SF12
SF12
SF12
SF12
SF02
SF02
SF02
SF02
SF02
SF01
SF01
SF01
SF01
SF01
SF03
SF03
SF03
SF03
SF03
BK5
BK2
BK2
BK2
SF16
SF16
SF16
SF16
SF16
SF16
SF16
BK1
BK1
BK1
BK2
BK1
BK2
BK2
BK2
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK5BK5BK5
BK5BK5BK5
BK2
BK5
BK5
BK5
BK5
BK5BK5
SF04
SF04
SF04
SF04
SF04SF07
SF07
SF07
SF07
SF07SF01
SF01
SF01
SF01
SF01
BK5BK4BK4BK4BK4BK4
AWNINGS NOT SHOWN FORCLARITY PURPOSES
T.O.S.A. 10.576
T.O.S.A. 13.676
T.O.S.A. 16.776
T.O.S.A. 19.876
T.O.S.A. 22.976
T.O.S.A. 23.936
T.O.S.A. 27.036
T.O.S.A. 30.136
T.O.S.A. 9.181
T.O.S.A. 12.276
T.O.S.A. 15.376
T.O.S.A. 18.476
T.O.S.A. 21.576
T.O.S.A. 23.936
T.O.S.A. 7.832
T.O.S.A. 6.859
T.O.S.A. 8.006
BK2 BK2
SPC1 SPC1
DETAILS OF SPC1 ARE LOCATED ON DRAWING S1.5
SPE1
SPW1
DETAILS OF SPW1 ARE LOCATED ONDRAWINGS S1.1 AND S1.2
KEY PLAN
THREADED INSERTS
SPC1 SPC1
DETAILS OF SPE1 ARE LOCATED ONDRAWINGS S1.3 AND S1.4
THREADED INSERTS
C2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATE
JOB NO. DRAWING NO. AMDT.
JS
WALL BRACKETS
GENERAL ARRANGEMENT CONTROL LINES NORTH OF LANEMLS14/01/2019
EE17 173 S0.3 FS3
CHECKED
LEVEL 06
FFL 24.260
GROUND FLOOR
FFL 3.600
GROUND FLOOR
FFL 3.600
LEVEL 01
FFL 7.800
LEVEL 02
FFL 10.900
LEVEL 03
FFL 14.000
LEVEL 04
FFL 17.100
LEVEL 05
FFL 20.200
LEVEL 07
FFL 27.360
LEVEL 08
FFL 30.460
Street Level FFL 2.600 m
LEVEL 02 NE2
FFL 12.600
LEVEL 03 NE2
FFL 15.700
LEVEL 04 NE2
FFL 18.800
LEVEL 05 NE2
FFL 21.900
LEVEL 06 NE2
FFL 26.470
LEVEL 07 NE2
FFL 29.570
LEVEL 01 NE2
FFL 9.500
MEZZANINE
FFL 6.550
LEVEL 06 PODIUM
FFL 25.000
BK1
BK1
BK2
BK2
BK2 BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
2KB2KB
BK2
BK2
BK2
BK2
BK2BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
2KB2KB
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
CONTINUOUS METALCHANNEL SECTION CLOSESGAP
CONTINOUSBRICK
VENEER TOBUILDING
BREAK 'BK3'
CONTINOUSBRICK VENEER TOBUILDING BREAK'BK3'
10613013
10613013
10613013
10613013
10613013
30613013
30613013
30613013
30613013
30613013
406013022
216013012
216013012
BK1BK1BK1
BK2
BK2?
BK2
BK1BK1BK1
2KB2KB
2KB2KB
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2
BK2 BK2
BK2
BK2
BK2
BK2
152400 15 3789 15 1538 10 1796 4569 10 1538 15 4790 15 590
EJ EJ EJ EJ EJ EJ EJ
790 15 5905 15 1670 15 1300 1735 790 15 2660 15
PRECAST PANELS
EJ EJ EJ EJ EJ
BK2
BK1
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK1
BK1
BK1
BK1
BK1BK1
BK1
BK1
BK1
BK1
BK1
BK1
BK1
BK5 BK5
5KB5KB BK5
5KB5KB5KB BK5 BK5 BK5 BK5 BK55KB5KB5KB5KB5KB BK5 BK5 BK5BK5
BK5 BK5
BK5 BK2
5KB5KB5KB5KB5KB
BK2
BK1 1KB1KB
BK1BK1BK1
1KB1KB1KB
1KB1KB1KB
1KB1KB1KB
BK2
2KB2KB
BK2BK2
BK1
BK1BK1
BK1BK1
BK1
BK2BK2
BK2
BK2 BK2
BK2 BK2BK2
BK2
BK2
2KB2KB
BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK1
BK1
BK1
BK2
BK1
BK2BK2BK2
BK1
BK2
BK1
BK2
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2
BK2 BK2
BK2
BK1
BK2
BK1
BK2
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK2BK2BK2
BK2
BK2BK2
BK2BK2
BK2BK2BK2
BK2BK2
BK2
BK2
BK2
BK2BK2
BK2
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK1
BK1
BK2
BK2
BK2
BK5
BK2BK2
BK1
BK2
BK1
BK2
BK2BK2
BK1
BK2BK2
BK1
BK2BK2
BK1
BK1
BK1
BK1
BK1
BK1
BK2BK2BK2
BK2 BK2
BK2
BK2
BK2
BK2
BK2
BK1
BK2
BK1
BK2
BK2
BK2BK2
BK2 BK2
BK2BK2
BK2BK2BK2
T.O. STB RL 19.61
T.O. STB RL 22.71
T.O. STB RL 16.51
T.O. STB RL 13.41
T.O. STB RL 10.31
B.O. STB RL 9.72
B.O. STB RL 12.82
B.O. STB RL 15.92
B.O. STB RL 19.02
B.O. STB RL 22.12
B.O. STB RL 25.22
T.O. STB RL 14.81
T.O. STB RL 17.91
T.O. STB RL 21.01
B.O. STB RL 11.12
B.O. STB RL 14.22
B.O. STB RL 17.32
B.O. STB RL 20.42
B.O. STB RL 24.48
B.O. STB RL 27.58
B.O. STB RL 30.68
B.O. SLB RL 6.87
SF22 SF23
SF23SF22SF24
SF24SF21
SF21
SF17 SF19
SF19SF17
SF17
SF17
SF17
SF17
SF17
SF18
SF19
SF19
SF18
SF18
SF18
SF19
SF18
SF19
SF19
SF12
SF12
SF12
SF12
SF12
SF02
SF02
SF02
SF02
SF02
SF01
SF01
SF01
SF01
SF01
SF03
SF03
SF03
SF03
SF03
BK5
BK2
BK2
BK2
SF16
SF16
SF16
SF16
SF16
SF16
SF16
BK1
BK1
BK1
BK2
BK1
BK2
BK2
BK2
BK2
BK1
BK2
BK1
BK2
BK1
BK2
BK5BK5BK5
BK5BK5BK5
BK2
BK5
BK5
BK5
BK5
BK5BK5
SF04
SF04
SF04
SF04
SF04SF07
SF07
SF07
SF07
SF07SF01
SF01
SF01
SF01
SF01
BK5BK4BK4BK4BK4BK4
AWNINGS NOT SHOWN FORCLARITY PURPOSES
T.O.S.A. 10.576
T.O.S.A. 13.676
T.O.S.A. 16.776
T.O.S.A. 19.876
T.O.S.A. 22.976
T.O.S.A. 23.936
T.O.S.A. 27.036
T.O.S.A. 30.136
T.O.S.A. 9.181
T.O.S.A. 12.276
T.O.S.A. 15.376
T.O.S.A. 18.476
T.O.S.A. 21.576
T.O.S.A. 23.936
T.O.S.A. 7.832
T.O.S.A. 6.859
T.O.S.A. 8.006
BK2 BK2
NTS1
S0.1PODIUIM SOUTH ELEVATION - LITTLE HAY STREET
SPC1 SPC1
DETAILS OF SPC1 ARE LOCATED ON DRAWING S1.5
SPE1
SPW1
DETAILS OF SPW1 ARE LOCATED ONDRAWINGS S1.1 AND S1.2
KEY PLAN
SPC1
SPC1
SPC1 SPC1
DETAILS OF SPE1 ARE LOCATED ONDRAWINGS S1.3 AND S1.4
FS1 MLS JS 26/11/2018FINAL SUBMISSION FS2 MLS JS 17/12/2018FINAL SUBMISSION FS3 MLS JS 14/01/2019FINAL SUBMISSION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
GENERAL ARRANGEMENT CONTROL LINES SOUTH EAST PLOT
MLS07/02/19NTS
EE17 173 S0.5 C2
CHECKEDLITTLE HAY STREETPUBLIC ARTWORK
C1 MLS JS 01/02/19CONSTRUCTION
NTS1
S0.5SOUTH EAST PLOT
CONSTRUCTION
NFN4
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
3205 4295
GROUNDSSL 3.600
LEVEL 02
SSL 7.775
LEVEL 03
SSL 10.875
LEVEL 04
SSL 13.975
LEVEL 05
SSL 17.075
LEVEL 06
SSL 20.375
LEVEL 07SSL 23.675
NGNHNINJ
H109aWT
H215aWT
H215iRWT
H109iWT
H215RWT
H215RWT
H109WT
H109WT
H150WT
H215RWT
S253b-LDT
S253c-LDT
S253b-LDT
S253b-LDT
S253b-LDT
4175
3100
3100
3100
3300
3300
306602010
306602011
306602015
306602016
306602024
306602025
N5N6
SC-05213
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02 CD-02 CD-02 CD-02 CD-02
CD-02
6880 4790 3310 4270 3530
200BH-03
200BH-03
200BH-03
200BH-03
200BH-03
FOR
CONT
INUA
TION
REFE
RTO
DWG
NUMB
ER/
126
6020
01
BG-950BH-02
?
TRUE ELEVATION
TRUE ELEVATION
1
KEY PLAN
PNW2
PNC1
PNC1
DETAILS OF THREADED INSERTS ARE LOCATED ON DRAWING S1.9
THREADED INSERTS THREADED INSERTS
PNC1 PNC1
DETAILS OF PNC1 ARE LOCATED ON DRAWING S1.6
DETAILS OF PNW2 ARE LOCATED ONDRAWINGS S1.7 AND S1.8
C2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATE
JOB NO. DRAWING NO. AMDT.
JS
WALL BRACKETS
GENERAL ARRANGEMENT CONTROL LINES SOUTH OF LANEMLS14/01/2019
EE17 173 S0.4 FS3
CHECKED
GROUNDSSL 3.600
LEVEL 02
SSL 7.775
LEVEL 03
SSL 10.875
LEVEL 04
SSL 13.975
LEVEL 05
SSL 17.075
LEVEL 06
SSL 20.375
LEVEL 07SSL 23.675
NFNGNHNINJ
H109aWT
H215aWT
H215iRWT
H109iWT
H215RWT
H215RWT
H109WT
H109WT
H150WT
H215RWT
S253b-LDT
S253c-LDT
S253b-LDT
S253b-LDT
S253b-LDT
4175
3100
3100
3100
3300
3300
306602010
306602011
306602015
306602016
306602024
306602025
N4N5N6
SC-05213
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02
CD-02 CD-02 CD-02 CD-02 CD-02
CD-02
6880 4790 3310 4270 3530 3205 4295
200BH-03
200BH-03
200BH-03
200BH-03
200BH-03
FOR
CONT
INUA
TION
REFE
RTO
DWG
NUMB
ER/
126
6020
01
BG-950BH-02
?
TRUE ELEVATION
TRUE ELEVATION
1
NTS2
S0.2PODIUIM NORTH ELEVATION
KEY PLAN
PNW2
PNC1 PNC1
DETAILS OF THREADED INSERTS ARE LOCATED ON DRAWING S1.9
THREADED INSERTS THREADED INSERTS
PNC1 PNC1
DETAILS OF PNC1 ARE LOCATED ON DRAWING S1.6
DETAILS OF PNW2 ARE LOCATED ONDRAWINGS S1.7 AND S1.8
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
FS1 MLS JS 26/11/2018FINAL SUBMISSION FS2 MLS JS 17/12/2018FINAL SUBMISSION FS3 MLS JS 14/01/2019FINAL SUBMISSION
DESIGNED
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
WALL BRACKET SPW1MLS07/02/19NTS
EE17 173 S1.1 C2
NTS2
S1.1ISOMETRIC VIEW
NTS1
S1.1EXPLODED ISOMETRIC VIEW
50 x 50 x 3mm SHS STAINLESS STEELARTWORK FRAME
T PLATESILL CAPPING PLATE
COVER PLATE 50 x 50 x 8mm EQUAL ANGLE WELDED TO CHEEK PLATES TAPPED TO SUIT M10 BOLTSTO SECURE COVER PLATE
65 x 65 x 5mm SHS
M16 ANCHOR BOLTS
FOR REACTION LOADS IMPOSED ONTO EXISTING BUILDING SEE ROBOT ANALYSIS ON S1.10 (STRENGTH CODECOMBINATION AS1170.0).
SCALE 1:10C-CS1.1
SECTION
5° SLOPE FOR RUN OFF
T PLATE
3No. M16 BOLTS ANCHOREDINTO EXISTING CONCRETE SLAB 125mm EMBEDMENT
EXISTING MASONRY WALL
50 x 50 x 5mm EA WELDEDTO CHEEK PLATES
65 x 65 x 5mm SHS FULLY WELDED TO CHEEK PLATES AND T PLATE
50 x 50 x 3mm SHSSPIGOT INTO 65 x 65 x 5mm SHS
SECURED WITH 2No. M12 LOCKING BOLTS
SCALE 1:103
S1.1PLAN VIEW
C
C
T PLATE
CAPPING PLATE
50 x 50 x 8mm EQUAL ANGLE WELDED TO CHEEK PLATESAND TAPPED TO SUIT M10 BOLT
COVER PLATE FIXED TO EQUAL ANGLEWITH 4No. M10 BOLTS
CHEEK PLATES WELDED TO T PLATE
65 x 65 x 5mm SHSWELDED TO CHEEK PLATES
T PLATE LOCATIONFOR REFERENCE
EXISTING CONCRETE SLAB
2000
mm
755mm
M12 LOCKING BOLTS TO SECURE THE50 x 50 x 5mm EQUAL ANGLE ARTWORK FRAME
M12 LOCKING BOLTS
5mm THICK CHEEK PLATE
M12 LOCKING THROUGH BOLTS
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
SPW1 DETAILSMLS07/02/19AS SHOWN
EE17 173 S1.2 C2
CHECKED
SCALE 1:51
S1.2T PLATE
SCALE 1:53
S1.2COVER PLATE
SCALE 1:52
S1.2CHEEK PLATE
SCALE 1:54
S1.2SILL CAPPING PLATE
SCALE 1:56
S1.2
SCALE 1:55
S1.265 X 65 X 5mm SHS
240mm
162m
m
5mm THICK MILD STEEL
5mm THICK MILD STEEL
5mm THICK MILD STEELWITH A 5° SLOPE
12mm THICK MILD STEEL
Ø18mm HOLES TO SUITM16 ANCHOR BOLTS
Ø12mm HOLES TO SUIT M10 BOLTS
35m
m
50m
m
8mm
32.5mm32.5mm
35m
m80
mm
50mm
Ø14mm HOLES TO SUIT M12 BOLTS
PLAN VIEW
SCALE 1:107
S1.2
SCALE 1:5D-DS1.2
SECTION
150m
m
55m
m
265mm
125m
m70
mm
70mm
70m
m
107.
5mm
215m
m
Ø14mm
150mm
80mm 35mm35mm
201.
9mm
40mm160mm
70m
m50
mm
40mm
120m
m50
mm
45m
m
37.5mm37.5mm
30m
m
15m
m
TAPPED TO SUIT M10 BOLT
25mm
25mm
D D
50m
m19
50m
m
450mm400mm
500mm
25m
m
80mm 35mm
755mm
50 x 50 x 3mm SHS FRAME
50 x 50 x 8mm EQUAL ANGLE
Ø25mm
20m
m21
mm
100.
9mm
50 x 50 x 8mm EAWELDED TO CHEEK PLATES
CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
DESIGNED
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
MLS07/02/19NTS
EE17 173 S1.3 C2
NTS2
S1.3ISOMETRIC VIEW
NTS1
S1.3EXPLODED ISOMETRIC VIEW
SILL CAPPING PLATE
50 x 50 x 8mm EQUAL ANGLE WELDED TO CHEEK PLATES TAPPED TO SUIT M10 BOLTS
TO SECURE COVER PLATE
65 x 65 x 5mm SHS
5mm THICK CHEEK PLATE
M16 ANCHOR BOLTS
M12 LOCKING BOLTS TO SECURE THE50 x 50 x 5mm EQUAL ANGLE ARTWORK FRAME
M12 LOCKING THROUGH BOLTS
NUTS WELDED TO SHS
WALL PLATE
SCALE 1:10E-ES1.3
SECTION
5° SLOPE FOR RUN OFF
WALL PLATE
50 x 50 x 8mm EA WELDEDTO CHEEK PLATES
65 x 65 x 5mm SHS FULLY WELDED TO CHEEK PLATES AND WALL PLATE
50 x 50 x 3mm SHSSPIGOT INTO 65 x 65 x 5mm SHS
SECURED WITH 2No. M12 LOCKING BOLTS
M12 LOCKING BOLTS
SCALE 1:103
S1.3PLAN VIEW
E
E
WALL PLATE
CAPPING PLATE
50 x 50 x 8mm EQUAL ANGLE WELDED TO CHEEK PLATESAND TAPPED TO SUIT M10 BOLT
COVER PLATE FIXED TO EQUAL ANGLEWITH 4No. M12 BOLTS
CHEEK PLATES WELDED TO WALL PLATE
65 x 65 x 5mm SHS
EXISTING MASONRY WALL
EXISTING CONCRETE SLAB
4No. M16 ANCHOREDINTO EXISTING CONCRETE SLAB 125mm EMBEDMENT
50 x 50 x 3mm SHS STAINLESS STEELARTWORK FRAME
COVER PLATE
2000
mm
755mm
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
PROJECT
TITLEWALL BRACKET SPE1
CLIENTREV. BY APP. DATEISSUE / AMENDMENT CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
5mm THICK MILD STEEL
5mm THICK MILD STEEL
Ø12mm HOLES TO SUIT M10 BOLTS
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
SPE1 DETAILSMLS07/02/19AS SHOWN
EE17 173 S1.4 C2
CHECKED
SCALE 1:51
S1.4WALL PLATE
SCALE 1:53
S1.4COVER PLATE
SCALE 1:52
S1.4CHEEK PLATE
SCALE 1:54
S1.4SILL CAPPING PLATE
SCALE 1:55
S1.465 X 65 X 5mm SHS
177.
17m
m
177.17mm
176.17mm
300mm
150mm
5mm THICK MILD STEELWITH A 5° SLOPE
150m
m
300mm
30mm60mm120mm60mm30mm
75.0
075
mm
12mm THICK MILD STEEL Ø18mm HOLES TO SUIT M16 ANCHOR BOLTS
FOR LENDLEASE FEEDBACK AND APPROVAL
55m
m
105m
m80
mm
65m
m
250m
m
34.5mm 34.5mm131mm
200mm
35m
m
32.5mm32.5mm
35m
m80
mm
Ø14mm HOLES TO SUIT M12 BOLTS
150m
m
30m
m
15m
m
TAPPED TO SUIT M10 BOLT
25mm
25mm
SCALE 1:56
S1.4
50m
m
5mm
50mm
PLAN VIEWSCALE 1:5
F-FS1.4
SECTION
F F
50 x 50 x 8mm EQUAL ANGLE
150m
m
80mm35mm 35mm
136.
85m
m
30m
m75
mm
30m
m
75m
m
SCALE 1:107
S1.4
50m
m19
50m
m
450mm400mm
500mm
25m
m
80mm 35mm
755mm
50 x 50 x 3mm SHS FRAME
Ø25mm HOLE TO SUITAS BUILT ANCHORS
50 x 50 x 8mm EA WELDEDTO CHEEK PLATES
C1 MLS JS 01/02/19CONSTRUCTION
Ø14mm
LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
SCALE 1:5H-HS1.5
ELEVATION
SCALE 1:51
S1.5PLAN VIEW
SCALE 1:5G-GS1.5
ELEVATION
ARTWORK OMITTED FOR CLARITY
G
G
H
75mm
37.5
mm
37.5
mm
100mm
75mm
75m
m
75m
m 125m
m
100mm
75mm
75m
m
NTS2
S1.5RENDER
SCALE 1:5I-I
S1.5 ELEVATION
SCALE 1:53
S1.5 PLAN VIEW
SCALE 1:5J-JS1.5
ELEVATION
SCALE 1:54
S1.5 ISOMETRIC VIEW
J
J
I I
EYE BOLT DETAIL
EYE BOLT DETAIL
Ø20mm HOLE FOR PLUG WELDTOP, BOTTOM AND BOTH SIDES
12mm MILD STEEL PLATE
TAP M24SOCKET
89 x 89 x 6mm SHS
66
SOLID STEEL BLOCK WITHM24 THREADED SOCKET 75mm
M24 GRADE - 10 SWIVEL EYEBOLT WLL 2500kg(ANY DIRECTION) OR SIMILAR APPROVED
H
Ø35mm TO SUIT AS BUILT ANCHOR BOLTS
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
SPC1 UPPER AND LOWER BRACKETSMLS07/02/191:5
EE17 173 S1.5 C2
CHECKED
SHS TO BE 125mm LONGER THAN THE PLATE
CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
PNC1 BRACKETMLS07/02/191:5
EE17 173 S1.6 C2
CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION
150m
m
65mm 95mm 95mm305mm
50m
m
100m
m
50m
m
50m
m10
0mm
16mm10mm 700mm
50m
m10
0mm
SCALE 1:51
S1.6PLAN VIEW
SCALE 1:5K-KS1.6
ELEVATION SCALE 1:5
L-LS1.6
ELEVATION
K
L
L
K
SCALE 1:52
S1.6ISOMETRIC VIEW
200PFC
Ø22
10mm MILD STEELPLATE
2No. 12mm MILD STEELGUSSET PLATES
25mm MILD STEEL
275mm
40mm65mm65mm65mm40mm
Ø22mm
LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
DESIGNED
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
WALL BRACKET PNW2MLS07/02/19NTS
EE17 173 S1.7 C2
NTS2
S1.7ISOMETRIC VIEW
NTS1
S1.7EXPLODED ISOMETRIC VIEW
50 x 50 x 3mm SHS STAINLESS STEELARTWORK FRAME
2000
mm
815mm
65 x 65 x 5mm SHS
8mm SIDE GUSSET PLATE
8mm MILD STEEL WALL PLATEWITH Ø18mm SLOTTED HOLES
M16 CHEMICAL ANCHOR BOLTS
8mm BOTTOM GUSSET PLATE WITH Ø12mm HOLE TAPPED TO SUIT M12LOCKING BOLTS
SCALE 1:10M-MS1.7
SECTION
SCALE 1:103
S1.7PLAN VIEW
WALL PLATE
REFERENCE SCREEN WORKSHOP BY TTW
4No. M16 CHEMICAL ANCHOR BOLTS
65 x 65 x 5mm SHS WELDED TOSIDE GUSSET PLATES, WALL PLATEAND BOTTOM GUSSET PLATE
50 x 50 x 3mm SHS SPIGOTTED INTO65 x 65 x 5mm SHS SECURED WITH
2No. M12 LOCKINGBOLTS
BOTTOM GUSSET PLATEWELDED TO WALL PLATE
EXISTING CONCRETE SLAB
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORK
M12 LOCKING BOLTS
WALL PLATE
M
M
CHEEK PLATES WELDED TO WALL PLATE
65 x 65 x 5mm SHS
C2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
PNW2 DETAILSMLS07/02/19AS SHOWN
EE17 173 S1.8 C2
CHECKED
50 x 50 x 3mm SHS STAINLESS STEEL ARTWORK FRAME
118m
m
32.5mm32.5mm
35m
m80
mm
Ø14mm HOLES TO SUIT M12 LOCKING BOLTS
8mm MILD STEEL PLATEWITH TAPPED HOLES TO SUIT M12 LOCKING BOLTS
8mm MILD STEEL PLATE
8mm MILD STEEL PLATEWITH Ø18mm SLOTTEDHOLES TO SUIT M16 BOLTS
SCALE 1:51
S1.8WALL PLATE
SCALE 1:53
S1.8
2SIDE GUSSET PLATESCALE 1:5
4S1.8
65 X 65 X 5mm SHSSCALE 1:5 S1.8
CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORK
50m
m19
50m
m
450mm400mm
500mm
25m
m
80mm 35mm
815mm
SCALE 1:105
S1.850 x 50 x 3mm SHS FRAME
132.
5mm
233m
m
195mm
233m
m
80m
m35
mm
200m
m
45mm60mm240mm45mm 60mm
70m
m60
mm
70m
m
450mm
BOTTOM GUSSET PLATE
C2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
THREADED INSERTSMLS07/02/19NTS
EE17 173 S1.9 C2
CHECKED
M20 X 125mm EMBEDMENT ZINCRAMSET THREADED INSERT CHEMICALLY ANCHORED
WITH M20 EYE BOLT (WLL 2000kg).INSTALLED PRIOR TO MEMBRANE
NTS2
S1.9 PODIUM - NORTH - RETAIL 02 LEVEL 06
NTS1
S1.9 RAMSET THREADED INSERT
CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
ROBOT ANALYSISMLS07/02/19NTS
EE17 173 S1.10 C2
CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNED
PROJECT
TITLE
CLIENTREV. BY APP. DATEISSUE / AMENDMENT
DRAWNDATESCALE AT A3
JOB NO. DRAWING NO. AMDT.
EE
CATENARY ANALYSISMLS07/02/19NTS
EE17 173 S1.11 C2
CHECKED CONSTRUCTIONC1 MLS JS 01/02/19CONSTRUCTION LITTLE HAY STREETPUBLIC ARTWORKC2 MLS JS 07/02/19CONSTRUCTION
DARLING H
ARBOUR LIVE N
ORTH E
AST PLO
T BUILD
ING
DARLI
NG SQUAR
E SO
UTH E
AST
PLOT
BUIL
DING
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
A JF MS 14/02/19PRELIMINARY
DRAWNJF
DATE20/02/2019
SCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.1AMDT.
B
CHECKED
B JF MS 20/02/19FOR CONSTRUCTION
FOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
70
Ø2690
Ø2810
Ø2810
Ø2710
Ø2980 (1mm OFFSET ON ALLEDGES IN DXF)
Ø3000
Ø2710
Ø2710
145
Ø2980
145BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION
C2
C6
C7
C8
C1
C12
C10
C1QTY: 420mm S/STEEL
C6QTY: 810mm S/STEEL
C7QTY: 1210mm S/STEEL
C8QTY: 323mm S/STEELTAPPED WITH M5 TO SUPPORT C5 AND TRANSFORMERS
C9QTY: 810mm S/STEEL
C11QTY: 410mm S/STEEL
C12QTY: 410mm S/STEELTOP VIEW
C12QTY: 410mm S/STEEL
C10 QTY: 1210mm S/STEEL
REFER DXF FILES:CC-REV-B.DXF
ALL STAINLESS STEEL: GRADE 304
C2QTY: 410mm S/STEEL
C3QTY: 410mm S/STEELTOP VIEW
C4QTY: 410mm S/STEELTOP VIEW
C5QTY: 4PERFORATED
R06451 STAINLESS STEEL 3041.5mm THICKNESS6.35mm HOLE8.5mm CENTRE51% OPEN AREA
C3QTY: 410mm S/STEEL C4
QTY: 410mm S/STEEL
C11
C4
C3
C9
TRANSFORMERSSPECIFIED IN UPPER RING:
15 x SIET T1525 SI (IP44)ISOMETRIC - PRIMARY ARMATURE
ISOMETRIC VIEW FROM BELOW ARMATURE
SCALE AT A1: N/A CP.11
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
A JF MS 14/02/19PRELIMINARY
DRAWNJF
DATE20/02/2019
SCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.2AMDT.
B
CHECKED FOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
B JF MS 20/02/19FOR CONSTRUCTION
22003000
BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION
Ø18 FOR M16 THROUGH BOLT
Ø20 FOR RIGGING CONNECTION
Ø20 FOR RIGGING CONNECTION
2 No. Ø14 FOR M12 THROUGH BOLT
4 No. Ø18 FOR M16 THROUGH BOLT
Ø55 FOR ELECTRICAL CABLING
TAPPED M12 FOR TEMPORARY ASSEMBLY
Ø20 FOR RIGGING CONNECTION
Ø55 FOR ELECTRICAL CABLING
2 No. Ø14 FOR M12 THROUGH BOLT
A A
B B
PLAN - PRIMARY ARMATURESCALE AT A1: 1:10 CP.2
1 SECTION A - PRIMARY ARMATURESCALE AT A1: 1:10 CP.2
A
DETAIL C - LOWER RING
DETAIL B - UPPER RING
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
A JF MS 22/02/19FOR CONSTRUCTION
DRAWNJF
DATE22/02/2019
SCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.3AMDT.
A
CHECKED
TO BE CHECKEDFOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION
ISOMETRIC - NEON ARRANGEMENTSCALE AT A1: NA CP.3
1
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
DRAWNJF
DATESCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.4AMDT.
CHECKED FOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
A JF MS 22/02/19FOR CONSTRUCTION
22/02/2019
A
TO BE CHECKED
8
MAIN ARMATUREREFER CP.1
MAIN ARMATUREREFER CP.1
C8 SUPPORTINGTRANFORMERC5 FASTENED TOC8 WITH M5 TAPPED
2 No. 20 x 5mm 304 FLAT BAR WEDLED TO ARMATURE2 No. M6 THROUGH BOLTS
FLAT BAR CONNECTION TO INTERCONNECT
Ø16mm RODS
15mm NEON TUBEMOUNTED TO STEELON GLASS NEON SUPPORTS
15mm NEON TUBEMOUNTED TO STEELON GLASS NEON SUPPORTS20 x 5mm 304 FLAT BAR WELDED TO
Ø16 ROD. M5 HOLE IN FLAT BAR TO SECURE GLASS NEON TUBE SUPPORT
20 x 5mm 304 FLAT BAR WELDED TO Ø16 ROD.M5 HOLE IN FLAT BAR TO SECURE GLASS NEON TUBE SUPPORT
Ø16mm STAINLESS 304 ROD FORMED TO FOLLOW NEON PROFILE
20 x 5mm 304 FLAT BAR WELDED TO Ø16 ROD. M5 HOLE IN FLAT BAR TO SECURE GLASS NEON TUBE SUPPORT
Ø16mm STAINLESS 304 ROD FORMED TO FOLLOW NEON PROFILE
SIET T1525 SI
(IP44)
BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION2 No. 20 x 5mm 304 FLAT BAR WEDLED TO ARMATURE2 No. M6 THROUGH BOLTS
2 No. 20 x 5mm 304 FLAT BAR WEDLED TO ARMATURE
2 No. M6 THROUGH BOLTS
ISOMETRIC - NEON ARRANGEMENTSCALE AT A1: NA CP.4
1
SECTION B - NEON ARRANGEMENTSCALE AT A1: 1:10 CP.2
B
DETAIL C - NEON ARRANGEMENTSCALE AT A1: 1:5 CP.4
C
CP.4C
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
DRAWNJF
DATESCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.5AMDT.
CHECKED FOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
A JF MS 22/02/19FOR CONSTRUCTION
22/02/2019
A
TO BE CHECKED
2
2
BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION
PLAN - NEON ARRANGEMENTSCALE AT A1: NA CP.5
1 RIGHT SIDE - NEON ARRANGEMENTSCALE AT A1: NA CP.6
2
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
DRAWNJF
DATESCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.6AMDT.
CHECKED FOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
A JF MS 22/02/19FOR CONSTRUCTION
22/02/2019
A
TO BE CHECKED
1344 x 2292COOL WHITE
BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION
01
2634 x 692SODA BLUE09 2586 x 792
PINK10
1268 x 1214SODA YELLOW11
1884 x 1086GREEN12
1338 x 4062ORANGE13 1344 x 2268
STANDARD BLUE14
4080 x 2460ORANGE15
2532 x 2532PALE BLUE16
2124 x 1224CLEAR RED02
3960 x 1091PURPLE0303
3588 x 968PINK04
1296 x 1332CLEAR RED05
3270 x 3270TURQUOISE06
2370 x 1344STANDARD BLUE07
4320 x 792STANDARD BLUE08
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
CENTRAL CLUSTERCONCEPT
REV. BY APP. DATEISSUE / AMENDMENT
DRAWNJF
DATESCALE AT A11:10
JOB NO. DRAWING NO.
EE17 173 CP.7AMDT.
CHECKED FOR CONSTRUCTIONCLIENT
LEND LEASE
ARTIST
BRENDAN VAN HEK
A JF MS 22/02/19FOR CONSTRUCTION
22/02/2019
A
TO BE CHECKED
582 x 1860PURPLE17
3174 x 1458SODA YELLOW24
1618 x 890GREEN25
2880 x 180STANDARD BLUE26 3660 LENGTH
PALE BLUE27 4146 x 1656SODA YELLOW28
2700 x 2700SODA YELLOW30
4116 x 1308COOL WHITE29
4428 x 1350PINK18
1586 x 3280TURQUOISE19 2430 x 1485
ORANGE20 2740 x 2417STANDARD BLUE21
1141 x 2930PURPLE22
2426 x 806PALE PINK23
BRENDAN VAN HEK - CENTRAL CLUSTER - FOR CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
WALL WORK 1GENERAL ARRANGEMENT
REV. BY APP. DATEISSUE / AMENDMENT
A JF MS 25/01/19PRELIMINARY
DRAWNJF
DATE06/02/2019
SCALE AT A11:5
JOB NO. DRAWING NO.
EE17 173 P1.1AMDT.
C
CHECKED
B JF MS 05/02/19PRELIMINARYC JF MS 06/02/19FOR CONSTRUCTION
FOR CONSTRUCTIONCLIENT
EVENT ENGINEERING
ARTIST
BRENDAN VAN HEK
350
35
Ø16
80140
2000
400
755
BRENDAN VAN HEK - WALL WORK 1 - FOR CONSTRUCTION
Ø15mm NEONSFOR WALL WORK 1
50.8 x 3.0 SHS FRAME304 STAINLESS 180 GRIT
NEON MOUNTEDTO FACE SHOWN
790 x 250SODA ORANGE
825 x 450SODA BLUE
398 x 354GREEN
262 x 847SODA YELLOW
226 x 826STANDARD BLUE
428 x 450PALE BLUE
652 x 310RED
316 x 366SODA RED
219 x 539PURPLE
32 x 1.2 SHS FRAME304 STAINLESS 180 GRIT
Ø16 HOLES FOR M12 THROUGH BOLTS
NEON SUPPORTED WITH GLASS NEON TUBE SUPPORTS WITH ALUMINIUM BASE.
BASE FASTENED TO STAINLESS STEEL FRAME WITH GAUGE 16 HEX HEAD TEK SCREWS.
NEON SUPPORT DETAIL
ELEVATION - WALL WORK 1SCALE AT A1: 1:5 P1.1
1
PRELIMINARY
FOR CONSTRUCTION
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
WALL WORK 2GENERAL ARRANGEMENT
REV. BY APP. DATEISSUE / AMENDMENT
A JF MS 25/01/19PRELIMINARY
DRAWNJF
DATE06/02/2019
SCALE AT A11:5
JOB NO. DRAWING NO.
EE17 173 P1.2AMDT.
C
CHECKED
B JF MS 05/02/19
CLIENT
EVENT ENGINEERING
ARTIST
BRENDAN VAN HEK
C JF MS 06/02/19FOR CONSTRUCTION
755
400 140
350
2000
80 35
Ø16
BRENDAN VAN HEK - WALL WORK 2 - FOR CONSTRUCTION
Ø15mm NEONSFOR WALL WORK 2
NEON SUPPORTED WITH GLASS NEON TUBE SUPPORTS WITH ALUMINIUM BASE.
BASE FASTENED TO STAINLESS STEEL FRAME WITH GAUGE 16 HEX HEAD TEK SCREWS.
NEON SUPPORT DETAIL
300 x 337STANDARD BLUE
346 x 216PINK
869 x 479GREEN
527 x 480STANDARD BLUE
452 x 452TURQUOISE
535 x 367PALE BLUE
538 x 286SODA RED
858 x 268PINK
461 x 268SODA YELLOW
Ø16 HOLES FOR M12 THROUGH BOLTS
50.8 x 3.0 SHS FRAME304 STAINLESS 180 GRIT
32 x 1.2 SHS FRAME304 STAINLESS 180 GRIT
NEON MOUNTEDTO FACE SHOWN
ELEVATION - WALL WORK 2SCALE AT A1: 1:5 P1.2
2
THE WRITTEN CONSENT OF EVENT ENGINEERING PTY LTD.
COPYRIGHT: THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE
OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUTSPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE
DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
ACN 163 597 840 ABN 67 163 597 840
17-19 O’Connor St ChippendaleNSW 2008 Australia www.eventengineering.com.au
DESIGNEDEE
PROJECT
LITTLE HAY STREETARTWORK
TITLE
WALL WORK 3GENERAL ARRANGEMENT
REV. BY APP. DATEISSUE / AMENDMENT
A JF MS 25/01/19PRELIMINARY
DRAWNJF
DATE08/02/2019
SCALE AT A11:5
JOB NO. DRAWING NO.
EE17 173 P1.3AMDT.
D
CHECKED
B JF MS 05/02/19
CLIENT
EVENT ENGINEERING
ARTIST
BRENDAN VAN HEK
PRELIMINARY
FOR CONSTRUCTIONC JF MS 06/02/19FOR CONSTRUCTIOND JF MS 08/02/19FOR CONSTRUCTION
825
8035
350
2000
210 400
Ø16
BRENDAN VAN HEK - WALL WORK 3 - FOR CONSTRUCTION
Ø15mm NEONSFOR WALL WORK 3
50.8 x 3.0 SHS FRAME304 STAINLESS 180 GRIT
758 x 385GREEN
492 x 293PINK
863 x 374SODA YELLOW
391 x 204STANDARD BLUE
777 x 257SODA BLUE
421 x 337GREEN
230 x 700PURPLE
452 x 271SODA YELLOW
555 x 555SODA RED
32 x 1.2 SHS FRAME304 STAINLESS 180 GRIT
Ø16 HOLES FOR M12THROUGH BOLTS
DRILLED VERTICALLY
NEON SUPPORTED WITH GLASS NEON TUBE SUPPORTS WITH ALUMINIUM BASE.
BASE FASTENED TO STAINLESS STEEL FRAME WITH GAUGE 16 HEX HEAD TEK SCREWS.
NEON SUPPORT DETAIL
NEON MOUNTEDTO FACE SHOWN
ELEVATION - WALL WORK 3SCALE AT A1: 1:5 P1.3
3
