australian sports commission ais - hpc hpc sssm...

No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date

Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale

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A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved

Plot Date: Cad File No:

-Level 7, 16 Marcus Clarke Street, Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.comManager Director

(Project Director)

14/02/2017 11:42:50 AM C:\Users\jlucas\Desktop\Revit Local\23-14879_HPC SSSM Workshop Tender 1_LOCAL.rvt

AUSTRALIAN SPORTS COMMISSION

19-A001

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

COVER & DRAWING INDEX10.02.17

J. DAVID*

JL JL* DB*

ARCHITECTURAL SERVICES

0ISSUE FOR TENDER0 10.02.17

TENDER

AUSTRALIAN SPORTS COMMISSIONAIS - HPC

HPC SSSM BUILDING PACKAGE 1 WORKS23-15844

23-15844

HPC SSSM BUILDING PACKAGE 1 WORKS

DRAWING INDEX - WORKS 1 & 2

PROJECTNo. SHEET TITLE

6.1 WORKSHOP ARCH - WORKS 1 & 223-15844 19-A001 COVER & DRAWING INDEX23-15844 19-A100 SITE PLAN & SECTIONS23-15844 19-A101 SITE DETAIL PLANS23-15844 19-A110 SITE EST & CONSTRUCTION MGMT PLAN23-15844 19-A210 DEMOLITION ELEVATION23-15844 19-A220 FLOOR PLAN23-15844 19-A270 ROOF PLAN23-15844 19-A300 ELEVATIONS23-15844 19-A400 SECTIONS23-15844 19-A450 SECTION DETAILS - SHEET 123-15844 19-A451 SECTION DETAILS - SHEET 223-15844 19-A500 INTERNAL ELEVATIONS - WORKSHOP 1 - 19A10023-15844 19-A560 INTERNAL ELEVATIONS - WORKSHOP 4 - 19A10423-15844 19-A800 DOOR ELEVATION & SPECIFICATIONS23-15844 19-A810 WINDOW ELEVATIONS & SPECIFICATIONS23-15844 19-A950 3D PERSPECTIVES

8.1 WORKSHOP ELECTRICAL23-15844 19-E001 SPECIFICATION & LEGEND23-15844 19-E200 POWER & COMMS LEVEL A & LOWER GROUND

9.1 WORKSHOP HYDRAULIC23-15844 19-H001 LEGEND & GENERAL NOTES23-15844 19-H400 GENERAL ARRANGEMENT

UP

UP

HPC-SSSMLOCATION OF WORKS

LEGEND

EXISTING BUILDINGS

ROADS

BLOCK 26, SECTION 8

SPORTING FIELDS

10. AQUATIC & FITNESS CENTRE

14. CONFERENCE CENTRE (STF)13. BASKETBALL & NETBALL CENTRE

16. ASC RESIDENCES

12. GYMNASTICS CENTRE

07. ARENA

AIS BUILDING NO.01. GIO STADIUM CANBERRA02. ATHLETIC TRACK CHANGE BLOCK06. CHILDCARE CENTRE

08. TENNIS COURTS

11. MULTI-PURPOSE HALL

15. SOCCER FIELDS

34. HIGH PERFORMANCE CENTRE

19. HIGH PERFORMANCE CENTRE - SSSM BLD

17. CORPORATE SERVICES CENTRE

25. SPORTS VISITORS CENTRE

31. SWIM & RECOVERY CENTRE

18. SPINE BUILDING

27. FFA FOOTBALL CENTRE

AIS BUILDING NO.

22. ATHLETICS TRACK GRANDSTAND

20. JUNIOR RESIDENCES21. LOGISTICS COMPLEX

24. MULTI-PURPOSE CHANGEROOM & FIELDS

26. HORTICULTURE CENTRE

28. MERCHANDISING WAREHOUSE30. ASC ADMINISTRATION BUILDING

35. AIS RESIDENCES

LOCATION OF WORKS

SSSM HALL

EXISTING LEVEL B WORKSHOP

EXISTING LGWORKSHOP 6

EXISTING LGWORKSHOP 5

LOCATION OF WORKS

EXISTING SSSMBUILDING EXTENSION

EXISTING SSSM HALLFACADE & SLIDINGDOORS

THROWINGFIELDS M ULTI-PURPOSE

FIELDS

OUTDOORSYNTHETIC

FIELD

ACTEWSWITCHINGSTATION

MASTERMAN STREET

LEVE

RRIER

STRE

ETBRAY

BROO

KE ST

REET

BATTYE STREET

07

10

12

13

14

16

1718

1925

31

34

PODIUM WAY

GUNGAHLIN DRIVE

27

MASTE

RMAN

STREE

TGIO STADIUM

ATHLETICSTRACK

3520

11

0824

SOCCERFIELD

26

01

02

22

1315

SOCCERFIELD

15

2409

06

21

2830

BLOCK 26, SECTION 8ZONE CFZBLOCK AREA: 387014m²Special Requirements applyunder N.C.P.

BLOCK 6,SECTION 24

BLOCK 7,SECTION 46

BLOCK 28,SECTION 8

BLOCK 37,SECTION 8

BLOCK 37,SECTION 8

FF

EE

DD

CC

B

A

X3.6X0X3 X9.6 X15.6 X21.6 X27.6X30 X36 X42 X48 X54 X60 X66

XX1

XX1

XX5

XX5

XX2

XX2 XX3

XX3 XX4

XX4

19A34 19A31

WORKSHOP 219A36 19A104

19A37

19A35WORKSHOP 3 WORKSHOP 4

WORKSHOP 5

WORKSHOP 6

19A105

19A92METALSTORE

19A93

LOWER GROUNDEXISTINGWORKSHOPS 5 & 6

Sim2

19-A101

LINK TO

MAINRECEPTION

SSSM HALL

LOCATION OF WORKS

ACCESS ROAD

MAIN ENTRY

STAFF ENTRY

BUILDING 34

BUILDING 19HIGH PERFORMANCE CENTRESSSM BUILDING

LEVEL A EXISTINGWORKSHOPS 2,3 & 4

PIT 4

319-A100

Sim__________

319-A100

Sim__________

419-A100

Sim__________419-A100

Sim__________

Sim1

19-A110

Sim1

19-A220

Sim1

19-A270

LOCATION OF WORKS

LEGEND

EXISTING LOWERGROUND

EXISTING ACCESSROAD

EXISTING WALKWAY - PAVING

EXISTING TREES



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Date

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(Project Director)

As indicated

13/02/2017 5:20:43 PM C:\Users\jlucas\Desktop\Revit Local\23-14879_HPC SSSM Workshop Tender 1_LOCAL.rvt


19-A100

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SITE PLAN & SECTIONS10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844

HPC SSSM BUILDING WORKS

SCALE 1 : 20019-A100SITE SECTION LONG - WST-EST4

SCALE 1 : 20019-A100SITE SECTION SHORT - STH-NTH3



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19-A100

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SITE PLAN & SECTIONS10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


0

SCALE 1: AT ORIGINAL SIZE

5 10 15 20 25 m

500

N0


50 100 150 200 250m

5000

0


1000 2000 3000 4000 5000 mm

100

0


2000 4000 6000 8000 10000 mm

200

SCALE 1 : 5000WS - LOCATION PLAN1

SCALE 1 : 200WS - LEVEL A SITE LOCATION PLAN2

UP

UP

UP

F

E

D

C

B

X66 XX1 XX5XX2 XX3 XX4

PROPOSEDWORSHOPLOCATION

EXISTINGCARPARK

EXIS

TING

FEN

CE

PRIVATE ACCESS ROAD

RUNNING TRACK

EXISTINGCONCRETERAMP

DN

EXISTING FENCE & GATE

+ -1180 RL(COS)

20m (H)

+

DEMOLISH CONCRETECOVER & WALLS OF EXISTINGBALLAST TANKS. MAKE GOODTO SITE. SITE TO BE FILLEDWITH COMPACTED FILL TOSTRUCTURAL ENGINEER'SDETAILS.

EXISTING CONCRETELANDINGS, FIRST STEP/PLINTH& CONCRETE PATH TO BEDEMOLISHED. EXISTING STEELSTAIRCASE TO BE REMOVED &RELOCATED.

EXISTING RUNNING TRACK TO BEDEMOLISHED. MAKE GOOD TOAREA. SITE TO BE FILLED WITHCOMPACTED FILL TOSTRUCTURAL ENGINEER'SDETAILS.

STEEL MESH FENCE &GATE TO BE REMOVED &RELOCATED.

STEEL MESH FENCE TO BEREMOVED & REINSTATEDAFTER CONSTRUCTION.

EXISTING FENCE

BALLASTTANK 1

BALLASTTANK 2

CONCRETE TRIM.

RUNNING TRACK

CONCRETE

CONCRETE TRIM.

+ -100 RL(COS)

+ -100mm RL (COS)

+ 0 RL (APPROX)

+ -1000mm RL

+ -600mm RL

TWO REDUNDANT STORMWATERPITS (UNDER STAIRS) &ASSOCIATED PIPEWORK ON THESITE IS TO BE DEMOLISHED ANDBE FILLED WITH COMPACTEDFILL. REFER TO HYDRAULICDRAWINGS FOR DETAILS.

COS

1045

1

PROTECT TREES DURINGCONSTRUCTIONPROVIDE OPENING FOR

NEW DOOR.

MECH-ACU

WORKSHOP 419A104

WORKSHOP 319A36

EQ.22

WB.07

EQ.32

EXISTING EQUIPMENTHIGHLIGHTED IN BLUE ARETO BE RELOCATED TO ALOCATION DETERMINED BYTHE CLIENT.

DEMOLISH DOOR FORNEW OPENING.

+ -80 RL(COS)

+ 0 RL

+ -1180 RL(COS)

+ 0 RL

F

E

D

C

B

XX1 XX5XX2 XX3 XX4

EXISTINGCARPARK

PRIVATE ACCESS ROAD

RUNNING TRACK

DN

+0 RL

20m (H)

+

REINSTATE FENCE.

MASTIC JOINT CONNECTION BETWEENNEW PATH & EXISTING SLOPEDWALKWAY. LEVELLING CONCRETESCREED ON SLOPED WALKWAY TOMEET PATH AT TOP AS REQUIRED. ALLCONCRETE PATHS TO HAVE A BRUSHFINISH & MEET AS/NZS 4586, HB197,AS4654 & STANDARDS AUSTRALIA FORSLIP RESISTANCE.

NEW CONCRETE PATHCC-3

MAKE GOOD TO AREA. REINSTATEGRASS. GRADE SLOPE EVENLYFROM RUNNING TRACK TOMOWING STRIP CC-5.

REINSTATE FENCE & GATE TO SUITNEW LOCATION & LENGTH.

CLEAN EXISTING CAR PARKAFTER WORKS

RELOCATE STEEL STAIRCASE WITH NEWCONCRETE LANDINGS & PLINTH TOSTRUCTURAL ENGINEER'S DETAILS. TWOSTEEL COLUMNS (COL-4) & REBARS FIXEDINTO THE EXISTING LEVEL B SLAB ARE TOSUPPORT THE RELOCATED STEELSTAIRCASE. REFER TO STRUCTURALENGINEER'S DETAILS.

CC-5

DP-1

REMOVE TREE PROTECTIONAFTER WORKS

NEW CONCRETETRIM TO MATCHEXISTING

+ -1180mm RL

+ 0 RL

+ 0 RL (APPROX)

+ -1000mm RL

+ -600mm RL

NEW CONCRETE SPOON DRAIN

9002

4004852

COS5242

EXIS

TING

CUR

B LIN

E

STR-E

COL-4

COL-4CC-6

RSH

CC-4

1% FALL

CLEAN RUNNING TRACKAFTER WORKS.

FALL

CLEAN EXISTINGFACADE & DOORSAFTER WORKS

CLEAN EXISTINGSSSM WORKSHOPEXTENSION AFTERWORKS

UP

NEW CONCRETE PATH TOSTRUCTURAL ENGINEER'SDETAILS.

LEGEND

DEMOLISHRELOCATEREMAINNOT IN SCOPE

GENERAL NOTES:

ALL NEW WORK TO BE UNDERTAKEN INACCORDANCE WITH THE CURRENT NCC (BCA),REFERENCE APPLICABLE AUSTRALIANSTANDARDS & LOCAL AUTHORITYREQUIREMENTS.ALL DIMENSIONS & LEVELS TO BE CHECKED &CONFIRMED ON SITE PRIOR TOCOMMENCEMENT OF CONSTRUCTION.FOR STRUCTURAL, ELECTRICAL & HYDRAULICINFORMATION, REFER TO ENGINEER'SDETAILS.ALL DRAWINGS MUST BE READ INCONJUNCTION WITH NOTES, SCHEDULES &SPECIFICATIONS.REFER TO KEYNOTES & FFE SCHEDULE FORDETAILS OF ALL CODED ELEMENTS SHOWN ONTHE DRAWINGS.REFER TO THE SCHEDULES & COLOURBOARDON ELEVATION DRAWINGS 19-A300 FOR ALLFINISHES & COLOUR SELECTIONS.ALL FLOOR SURFACES SHOULD BE DESIGNED& CONSTRUCTED IN ACCORDANCE WITHAS/NZS 4586, HB197 & STANDARDS AUSTRALIAFOR SLIP RESISTANCE.WATERPROOFING TO COMPLY WITH AS3740.TERMITE MANAGEMENT AS PER AS3660.1

1.

2.

3.

4.

5.

6.

7.

8.

9.10.

LEGEND

RELOCATEDNEWEXISTING

NOT IN SCOPE

THESE DRAWINGS INCLUDE COLOURED INFORMATION. IFYOU HAVE A BLACK AND WHITE COPY YOU DO NOT HAVETHE INFORMATION. THIS NOTE IS COLOURED IN RED.



Drawn

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Designer

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DO NOT SCALE Client

Project

Title

Original Size




(Project Director)

As indicated



19-A101

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SITE DETAIL PLANS10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 10019-801DEMO DETAIL PLAN1

SCALE 1 : 10019-801PROPOSED SITE DETAIL PLAN2

0


1000 2000 3000 4000 5000 mm

100

N

KEYNOTES & FFE SCHEDULE

KEYNOTE DESCRIPTIONCC-3 CONCRETE - CONCRETE EXTERNAL PATH-BRUSH FINISH WITH

EXPANSION JOINTS - TO ENGINEER'S DESIGNCC-4 CONCRETE - CONCRETE LANDING & STEP - TO ENGINEER'S DESIGNCC-5 CONCRETE - CONCRETE MOWING STRIP/SPOON DRAIN - 600mm

WIDTHCC-6 CONCRETE - REINFORCED CONCRETE LANDING TO TOP OF

RELOCATED STAIRS - TO ENGINEER'S DESIGNCOL-4 STEEL 152x6 CHS COLUMN. REFER STRUCTURAL DWGS.DP-1 LYSAGHT COLORBOND DOWNPIPE WITH RAINWATER HEAD-TO

MATCH EXISTING SSSM BUILDING DOWNPIPES.REFER TOHYDRAULIC ENGINEER'S DWGS FOR ALL DETAILS.

EQ.22 EXISTING CARBATEK TABLE SAWEQ.32 EXISTING RUSSIAN MILLF4 EXTERNAL LUMINAIREMECH-ACU EXISTING A/C CONDENSORRSH LYSAGHT TRIMDEK COLORBOND ROOF SHEETSSTR-E EXISTING STEEL STAIRCASE - REFER TO STRUCTURAL DRAWINGS

FOR DETAILSWB.07 EXISTING STEEL WORKBENCH

UP

F

E

D

C

B


EXISTINGWORKSHOPEXTENSION

PROPOSEDWORSHOPLOCATIONGROSS FLOORAREA : 116m2

NEW ACCESS ROAD(PREV. CAR PARKING)

EXISTING FENCE

EXIS

TING

FEN

CE

EXISTING CARPARK

PRIVATE ACCESS ROAD

TO MASTERMANSTREET

RUNNING TRACK

EXISTINGCONCRETERAMP

DN

EXISTING FENCE

SSSMBUILDING

20m (H)20m (H)

VEHI

CULA

RSI

TE A

CCES

S

SITE ACCESS

WASTESTORAGE

AREA

MATERIALSSTORAGE

AREA

CURRENTLY THISPARKING AREA IS VOIDOF LINEMARKING.SIGNAGE TO INDICATEPARKING ONLY ON THISSIDE DURINGCONSTRUCTION.

7900

1089

4

CLEAR ZONE FORTURNING CIRCLE

DN S3

S3

USE EXISTING FENCE

4600 3300

3000

680

5501500

+

+TREES TO BEPROTECTED DURINGCONSTRUCTION

TEMPORARY RAMPOVER CURB FORVEHICLE ACCESS

WORK SITEENTRY

FENCE TO PROTECTRUNNING TRACK. ENSURERUNNING TRACK IS NOTDAMAGED DURINGCONSTRUCTION

1800mm HIGH TEMPORARYCYCLONE CHAIN MESH FENCING

LEGEND

SILT FENCING

ROADS

PARKING

LANDSCAPE, TREES

S3 AS1319 COMPLIANT SITE SIGNAGE

LOCATION OF WORKS

ALL WORK TO CONFORM TO BCA, ACT ENVIRONMENTPROTECTION AUTHORITY, ENVIRONMENT PROTECTIONGUIDELINES FOR CONSTRUCTION & LANDDEVELOPMENT IN THE ACT.ALL BUILDING WASTE IS TO BE STORED ON THE SITE INSUITABLE RECEPTABLES AND COLLECTEDREGULARLY. CONTRACTORS ARE TO TAKEREASONABLE STEPS TO ENSURE THAT WASTE,PARTICULARLY WIND BORNE LITTER DOES NOTAFFECT ADJOINING LAND.CONTRACTORS TO ESTABLISH BOUNDARY LOCATIONSBEFORE COMMENCING ANY WORK.THE CONTRACTOR IS RESPONSIBLE FOR SITEESTABLISHMENT & CONSTRUCTION MANAGEMENT.

GENERAL NOTE

1.

2.

3.

4.

5.



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Project

Title

Original Size




(Project Director)

As indicated



19-A110

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SITE EST & CONSTRUCTION MGMT PLAN17.08.16

D. BELL*

JL JL* DB*

ARCHITECTURE


FOR TENDER

23-15844


SCALE 1 : 10019-801

SEDIEMENT & EROSION CONTROLPLAN1

0


1000 2000 3000 4000 5000 mm

100

N

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

E

D C

RLWSH ROOF - LEVEL B

618.205 m

RLLOWER GROUND - WORKSHOP

610.280 m

RLPARAPET- LEVEL B

619.742 m

DEMOLISH 2 x HALFEXISTING CFCS PANELS& INTENAL WALL LININGFOR A NEW DOOR.MAKE GOOD TO FLOOR,WALL & WINDOWABOVE.

F5

DEMOLISH BALLASTTANKS. REFER TODEMOLITION NOTES ONDWG 19-101.

WA-E

319-A800

EXISTING CFCPANELS FORDEMOLITION

HOIST DOOR

2 x EXISTING SHS COLUMNSBEYOND

EXISTING STEELTOP HATS BEYOND

EXISTING GLAZEDPANELS TOREMAIN. REFERDWG 19-A500 FORDETAILS.

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

XX1 XX2

EXISTING PVC PIPING FROMWORKSHOP 4 - 19A104 TO BEREMOVED. MAKE GOOD TO WALL.

EXISTING A/C CONDENSOR UNITS &ASSOCIATED CONDUITS TO BEREMOVED & RELOCATED. REFERMECHANICAL DWGS FOR DETAILS.

DOOR TO BE DEMOLISHED.ADJACENT COLORBOND WALL TOREMAIN. MAKE GOOD TO OPENING.

EXISTING 2 X PVC PIPING.REFER HYDRAULIC DWGS FORDETAILS.

EXISTING FIRE SPRINKLER LINE TOEXTEND INTO NEW WORKSHOP.REFER HYDRAULICS DWGS FORDETAILS.

CONCRETE LANDING FOR STAIRSTO BE DEMOLISHED. CUT BACK TOALIGN WITH LEVEL B FLOOR SLAB.

EXISTING WHITE SYRENE INSULATION& CONCRETE SLAB EXTENDSAPPROX. 100mm FROM FACE OFEXISTING COLORBOND FACADE.CONCRETE TO BE CUT BACK IN LINEWITH EDGE BEAM & HIDDEN FROMVIEW WITH A NEW VERTICAL FIRESEPARATION PANEL (WA-04).

EXISTING DOWNPIPE (DP-E) FROMSSSM ROOF TO BE REDIRECTEDTHROUGH NEW WORKSHOP. REFERHYDRAULICS DWGS FOR DETAILS.

DOOR TO BE DEMOLISHED.MAKE GOOD TO WALL.

29B

137A

TOP C FCPANEL TO REMAIN. ALLOTHER PANELS TO BEDEMOLISHED.

DP-E

MECH-ACU

MECH-ACU

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

XX1


618.205 m

XX5XX2

119-A810

XX3 XX4

WIRE MESH FENCE &GATE TO BE REMOVED& RETAINED.

STEEL STAIRS & RAILINGS TOBE REMOVED FORRELOCATION. THE STEELSHELF FIXED TO TOP OFRAILING IS TO BE DEMOLISHED.

EXTERNAL LIGHTING (F6) TOBE DEMOLISHED. REFER TOELECTRICAL DWGS FORDEMOLITION DETAILS.

CCTV CAMERA TO BEREMOVED & REINSTATEDFOLLOWING WORKS. REFERELECTRICAL DWGS FORDETAILS.

CCTV

CONDUITS (ELECT-CDT) TOBE DEMOLISHED. REFERTO ELECTRICAL DWGSFOR DETAILS.

ELECT-CDT ELECT-CDT

F6

F6 MECH-CAS

PROTECT FLOODLIGHT (F5) &ASSOCIATED WIRING DURINGCONSTRUCTION.

F5

WA-E

WA-10137A

FC FACIA FOR DEMOLITION.

EXISTING CFC PANELS FORDEMOLITION


LEGEND

DEMOLISHRELOCATEREMAIN



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(Project Director)

1 : 50



19-A210

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

DEMOLITION ELEVATION10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 5019-A220WSH - DEMO EAST ELEVATION3

SCALE 1 : 50DEMO SOUTH EL CORNER DETAIL1

SCALE 1 : 5019-A220DEMO SOUTH ELEVATION2

0


500 1000 1500 2000 2500 mm

50


KEYNOTE DESCRIPTIONCCTV CCTV CAMERA TO BE REMOVED & REINSTATED WITH NEW

CABLINGDP-E EXISTING 150 DIA DOWNPIPEELECT-CDT EXISTING EXTERNAL ELECTRICAL CONDUITSF5 EXISTING EXTERNAL FLOOD LIGHT LUMINAIREF6 EXISTING EXTERNAL BATTEN LIGHTINGMECH-ACU EXISTING A/C CONDENSORMECH-CAS EXISTING EXTERNAL COMPRESSED AIR SERVICE LINE- LOWER

LEVEL TO LEVEL B - REFER TO MECHANICAL DRAWINGSWA-10 EXISTING CHAIN MESH FENCINGWA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBER STUD

FRAMED EXTERNAL WALL

UP

F

E

D


19-A560D B

C

A

19-A2103

19-A210

2

19-A3001

19-A300

2

A19-A400

__________

A19-A400

__________

B19-A400

__________

B19-A400

__________

EQ.50

LOWER GROUNDWORKSHOP

NEW CONCRETE STAIRS& LANDING (CC-4) FORRELOCATED STEELSTAIRCASE. REFERSTRUCTURALENGINEER'S DETAILS.

151A

150A

COS13548

612

D151

A

2700

370

D150

A

1061

3927

COS

110

2526 665OPENING & LINEMARKING

1200 8725184

205

W1

W2

LN-FD

EXTERNAL LIGHTING (F4)OVER DOOR 150A

NOSNOS

CC-3

F4

GRATED LINEAR FLOORDRAIN TO COVER DOOROPENINGS. ENSURETHRESHOLD OF DOOR150A COMPLIES WITHAS1428.1. GRADECONCRETE PATH AWAYFROM BUILDING.

SKT-2

LINE OF MULLION ON WA-09

COL-SC2

WA-05

LINE OF EXISTING BRICKRETAINING WALL (BRK-E) BELOW.SCREED TOP OF WALL TO MATCHLEVEL OF FLOOR SLAB. FS -EPFINISH TO MATCH.

EXTERNAL PATH

COL-SC2 WA-E BRK-ESKT-2

SKT-2

SKT-2

WA-G

8670

SKT-2

WA-01

WA-01

19-A500

2

19-A500 319-A500

4

19-A5005

FHRFEWA-E WA-G FE

106.76 m²WORKSHOP 1

19A100

C LC L18

5464

COL-SC1

ALL COLUMNS (COL-SC1) TOALIGN WITH EXISTING LEVEL BWORKSHOP COLUMNS

COL-SC1 COL-SC1WA-01

ALL NEW OPENINGS WITHSS WALL GUARDS (WA-G)

COL-SC2

1% FALL

W1118701178

FS-LMAL

IGN

WORKSHOP 319A36

WB.09

FS-EP

NEW WALL WA-03 & DOOR 154A

+ 0 RL

+ 0 RL + 0 RL

+ 0 RL

WA-03154A

NEW 9mm FC LININGS,ACOUSTIC INSULATION &SKIRTINGS SK-02 ON ALLWALLS IN WORKSHOP 4

WORKSHOP 4

19.09 m²19A104

CONCRETE SCREED TO MATCHLEVEL OF WORKSHOP 1 & 3FLOOR SLABS (0 RL). EPOXYFINISH (FS-EP) AS SPECIFIED.

NOTE: ONE STEP AT DOORTHRESHOLD. CONTRACTORTO PROVIDE DOOR TO SUITWIDTH BETWEEN EXISTINGWALL & COLUMN. PROVIDEA CAUTION SIGN "STEP" ONBOTH SIDES OF DOOR.

NEW WALL IN-FILL(WA-05) TOMATCH EXISTING

2865 2331 3596 3596 3593

SSSM HALL19A37

FS-EP

3455

LINE

MARK

ING

1100

3919

93

81512922D154A

831 COS771135

EQ.34

EQ.33

DP-1

DP-1

OUTSIDE OF STAIRS TO ALIGNWITH LEVEL B WORKSHOPFACADE.

0 RL +

EXISTING & NEW BUILDINGFACADES TO ALIGN

CC-4HR-E

CC-5

ALIG

NAL

IGN

WA-10

WA-E1

SKT-2

SKT-2

SKT-2

SKT-2

PIT 4

PIT 4

PIT

4

918 3169

313

2617

UP

D19-A400

Sim__________ D19-A400

Sim__________

C19-A400

Sim__________C19-A400

Sim__________

E19-A400

Sim__________E19-A400

Sim__________

19A105WORKSHOP 5

1361

1000

2477

NOTE:THE FLOOR MAXIMUM LOADINGVARIES ACROSS THE FLOOR SLAB.PROVIDE MAXIMUM FLOOR LOADINGSIGNAGE WITH AREA PLANS INACCORDANCE WITH STRUCTURALDETAILS. SIGN MATERIAL TO MATCHEXISTING.


LEGENDRELOCATEDNEWEXISTING

NOT IN SCOPE

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

ROOF NOTES:

ROOF TO BE DESIGNED & CONSTRUCTED INACCORDANCE WITH SECTION J OF NCC (BCA).ROOF PLUMBING TO COMPLY WITH AS3500.ROOF INSTALLER TO ENSURE ALL ROOFPENETRATIONS ARE MADE WATERTIGHT BYTHE USE OF FLASHINGS.FALL PROTECTION SYSTEMS FOR ROOFACCESS MUST BE INSTALLED TO MUSTCOMPLY WITH AS1657.2013, 1891.2009 &488.1997, ALL REVELANT STANDARDS &CODES.METAL ROOFING TO BE INSTALLED INACCORDANCE WITH AS1562.ROOF SAFETY MESH TO COMPY WITH AS/NSZ4389, NSW CODE OF PRACTICE FOR SAFEWORK ON ROOFS, ALL RELEVANT CODES &STANDARDS.

1.

2.3.

4.

5.

6.



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19-A220

J LUCAS J LUCAS

D BELL*

D. BELL*

FLOOR PLAN10.02.17

J DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 5019-A100WORKSHOP 1 - DETAIL PLAN1

0


500 1000 1500 2000 2500 mm

50

N

KEYNOTES & FFE SCHEDULEKEYNOTE DESCRIPTIONBRK-E EXISTING DOUBLE BRICK RETAINING WALLCC-3 CONCRETE - CONCRETE EXTERNAL PATH-BRUSH FINISH WITH

EXPANSION JOINTS - TO ENGINEER'S DESIGNCC-4 CONCRETE - CONCRETE LANDING & STEP - TO ENGINEER'S DESIGNCC-5 CONCRETE - CONCRETE MOWING STRIP/SPOON DRAIN - 600mm

WIDTHCOL-SC1 STEEL 200UB25 COLUMN. REFER STRUCTURAL DWGS.COL-SC2 STEEL 76x6 SHS COLUMN. REFER STRUCTURAL DWGS.DP-1 LYSAGHT COLORBOND DOWNPIPE WITH RAINWATER HEAD-TO

MATCH EXISTING SSSM BUILDING DOWNPIPES.REFER TOHYDRAULIC ENGINEER'S DWGS FOR ALL DETAILS.

EQ.33 EXISTING VERTICAL BAND SAWEQ.34 EXISTING PRESSEQ.50 NEW VMAX42SRTi AXIS MACHINING CENTREF4 EXTERNAL LUMINAIREFAK FIRST AID KITFE FIRE EXTINGUISHERFHR FIRE HOSE REELFS-EP EXPOXY FLOOR FINISH - HYCHEM SF12FGFS-LM LINEMARKING-ABRASIVE YELLOW NON-SLIP TAPE OR PAINTHR-E EXISTING STEEL HANDRAILLN-FD STORMTECH LINEAR DRAINAGE SYSTEM - HYDRAULIC ENGINEER

TO SPECIFY DIMENSIONSNOS LATHAM 775SB 1428.1-2009 COMPLIANT EDGE SAFETY NOSINGSKT-2 ALUMINIUM SKIRTING-200mmHW1 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL A-SOUTHW2 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL A-EASTWA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB CLADDING, 35mm STEEL

TOP HATS, PROMINA 60 BOARD, FLETCHER TITANTUFF™ WALLWRAP WITH R2.7 90MM PINK® SONOBATTS® PREMIUM, 92mmSTEEL STUD FRAMING, 9mm CSR CEMINTEL FIBRE CEMENT WALLPANELS.

WA-03 INTERNAL WALL - IN: 9mm FC SHEETING,92mm RONDO STEELSTUDS WITH ACOUSTIC INSULATION,9mm FC SHEETING : OUT

WA-05 INTERNAL WALL - TO INFILL OPENING - LYSAGHT CUSTOM ORBCLADDING, WALL INSULATION (OPTIONAL), 92mm STEEL STUDFRAMING, PLYWOOD, . WALL TO MATCH EXISTING

WA-10 EXISTING CHAIN MESH FENCINGWA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBER STUD FRAMED

EXTERNAL WALLWA-E1 EXISTING PLYWOOD TIMBER FACED TIMBER STUD INTERNAL WALLWA-G S/S WALL GUARDWB.09 EXISTING STEEL WORK BENCH - TYPE 9

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.


E

D

C

XX1 XX5XX2 XX3 XX4

19B20

19B19

19B23

EXISTING LEVEL B WORKSHOP19B21

150B

RSH

DP-1

DP-2DP-1

DP-2GU

STR-E

CC-4

COL-4

CC-6

HR-E

FALL PROTECTION SYSTEMS TO BEDESIGNED & INSTALLED BYTREDRITE. CLIENT TO CONFIRM.THE SYSTEM MUST COMPLY WITHAS1657.2013, 1891.2009 & 488.1997,ALL REVELANT STANDARDS &CODES.

EXISTING DOWNPIPE (DP-E) TO BEREDIRECTED THROUGH BUILDINGTO NEW DOWNPIPE. REFERHYDRAULIC DRAWINGS FORDETAILS. ALL ROOF PENETRATIONSTO HAVE DEKTITE FLASHINGS.

DP-E

ALIG

N

HOIST DOOR

FIX NEW WORKSHOP 1 RAFTERS TOEXISTING COLUMNS IN LEVEL BWORKSHOP 19B21. REFER TOSECTION & STRUCTURAL DETAILS

ALIGN

ALIGN NEW EXTERNALFACE OF WALL WA-1 WITHCORNER OF EXISTINGFACADE

COL-4

WA-10

ALIG

N

ALIG

N

ALIG

N

ALIG

N

ALIG

NOUTSIDE OF STAIRS TOALIGN WITH LEVEL BWORKSHOP FACADE.

NEW WORKSHOP 1

UP

COS

381

COS

4876

D150

B10

61CO

S37

87

SHS-E

SHS-E

COL-EXCOL-EXCOL-EXCOL-EXCOL-EX

SHS-E

SHS-E

SHS-ESHS-E

COL-EXCOL-EXCOL-EXCOL-EX

CROSS BRACING

CROSS BRACING

NEW FIRE DOOR 150B TO BEINSTALLED BETWEEN THE EXISTINGSHS COLUMN (SHS-E) & EXISTINGWALL TOP HAT. SEE DEMOELEVATION FOR DETAILS.

NEW CONCRETE LANDING TO BEDOWELLED INTO THE EXISTINGLEVEL B CONCRETE FLOOR SLAB INACCORDANCE WITH STRUCTURALENGINEER'S DETAILS.

NEW CONCRETE LANDING &PLINTH TO BE BUILT ACCORDINGTO STRUCTURAL ENGINEER'SDETAILS.

LEGENDRELOCATEDNEWEXISTING

NOT IN SCOPE



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(Project Director)

1 : 50



19-A270

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

ROOF PLAN10.02.17

J. DAVID*

JL JL* DB*

ARCHITECTURE


TENDER

23-15844

SSSM BUILDING WORKS0


1000 2000 3000 4000 5000 mm

100

N

SCALE 1 : 5019-A100ROOF PLAN1


KEYNOTE DESCRIPTIONCC-4 CONCRETE - CONCRETE LANDING & STEP - TO

ENGINEER'S DESIGNCC-6 CONCRETE - REINFORCED CONCRETE LANDING TO

TOP OF RELOCATED STAIRS - TO ENGINEER'SDESIGN

COL-4 STEEL 152x6 CHS COLUMN. REFER STRUCTURALDWGS.

COL-EX EXISTING 250UB37 STEEL COLUMNDP-1 LYSAGHT COLORBOND DOWNPIPE WITH

RAINWATER HEAD-TO MATCH EXISTING SSSMBUILDING DOWNPIPES.REFER TO HYDRAULICENGINEER'S DWGS FOR ALL DETAILS.

DP-2 LYSAGHT COLORBOND OVER FLOW PIPE-TOMATCH DOWNPIPE. REFER TO HYDRAULICENGINEER'S DWGS FOR ALL DETAILS.

DP-E EXISTING 150 DIA DOWNPIPEF4 EXTERNAL LUMINAIREGU COLORBOND BOX GUTTER - BOX GUTTER 600mm

WIDE 150mm MIN DEPTHHR-E EXISTING STEEL HANDRAILRSH LYSAGHT TRIMDEK COLORBOND ROOF SHEETSSHS-E EXISTING 100x5 SHS. REFER STRUCTURAL DWGS.STR-E EXISTING STEEL STAIRCASE - REFER TO

STRUCTURAL DRAWINGS FOR DETAILSWA-10 EXISTING CHAIN MESH FENCING

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m


610.280 m

RLWSH - PARAPET

615.932 m

RLPARAPET- LEVEL B

619.742 m

CC-4

151A 150A

MECH-ACU

W2

F4

MECH-ACU

150B

DP-E

CC-2CC-3

HOIST DOOR

WA-01

NOSNOS

WA-08

DP-1

COL-4

STR-E

Sim2

19-A810

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

RLWSH - PARAPET

615.932 m

119-A810

W1WA-10

DP-1

WA-04

CC-2

WA-01

DP-1

COL-4

HR-E

STR-E

CCTV

MATERIAL: FIBRE CEMENTCOLOUR: WHITE ON WHITE (TO MATCH EXISTING)

COLOUR BOARD/FINISHES

MATERIAL: LYSAGHT COLORBOND KLIP-LOK 406COLOUR: SURFMIST

MATERIAL: LYSAGHT COLORBOND CUSTOM ORB CLADDINGCOLOUR & PROFILE (TO MATCH EXISTING)

COLOUR: DEEP OCEAN (TO MATCH EXISTING)

DOOR LEAFS WINDOW FRAMESEXTERNAL STAIR (STR)STRINGERS & POSTSDOWNPIPES (DP1)OVERFLOW PIPES (DP-2)

MATERIAL: DULUX METALSHIELD ENAMEL PAINT OR SIMILARCOLOUR: DEEP OCEAN COLORBOND B, C24

ROOF SHEETING (RSH)

WALLING (WA-01)

EXTERNAL FACADEPANELS (WA-02)

MATERIAL: DULUX METALSHIELD ENAMEL PAINT OR SIMILARCOLOUR: WHITE ON WHITE (TO MATCH EXISTING)

MATERIAL: COLORBOND SHEET METALCOLOUR: SURFMISTROOF FLASHINGS (RFL)

MATERIAL: HYCHEM EXPOXY ANTI-SLIP FLOOR COATINGOR SIMILAR ANTI SLIP FLOOR PAINT.

COLOUR: N54 BASALT

DOOR FRAMES

FLOOR FINISHES(FS-EP)

MATERIAL: COLORBOND SHEET METAL OR SIMILARCOLOUR: DEEP OCEAN

EXTERNAL LIGHT HOUSINGPARAPET CAPPING

STAIR NOSING(NOS)

MATERIAL: LATHAM 775SB 1428.1-2009 COMPLIANT EDGE SAFETY NOSING

COLOUR: BLUE LRV32.01

MATERIAL: ALUCOBOND PLUS COMPOSITECOLOUR: WHITE 16-101 (TO MATCH EXISTING)

INTERNAL SPANDRALPANELS (WA-04) & (WA-07)

MATERIAL: FIBRE CEMENTCOLOUR: WHITE ON WHITE (TO MATCH EXISTING)

EXTERNAL FACADEPANELS (WA-08)

ITEM & KEYNOTE SPECIFICATION & FINISHSAMPLEPROFILE



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DesignCheck

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Title

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(Project Director)

As indicated



19-A300

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

ELEVATIONS10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 5019-A220WSH - EAST ELEVATION1

SCALE 1 : 5019-A220WSH- SOUTH ELEVATION2

0


500 1000 1500 2000 2500 mm

50


KEYNOTE DESCRIPTIONCC-2 CONCRETE - CONCRETE PERIMETER HOB-TO BE POURED WITH FLOOR SLAB

- TO ENGINEER'S DESIGNCC-3 CONCRETE - CONCRETE EXTERNAL PATH-BRUSH FINISH WITH EXPANSION

JOINTS - TO ENGINEER'S DESIGNCC-4 CONCRETE - CONCRETE LANDING & STEP - TO ENGINEER'S DESIGNCCTV CCTV CAMERA TO BE REMOVED & REINSTATED WITH NEW CABLINGCOL-4 STEEL 152x6 CHS COLUMN. REFER STRUCTURAL DWGS.DP-1 LYSAGHT COLORBOND DOWNPIPE WITH RAINWATER HEAD-TO MATCH

EXISTING SSSM BUILDING DOWNPIPES.REFER TO HYDRAULIC ENGINEER'SDWGS FOR ALL DETAILS.

DP-E EXISTING 150 DIA DOWNPIPEF4 EXTERNAL LUMINAIREHR-E EXISTING STEEL HANDRAILMECH-ACU EXISTING A/C CONDENSORNOS LATHAM 775SB 1428.1-2009 COMPLIANT EDGE SAFETY NOSINGSTR-E EXISTING STEEL STAIRCASE - REFER TO STRUCTURAL DRAWINGS FOR

DETAILSW1 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL A-SOUTHW2 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL A-EASTWA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB CLADDING, 35mm STEEL TOP

HATS, PROMINA 60 BOARD, FLETCHER TITANTUFF™ WALL WRAP WITH R2.790MM PINK® SONOBATTS® PREMIUM, 92mm STEEL STUD FRAMING, 9mmCSR CEMINTEL FIBRE CEMENT WALL PANELS.

WA-04 INTERNAL VERTICAL FIRE SEPARATION WALL. IN: 13mm GYPROCK FYRCHEK,16mm GYPROCK FYRCHEK, 35mm TOP HATS FIXED TO EXISTING STUD WALL& PORTAL FRAME, EXISTING INTERNAL LINING :OUT (LEVEL B WORKSHOP) -MIN FRL 90/90/90,

WA-08 EXTERNAL PANELS - EXTERNAL GRADE FC WALL PANELS TO MATCHEXISTING

WA-10 EXISTING CHAIN MESH FENCING

RELOCATED A/C CONDENSERS. ALLOWFOR ALL ASSOCIATED WORK,INCLUDING PIPEWORK, PRESSURETESTING, CABLING AND SUPPORTS

19A93

19B21

EXISTING LEVEL BWORKSHOP

WORKSHOP 6

WORKSHOP 119A100

SimA

19-A450

SimB

19-A450

SimC

19-A450

SimD

19-A450

WA-07

COL-SC2 WA-07

SKT-2

BR-VB1

WA-07


150A 151A

19A104

19B21

WORKSHOP 4

WORKSHOP 119A100

W2 W1

WA-10

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

19A100WORKSHOP 1

COL-SC1COL-SC1COL-SC1 WA-01

W1

BR-VB1

BR-VB1

151A

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m


618.205 m


610.280 m

RLWSH - PARAPET

615.932 m

WA-E

WA-04

RSH

WA-02

FHR

151A

WORKSHOP 1

TO WORKSHOP4

Sim1

19-A451

SimF

19-A451

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m


610.280 m

07LG

19A105

WORKSHOP 5 &CHEMICAL STORE

19B21


CARPARK

SLOPED WALKWAY

WA-10WA-10

RELOCATED A/C CONDENSERSUNDER STAIRS. ALLOW FOR ALLASSOCIATED WORK, INCLUDINGPIPEWORK, PRESSURE TESTING,CABLING AND SUPPORTS. LEGEND




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DesignCheck

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(Project Director)

1 : 50



19-A400

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SECTIONS10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 5019-A220SECTION A-AA

SCALE 1 : 5019-A220SECTION B-BB

0


500 1000 1500 2000 2500 mm

50

SCALE 1 : 5019-A220SECTION C-CC

SCALE 1 : 5019-A220SECTION D-DD

SCALE 1 : 5019-A220SECTION E-EE

BUILDING FABRIC & FINISHES SCHEDULE..

KEYNOTE DESCRIPTIONBR-VB1 VERTICAL BRACE-76x3.2CHS. REFER STRUCTURAL DWGS.CC-4 CONCRETE - CONCRETE LANDING & STEP - TO ENGINEER'S

DESIGNCOL-SC1 STEEL 200UB25 COLUMN. REFER STRUCTURAL DWGS.COL-SC2 STEEL 76x6 SHS COLUMN. REFER STRUCTURAL DWGS.FHR FIRE HOSE REELHR-E EXISTING STEEL HANDRAILMECH-ACD AIR CONDITIONING DUCT - REFER TO MECHANICAL

DRAWINGSPU PURLIN-Z10012 @ 1200crs LAPPED 900.MIDSPAN BRIDGING.

REFER STRUCTURAL DWGS..RSH LYSAGHT TRIMDEK COLORBOND ROOF SHEETSSKT-2 ALUMINIUM SKIRTING-200mmHW1 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL

A-SOUTHW2 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL

A-EASTW9 EXISTING SINGLE GLAZED PANELS - PAINTED SURFACE TO

BE REMOVED FROM 6 WINDOWS AS INDICATED ON DRWA400A. THE REMAINING PANELS TO BE RE-PAINTED WHITE.

WA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB CLADDING, 35mmSTEEL TOP HATS, PROMINA 60 BOARD, FLETCHERTITANTUFF™ WALL WRAP WITH R2.7 90MM PINK®SONOBATTS® PREMIUM, 92mm STEEL STUD FRAMING, 9mmCSR CEMINTEL FIBRE CEMENT WALL PANELS.

WA-02 EXTERNAL WALL - OUT: EXTERIOR GRADE FC WALL PANELSTO MATCH EXISTING, EXISTING LEVEL B WALL :LEVEL BWORKSHOP

WA-04 INTERNAL VERTICAL FIRE SEPARATION WALL. IN: 13mmGYPROCK FYRCHEK, 16mm GYPROCK FYRCHEK, 35mm TOPHATS FIXED TO EXISTING STUD WALL & PORTAL FRAME,EXISTING INTERNAL LINING :OUT (LEVEL B WORKSHOP) - MINFRL 90/90/90,

WA-07 INTERNAL PANELS - 9mm FIBRE CEMENT WALL PANELSWA-10 EXISTING CHAIN MESH FENCINGWA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBER STUD

FRAMED EXTERNAL WALL

RLLEVEL B

614.960 m

RLWSH - PARAPET

615.932 m

PU

RSH

INS-RRF-SP

RF-SMGU

WD-WS1

OUT:1. LYSAGHT COLORBOND BOX GUTTER WITH

OVERFLOWS. REFER TO HYDRAULICDRAWINGS FOR SIZE & TYPE.

2. FLASHING3. INSULATION3. GUTTER BOARD4. EA & TOP HAT CONNECTIONS TO RAFTER

RA-RB1.IN:

FIXINGS & INSULATION TO BE IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS

GUTTER (GU)

OUT:1. LYSAGHT TRIMDEK COLORBOND ROOF SHEETS(RSH).2. FLETCHER ROOF RACK INSULATION SPACER(RF-SP)3. R3.5 130mm FLETCHER PERMASTOPREFLECTIVE INSULATION (INS-R)3. FLETCHER ROOFSAFE SAFETY MESH (RF-SM)IN:MIN TOTAL R3.7 UPWARDS CONSTRUCTIONFIXINGS TO BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS

ROOF

RA-RB1

COL-SC1

OUTSIDE

OUT:1. LYSAGHT CUSTOM ORB CLADDING2. 35mm STEEL BATTENS OR TOPHATS,3. PROMINA 60 BOARD4. FLETCHER TITANTUFF™ WALL WRAP WITH

R2.7 90MM PINK® SONOBATTS® PREMIUM5. STEEL STUD FRAMING6. 9mm CSR CEMINTEL FIBRE CEMENT WALLPANELS.IN:

MIN TOTAL R2.8 THERMAL PERFORMANCE

FIXINGS TO BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS

EXTERNAL WALL WA-01

3.00°

RLLEVEL A

611.460 m

CC-1

CC-5

COL-SC1W1

WALL & WINDOW FLASHINGSTO WALL MANUFACTURER'SSPECIFICATIONS

100CC-2

MONLOLITHIC HOB (CC-2) &FLOOR SLAB (CC-1). REFER TOSTRUCTURAL DETAILS.

IN:1. MONOLITHIC CONCRETE SLAB,

FOUNDATION & HOB2. WATERPROOF MEMBRANE.3. R1.0 RIGID INSULATION4. GRAVEL BASE5. COMPACTED FILLOUT:

MIN TOTAL R1.0 DOWNWARDSCONSTRUCTION

REFER TO STRUCTURALDRAWINGS FOR SLAB, SUBGRADE & SUB BASE DETAILS

SLAB & FOUNDATION

IN:1. 600mm WIDE CONCRETE MOWING

STRIP/SPOON DRAIN.3. 10mm JOINTEX MASTIC AT ALL JUNCTIONS4. TERMINATION OF WATERPROOFMEMBRANEOUT:

MOWING STRIP/SPOON DRAIN CC-5

SKT-2

200

EGL

NEW GROUNDLEVELSTO SUIT

NGL

NEW WORKSHOP 1OUTSIDE

WA-01

RLLEVEL A

611.460 m

D

SKT-2

WA-E

BRK-E

CC-1

NEW WORKSHOP 1

OUTSIDE

LOWER GROUND WORKSHOP 5

EXISTING DOUBLE BRICKRETAINING WALL (BRK-E)

SCREED TOP OF BRICK LEVEL WITH NEWSLAB CC-1 EPOXY PAINT TO MATCH NEWSLAB

COL-SC2

RLLEVEL B

614.960 m

D

RLWSH ROOF - LEVEL A

615.396 m

RLWSH - PARAPET

615.932 m

IN:

1. 13mm GYPROCK FYRCHEK2. 16mm GYROCK FYRCHEK,3. 35mm STEEL TOPHATS,4. EXISTING STUD WALL & PORTAL FRAME5. EXISTING INTERNAL LINING

19B21:

MIN FRL 90/90/90 & MIN TOTAL R2.8 THERMALPERFORMANCE. USE FIRE MASTIC FOR ALL SEALS

FIXINGS & FLASHINGS TO BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS

SPANDRAL VERTICAL FIRESEPARATION WALL WA.04

PURF-SP

RA-RB1

INS-RRSH

NEW FIRE SPRINKLER LINES.REFER DWG 19-H500.

COL-EX

NEW STEEL RAFTER RA-RB1 TO BE FIXEDTO EXISTING STEEL COLUMN COL-EX.REFER TO STRUCTURAL DRAWINGS FORDETAILS.

50x10 'U' GAL STEELPERIMETER TRIM. SEALWITH FIRE MASTIC.

FC SPANDRAL PANEL(WA-04)

COL-SC2

SEAL JUNCTIONS WITH COLOURBONDSURFMIST STEEL FLASHINGS (RFL) &MASTIC SEALANT TO WALLMANUFACTURER'S DETAILS

EXTERNAL WALL LEVEL BWA-02OUT:1. EXTERIOR GRADE FC WALL PANELS TO

MATCH EXISTING2. EXISTING WALL19B21:

SEAL JUNCTIONS WITHCOLOURBOND SURFMIST STEELFLASHINGS (RFL) & MASTICSEALANT TO WALLMANUFACTURER'S DETAILS

EXISTING LEVEL B WORKSHOP HIGHLEVEL WINDOW

EXISTING LEVEL B WORKSHOP WALL

OUTSIDE

INSIDE

WORKSHOP LEVEL B19B21

LOWERGROUND WORKSHOP 619A93

WA-02

WA-04

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

LEGEND

NEW

EXISTING



Drawn

Drafting

Approved

Date

Check

Designer

DesignCheck

DO NOT SCALE Client

Project

Title

Original Size




(Project Director)

As indicated



19-A450

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SECTION DETAILS - SHEET 110.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 1019-A400DETAIL SECTION BA

SCALE 1 : 1019-A400DETAIL SECTION AB

SCALE 1 : 1019-A400DETAIL SECTION CC

SCALE 1 : 1019-A400DETAIL SECTION DD

0


100 200 300 400 500 mm

10


KEYNOTE DESCRIPTIONBRK-E EXISTING DOUBLE BRICK RETAINING WALLCC-1 CONCRETE - FLOOR SLAB - TO ENGINEER'S DESIGNCC-2 CONCRETE - CONCRETE PERIMETER HOB-TO BE POURED WITH FLOOR SLAB -

TO ENGINEER'S DESIGNCC-5 CONCRETE - CONCRETE MOWING STRIP/SPOON DRAIN - 600mm WIDTHCOL-EX EXISTING 250UB37 STEEL COLUMNCOL-SC1 STEEL 200UB25 COLUMN. REFER STRUCTURAL DWGS.COL-SC2 STEEL 76x6 SHS COLUMN. REFER STRUCTURAL DWGS.FS-EP EXPOXY FLOOR FINISH - HYCHEM SF12FGGU COLORBOND BOX GUTTER - BOX GUTTER 600mm WIDE 150mm MIN DEPTHINS-R R3.5 130mm FLETCHER PERMASTOP REFLECTIVE INSULATION LAID OVER

SAFETY MESH (RF-SM) EXPOSED TO VIEWPU PURLIN-Z10012 @ 1200crs LAPPED 900.MIDSPAN BRIDGING. REFER

STRUCTURAL DWGS..RA-RB1 STEEL RAFTER-200UB25. REFER STRUCTURAL DWGS.RF-SM AS4389 COMPLIANT ROOF SAFETY MESH - FLETCHER ROOFSAFE SAFETY

MESHRF-SP INSULATION SPACER - FLETCHER ROOF RACKRSH LYSAGHT TRIMDEK COLORBOND ROOF SHEETSSKT-2 ALUMINIUM SKIRTING-200mmHW1 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL A-SOUTHWA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB CLADDING, 35mm STEEL TOP HATS,

PROMINA 60 BOARD, FLETCHER TITANTUFF™ WALL WRAP WITH R2.7 90MMPINK® SONOBATTS® PREMIUM, 92mm STEEL STUD FRAMING, 9mm CSRCEMINTEL FIBRE CEMENT WALL PANELS.

WA-02 EXTERNAL WALL - OUT: EXTERIOR GRADE FC WALL PANELS TO MATCHEXISTING, EXISTING LEVEL B WALL :LEVEL B WORKSHOP

WA-04 INTERNAL VERTICAL FIRE SEPARATION WALL. IN: 13mm GYPROCK FYRCHEK,16mm GYPROCK FYRCHEK, 35mm TOP HATS FIXED TO EXISTING STUD WALL &PORTAL FRAME, EXISTING INTERNAL LINING :OUT (LEVEL B WORKSHOP) - MINFRL 90/90/90,

WA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBER STUD FRAMED EXTERNALWALL

WD-WS1 WINDOW SUPPORT-150PFC. REFER STRUCTURAL DWGS.

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

XX1

RLWSH - PARAPET

615.932 m

RLWSH - LIGHTING LEVEL A

613.860 m

NEW EXTERNAL GRADE CFCPANEL TO MATCH EXISTING

NEW LYSAGHT COLORBONDSURFMIST STEEL PANEL (RFL)FIXED TO EXISTING FACADE FIXINGSYSTEM IN ACCORDANCE WITHLYSAGHT RECOMMENDATIONS.

NEW FACADE FIXING SYSTEM WITHFLASHINGS TO LYSAGHTRECOMMENDATIONS.

FIX NEW FC PANELS TO THEEXISTING FIXING SYSTEM

FIX NEW EXTERNAL GRADE CFCPANELS TO EXISTING SYSTEM

INS-R

PU

RA-RB2

COL-SC2

EXTERNAL FILM ON GLAZEDPANELS TO BE REMOVED.CLEAN WINDOWS, REAPPLYPAINT TO FRAME & CLEANCONCRETE HOB

REFER TO STRUCTURALDRAWINGS FOR ALL EXISTINGTO NEW CONCRETE FLOORSLAB DETAILS.

WA-07

EXISTING INTERNALSTEEL PORTAL FRAME

SSSM HALL INSIDE

OUTSIDE

EXISTING CONCRETE HOBGENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

LEGEND

NEW

EXISTING

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

XX5

RLWSH - PARAPET

615.932 m

1. LYSAGHT COLORBOND STEEL CAPPING2. LYSAGHT C0LORBOND STEEL (SURFMIST)3. WATERPROOF MEMBRANE4. FLASHING5. STEEL APRON FOR OVER FLOW6. STEEL BATTEN7. CAVITY SPRAY FOAM8. 92mm STEEL STUD FRAMING9. FLETCHER TITANTUFF WALL WRAP10. PROMINA 60 BOARD11. 35mm STEEL TOP HATS12. LYSAGHT CUSTOM ORB CLADDING TO

MATCH EXISTING

FIXINGS & FLASHING TO BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS

FIXINGS & FLASHINGSTO BE IN ACCORDANCEWITH WALLMANUFACTURER'SSPECIFICATIONS

1% FALL

LN-FD CC-3CC-1

SKT-2

WA-01

PURF-SPINS-R

RA-RB1

ST-S1

100X10 EA GIRT POSTWELDED TO SC1 COLUMNTYPICAL. REFER TOSTRUCTURAL DRAWINGSFOR ALL STRUCTURALDETAILS

151A

F4

FIXINGS & FLASHINGS TO BE INACCORDANCE WITH WALLMANUFACTURER'SSPECIFICATIONS

10mm JOINTEX

REFER TO ELECTRICALDRAWING FOR ALLLIGHTING DETAILS.

LINEAR FLOOR DRAIN (LN-FD)TO BE INSTALLED INACCORDANCE WITHMANUFACTURER'S DETAILS

INSIDE NEWWORKSHOP

OUTSIDE

OUTSIDE

PARAPET

WA-02



Drawn

Drafting

Approved

Date

Check

Designer

DesignCheck

DO NOT SCALE Client

Project

Title

Original Size




(Project Director)

As indicated



19-A451

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

SECTION DETAILS - SHEET 210.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 1019-A400DETAIL SECTION FF


KEYNOTE DESCRIPTIONCC-1 CONCRETE - FLOOR SLAB - TO ENGINEER'S DESIGNCC-3 CONCRETE - CONCRETE EXTERNAL PATH-BRUSH FINISH WITH

EXPANSION JOINTS - TO ENGINEER'S DESIGNCOL-SC2 STEEL 76x6 SHS COLUMN. REFER STRUCTURAL DWGS.F4 EXTERNAL LUMINAIREINS-R R3.5 130mm FLETCHER PERMASTOP REFLECTIVE INSULATION

LAID OVER SAFETY MESH (RF-SM) EXPOSED TO VIEWLN-FD STORMTECH LINEAR DRAINAGE SYSTEM - HYDRAULIC ENGINEER

TO SPECIFY DIMENSIONSPU PURLIN-Z10012 @ 1200crs LAPPED 900.MIDSPAN BRIDGING.

REFER STRUCTURAL DWGS..RA-RB1 STEEL RAFTER-200UB25. REFER STRUCTURAL DWGS.RA-RB2 STEEL RAFTER-150PFC. REFER STRUCTURAL DWGS.RF-SP INSULATION SPACER - FLETCHER ROOF RACKSKT-2 ALUMINIUM SKIRTING-200mmHST-S1 STEEL STRUT-150PFC. REFER STRUCTURAL DWGS.WA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB CLADDING, 35mm

STEEL TOP HATS, PROMINA 60 BOARD, FLETCHER TITANTUFF™WALL WRAP WITH R2.7 90MM PINK® SONOBATTS® PREMIUM,92mm STEEL STUD FRAMING, 9mm CSR CEMINTEL FIBRE CEMENTWALL PANELS.

WA-02 EXTERNAL WALL - OUT: EXTERIOR GRADE FC WALL PANELS TOMATCH EXISTING, EXISTING LEVEL B WALL :LEVEL B WORKSHOP

WA-07 INTERNAL PANELS - 9mm FIBRE CEMENT WALL PANELS

0


100 200 300 400 500 mm

10

SCALE 1 : 1019-A400DETAIL SECTION E1

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

LEGEND


NOT IN SCOPE

SKT-2

WA-03EXISTING CONCRETE COLUMN

DOOR TO SUIT WIDTH860

WA-G

COS973

COS300 dia

COS2552

COS

3250

154A

200

SS WALL GUARDS (WA-G)

NEW FC LINED STUDWALL (WA-03)

WORKSHOP 3 WORKSHOP 4 WORKSHOP 6

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

WA-E

SKT-2

WA-03

EX1WORKSHOP 4

WA-G

NEW 9mm FC LININGS,ACOUSTIC INSULATION &SKIRTINGS SK-02 ON ALLEXISTING PLYWOODWALLS IN WORKSHOP 4

COS5050110

2124

WORKSHOP 1

SKT-2

W2

WORKSHOP 5

CONCRETE SCREED TO MATCH FLOORLEVEL OF NEW WORKSHOP 1 & EXISTINGWORKSHOP 3 FLOOR SLABS (0 RL). EPOXYFINISH (FS-EP) AS SPECIFIED.

COS

80

CC-1

NEW WORKSHOP 1CONCRETE FLOOR SLAB(CC-1)

NEW FC LINED STUD WALL (WA-03)

NEW WALL OPENING

WORKSHOP 4EX1

WA-G

SKT-2 SKT-2

EXISTING COLUMN

WORKSHOP 1

WA-G WA-GWALL INFILL

SKT-2

WA-05

SKT-2

WORKSHOP 3

2140

EXIT LIGHTING (EX1)RUNNING MAN EXIT LUMINAIRETO MATCH EXISTING.

WORKSHOP 6

COS1393

COS630

COS1233

COS574

INFILL WALL WA-05 THEN LINEENTIRE WALL WITH FCPAINTED TO MATCH EXISTING

NEW OPENING WITH SS WALLGUARD (WA-G)

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

2140

1800

CONCRETE SCREED TO MATCH LEVEL OFWORKSHOP 1 & 3 FLOOR SLABS (0 RL).EPOXY FINISH (FS-EP) AS SPECIFIED.

COS

80

WORKSHOP 4WORKSHOP2 & 3

SKT-2

WA-05

WA-E

EXISTING COLUMN EXISTING COLUMN

1360 1000

WA-GWA-G

SKT-2

WA-03

NEW 9mm FC LININGS,ACOUSTIC INSULATION &SKIRTINGS SK-02 ON ALLEXISTING WALLS INWORKSHOP 4

NEW OPENING WITH SSWALL GUARDS (WA-G)

WORKSHOP 5WORKSHOP 1

CC-1



Drawn

Drafting

Approved

Date

Check

Designer

DesignCheck

DO NOT SCALE Client

Project

Title

Original Size




(Project Director)

As indicated



19-A560

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

INTERNAL ELEVATIONS - WORKSHOP 4 - 19A10417.08.16

J. DAVID*

JL JL* DB*

ARCHITECTURE


FOR TENDER

23-15844

HPC SSSM BUILDING WORKS0


200 400 600 800 1000 mm

20

N

SCALE 1 : 2019-A220INT ELEVATION A - RM 19A104A

SCALE 1 : 2019-A220INT ELEVATION B - RM 19A104B

SCALE 1 : 2019-A220INT ELEVATION C - RM 19A104C

SCALE 1 : 2019-A220INT ELEVATION D - RM 19A104D


KEYNOTE DESCRIPTIONCC-1 CONCRETE - FLOOR SLAB - TO ENGINEER'S DESIGNEX1 EMERGENCY EXIT SIGNAGE-SINGLE SIDED-RUNNING MANSKT-2 ALUMINIUM SKIRTING-200mmHW2 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL

A-EASTWA-03 INTERNAL WALL - IN: 9mm FC SHEETING,92mm RONDO

STEEL STUDS WITH ACOUSTIC INSULATION,9mm FCSHEETING : OUT

WA-05 INTERNAL WALL - TO INFILL OPENING - LYSAGHT CUSTOMORB CLADDING, WALL INSULATION (OPTIONAL), 92mmSTEEL STUD FRAMING, PLYWOOD, . WALL TO MATCHEXISTING

WA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBER STUDFRAMED EXTERNAL WALL

WA-G S/S WALL GUARD

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

LEGEND


NOT IN SCOPE

SKT-2

WA-03EXISTING CONCRETE COLUMN

DOOR TO SUIT WIDTH860

WA-G

COS973

COS300 dia

COS2552

COS

3250

154A

200

SS WALL GUARDS (WA-G)

NEW FC LINED STUDWALL (WA-03)

WORKSHOP 3 WORKSHOP 4 WORKSHOP 6

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

WA-E

SKT-2

WA-03

EX1WORKSHOP 4

WA-G

NEW 9mm FC LININGS,ACOUSTIC INSULATION &SKIRTINGS SK-02 ON ALLEXISTING PLYWOODWALLS IN WORKSHOP 4

COS5050110

2124

WORKSHOP 1

SKT-2

W2

WORKSHOP 5

CONCRETE SCREED TO MATCH FLOORLEVEL OF NEW WORKSHOP 1 & EXISTINGWORKSHOP 3 FLOOR SLABS (0 RL). EPOXYFINISH (FS-EP) AS SPECIFIED.

COS

80

CC-1

NEW WORKSHOP 1CONCRETE FLOOR SLAB(CC-1)

NEW FC LINED STUD WALL (WA-03)

NEW WALL OPENING

WORKSHOP 4EX1

WA-G

SKT-2 SKT-2

EXISTING COLUMN

WORKSHOP1

WA-G WA-GWALL INFILL

SKT-2

WA-05

SKT-2

WORKSHOP 3

2140

EXIT LIGHTING (EX1)RUNNING MAN EXIT LUMINAIRETO MATCH EXISTING.

WORKSHOP 6

COS1393

COS630

COS1233

COS574

INFILL WALL WA-05 THEN LINEENTIRE WALL WITH FCPAINTED TO MATCH EXISTING

NEW OPENING WITH SS WALLGUARD (WA-G)

RLLEVEL B

614.960 m

RLLEVEL A

611.460 m

2140

1800

CONCRETE SCREED TO MATCH LEVEL OFWORKSHOP 1 & 3 FLOOR SLABS (0 RL).EPOXY FINISH (FS-EP) AS SPECIFIED.

COS

80

WORKSHOP 4WORKSHOP2 & 3

SKT-2

WA-05

WA-E

EXISTING COLUMN EXISTING COLUMN

1360 1000

WA-GWA-G

SKT-2

WA-03

NEW 9mm FC LININGS,ACOUSTIC INSULATION &SKIRTINGS SK-02 ON ALLEXISTING WALLS INWORKSHOP 4

NEW OPENING WITH SSWALL GUARDS (WA-G)


CC-1



Drawn

Drafting

Approved

Date

Check

Designer

DesignCheck

DO NOT SCALE Client

Project

Title

Original Size




(Project Director)

As indicated



19-A560

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

INTERNAL ELEVATIONS - WORKSHOP 4 - 19A10417.08.16

J. DAVID*

JL JL* DB*

ARCHITECTURE


FOR TENDER

23-15844

HPC SSSM BUILDING WORKS0


200 400 600 800 1000 mm

20

N

SCALE 1 : 2019-A220INT ELEVATION A - RM 19A104A

SCALE 1 : 2019-A220INT ELEVATION B - RM 19A104B

SCALE 1 : 2019-A220INT ELEVATION C - RM 19A104C

SCALE 1 : 2019-A220INT ELEVATION D - RM 19A104D


KEYNOTE DESCRIPTIONCC-1 CONCRETE - FLOOR SLAB - TO ENGINEER'S DESIGNEX1 EMERGENCY EXIT SIGNAGE-SINGLE SIDED-RUNNING MANSKT-2 ALUMINIUM SKIRTING-200mmHW2 NEW DOUBLE GLAZED LIDCO 715 SERIES SYSTEM-LEVEL

A-EASTWA-03 INTERNAL WALL - IN: 9mm FC SHEETING,92mm RONDO

STEEL STUDS WITH ACOUSTIC INSULATION,9mm FCSHEETING : OUT

WA-05 INTERNAL WALL - TO INFILL OPENING - LYSAGHT CUSTOMORB CLADDING, WALL INSULATION (OPTIONAL), 92mmSTEEL STUD FRAMING, PLYWOOD, . WALL TO MATCHEXISTING

WA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBER STUDFRAMED EXTERNAL WALL

WA-G S/S WALL GUARD

1020

S1

H

H

H

H

HA2120

EXTERNAL ELEVATION

SECURITY CARD READER (CDR)CARD ENTRY & EXIT PROXIMITYREADER TO MATCH EXISTING

FIRE EXIT SIGNAGE (S1)SIGNAGE TO READ "FIRESAFETY DOOR, DO NOTOBSTRUCT, DO NOT KEEPOPEN" IN COMPLIANCE WITHNCC, BCA D2.23(B)(i).SIGNAGE MATERIAL TOMATCH EXISTING.

HINGE (H)4 OFF 100 x 75 x 2.5mmNOVAS BUTTON TIPPED S/SBALL BEARING TYPE HINGESOR SIMILAR. MINIMUM 4 PERDOOR, FIXED PIN.

150A

CDR

LEVER PLATE & HANDLE (HA)NOVAS SERIES P - LEVER 50WITH SNIB DOOR & KEYHOLEOR A SIMILAR AS1428.1COMPLIANT DOOR HANDLE.HANDLE TO BE INSTALLED @1000mm FROM FFL.

KP

KICK PANEL (KP)KICKPLATE - 304 S/SCONCRETE HOB HEIGHT xDOOR LEAF WIDTH, TO BESCREWED AND GLUED INTOPOSITION. FIXINGS ONSECURE SIDE ONLY.

1000

RLLEVEL A

611.460 m

S1

1000

INTERNAL ELEVATION

PB

KP 300

LIGHT SWITCHESCOMFIRM & CO-ORDINATEWITH ELECTRICALDRAWINGS

1300

EX1

EXIT LIGHTING (EX1)RUNNING MAN EXIT LUMINAIRETO MATCH EXISTING. REFERELECTRICAL DWGS FORDETAILS.

PUSH BAR EMERGENCY EXIT (PB)LOCKWOOD 9300/9500 SERIESELECTROMECHANICAL VERTICALTYPE PANIC EXIT DEVICE.

SKT-2 SKT-2

KICK PANEL (KP)KICKPLATE - 304 S/S 300mmh xDOOR LEAF WIDTH, TO BESCREWED AND GLUED INTOPOSITION. FIXINGS ONINTERNAL SIDE.

DOOR FRAME50mm WIDTH STEEL DOORFRAMES WITH 1.6mm BMT .

DOOR LEAFPAINTED TIMBER SOLID CORE45mm 2HR FIRE RATED DOORWITH NO EDGE TRIM.

150A

DC DOOR CLOSER (DC)FOR AS1428.1 COMPLIANCE THEFORCE TO OPEN & CLOSE DOORSHALL NOT EXCEED 20N.RECOMMENDED, GEZE TS4000 DANHO SIL SCISSOR ARM OR ASIMILAR AS1428.1 COMPLIANTSYSTEM. .

RS

REED SWITCH (RS)TO MATCH EXISTING

CDR

BGD

BREAK GLASSDETECTOR (BGD)TO MATCH EXISTING

2700

EXTERNAL ELEVATIONRLLEVEL A

611.460 m

2180

240

2700

INTERNAL ELEVATION

FB FB

FLUSH BOLTADI SLIMLINE SL5 PADLOCKWITH MASTER KEY SYSTEM

DRUM

AS1905.2 COMPLIANT SERIES75 AIRPORT ROLLER SHUTTERSWITH 2 HR FIRE RATING. TO BEPOWDERCOATED TO THECOLOUR SPECIFIED IN THECOLOURBOARD ON DWG A300.

S1

KP

H

H

H

H

HA

EXTERNAL ELEVATION

1000

2060

1020

CDR

1300

300

RLLEVEL B

614.960 m

KP

INTERNAL ELEVATION

S1

PB

EX1

DC

DOOR FRAME50mm WIDTH STEEL DOORFRAMES WITH 1.6mm BMT.TO BE CO-ORDINATED WITHTHE FACADE WORKS.

DOOR LEAFPAINTED TIMBER SOLID CORE45mm 2HR FIRE RATED DOORWITH NO EDGE TRIM.

RS

CDRBGD

EXIT LIGHTING (EX1)SECURELY FIX RUNNING MANEXIT LUMINAIRE TO WINDOWFRAME. LIGHT SIGNAGE TOMATCH EXISTING. REFERELECTRICAL DWGS FORDETAILS.

LEVEL B

BGD BREAK GLASS DETECTORCDR SECURITY CARD READERDC DOOR CLOSEREX1 RUNNING MAN EXIT SIGNAGEH HINGESHA HANDLES & PLATESKP S/S KICKPLATESPB PUSH BAR EXITRS REED SWITCHSKT SKIRTINGVS VISION PANEL

DOOR LEGEND

ALL DOOR FRAMES AND DOOR LEAFS ARE TO BE CONFIRMEDBY CONTRACTOR WITH FINAL WALL DIMENSIONS PRIOR TOFABRICATION. ALL DOOR HARDWARE IS TO BE INSTALLED BY AQUALIFIED LOCKSMITH, PROVIDE EVIDENCE OF QUALIFICATIONS.CONTRACTOR SHALL CONFIRM THE LENGTH OF BACKSETS FORALL DOORS FITTED WITH FIRE SEALS AND PROVIDE CORRECTLENGTH TO SUIT. HEAD CONTRACTOR AND THE DOORCONTRACTOR SHALL CO ORDINATE THE INSTALLATION OF ALLDOOR HARDWARE DEVICES TO AVOID CUTTING SEALS ANDFOULING DOOR HARDWARE.ALL DOORS & DOOR HARDWARE TO BE SELECTED &CONSTRUCTED TO AS/NZS 1905.1 (2HR RATED FIRE DOOR) &AS1428.1 (DESIGN FOR ACCESS & MOBILITY).

DOOR NOTES & SPECIFICATIONS

GENERAL NOTES

TO BE COMPATABLE WITH THE EXISTING CARD SYSTEM ASSPECIFIED BY AUSTRALIAN SPORTS COMMISSION (ASC). USE AMAGNETIC REED SWITCH TO MATCH EXISTING. PROGRAMME CARDREADER TO DEACTIVATE DOOR LOCK ON FIRE TRIP OR POWERFAILURE. OBTAIN NEW CYLINDERS & KEY TO EXISTING KEYINGSYSTEM. ASC TO CONFIRM ALL KEYING SYSTEMS. CONTRACTORTO PROVIDE KEYING SCHEDULE FOR APPROVAL

CARD & KEYING SYSTEMS (CDR)

DOOR CLOSERS TO HAVE ALL NECESSARY BRACKET, FIXINGS,CORRECT VALVES AND BE SELECTED TO SUIT THE DOOR LEAFSIZE AND FUNCTION. DOOR CLOSERS TO HAVE ABILITY TO BEADJUSTED TO 1 AND 20N OPENING FORCE TO COMPLY WITHAS1428.1. CO-ORDINATE CLOSER WITH ALL SECURITY FIXTURES.IT MAY BE NECESSARY TO HAVE THE CLOSER EXTERNALLY ORINTERNALLY MOUNTED DEPENDING ON REMAINING SPACEALLOWANCES .

CLOSERS (DC)

DOOR FRAME & JAMB TO BE FIRE RATED. TYPICALLY SECUREDOOR FRAMES BACK TO STRUCTURE. DOOR FRAME FROM THEFACTORY MUST BE FABRICATED WITH CUT OUTS AND BACKINGPLATES TO ACCOMMODATE THE STRIKER TONGUE AND FERRULEPLATES. TYPICALLY ALLOW A 5mm TOLERANCE BETWEEN FRAMEEDGE AND BASE WALL, SEAL GAP WITH MASTIC FIRE RATEDSEALANT. TYPICALLY ALLOW A 2mm TOLERANCE BETWEEN DOORFRAME AND BACK OF REBATE AND 1mm AT THE FACE. BASEMETAL THICKNESS OF A MINIMUM 1.6 MM.

DOOR FRAME & JAMB

PROVIDE ALL HARDWARE, SEALS AND INTERFACE / COORDINATEWITH SECURITY DEVICES & ACCESS CONTROL SYSTEMS IFSPECIFIED. DOOR LEAF MUST BE FIRE RATED TO 2 HOURS.

DOOR LEAF

ALL EXPOSED FIXINGS TO BE ON THE SECURE SIDE.TYPICALLY PRIMARY DOOR HARDWARE TO BE 1000mm FROM THEFINISHED FLOOR LEVEL.

FURNITURE TYPE (HA)

CONTRACTOR TO CONFIRM SPECIFIED HINGE TYPE PRIOR TOORDERING. WELD HINGES TO FRAME OR USE POP RIVETS.

HINGE TYPE

ALL KICK PLATES TO BE SCREWED AND GLUED IN POSITION ANDPROVIDED TO BOTH SIDES OF THE DOOR LEAF. ALLOW FORBOTTOM THRESHOLD SEALS

KICK PLATES

ALL VISIBLE FIXINGS TO BE ON THE SECURE SIDE. ALL HANDLESTO BE SELECTED & INSTALLED TO BE AS1428.1 COMPLIANT LEVERHANDLES.

LEVER PLATES

FIRE DOOR SEALS REQUIREDTHRESHOLD PLATE: RAVEN RP115, WIDE THRESHOLD PLATE

75x6mmHEAD: RAVEN RP120 BAT WINGJAMB: RAVEN RP78Si

ALL DOOR & DOOR THRESHOLDS MUST BE CONSTRUCTED TOAS1428.1 & FIRE RATED

SEALS

NOVAS 250 SC, DOOR STOPS TO LIMIT WALL DAMAGE BY DOORHANDLES BUT POSITIONED TO AVOID TRIPPING.

STOPS

CLIENT TO CONFIRM IF STRIKER SHIELDS ARE REQUIRED. IFREQUIRED USE NOVAS NH097 GRADE 316 STEEL STRIKER SHIELD.

STRIKER SHIELD (SS)

ROLLER DOOR NOTES & SPECIFICATIONS

GENERAL NOTES

KEYING SYSTEM TO MATCH EXISTING BUILDING SYSTEM.CONTRACTOR TO PROVIDE KEYING SCHEDULE FOR APPROVALAND KEYING HIERARCHY, CONSULT WITH CLIENT FOR MASTERKEYING SYSTEM AND HIERARCHY.HAND-OPERATEDSERIES 75 ROLLER SHUTTERS ARE FITTED WITH TWOSHOOT-BOLTS, FITTED INTERNALLY OR EXTERNALLY TO EACHEND OF THE BOTTOM RAIL.CHAIN OPERATEDSTEEL ROLLER SHUTTERS ARE TO BE FITTED WITH A STEELCHAIN LOCK DESIGNED TO ACCOMMODATE A PAD BOLT.ELECTRIC OPERATED (MOTORISED)DOORS ARE SECURED BY THE MOTOR AND ITS CONTROLS.

KEYING/LOCKING SYSTEMS

PROVIDE WIND LOCK END CLIPS AND GUIDES TO RETAIN THECURTAIN IN WIDE OPENINGS OR UNDER EXTREME WINDCONDITIONS. WINDLOCK CLIPS SHALL BEINSTALLED AND 1.6MM HD ALUM. BOX SECTION SHALL BEINSTALLED AT THE BOTTOM AND FITTED WITH A FIRE & WEATHERSEAL.

WINDLOCKSMAXIMUM DRUM DEFLECTION: 1/360TH OF THE SPAN.SPRINGS: HELICAL TORSION SPRINGS HOUSED IN THE DRUM ANDARRANGED TO COUNTERBALANCE THE CURTAIN WEIGHT WITHOUTEXCEEDING THE SAFE WORKING STRESS OF THE SPRING MATERIAL.

DRUM

PROVIDE DOORS WITH METAL FRAME AND FACINGS TO MATCHTHE CURTAIN, AND MANUFACTURER’S STANDARD LOCKSET ANDFURNITURE.

WICKETS

CLIENT TO CONFIRM OPERATION TYPE.MANUAL OPERATION- INSTALL SO THAT THE FORCE REQUIRED TO OPERATE THE DOOR

MANUALLY DOES NOT EXCEED 220 N.MOTORISED OPERATION- MANUAL RELEASE HANDLE TO DISENGAGE DOOR FROM DRIVE

MECHANISM IN THE EVENT OF A POWER FAILURE.- OPERATION BY BATTERY-POWERED RADIO REMOTE

CONTROLLER, SUPPLIED AS PART OF THE SYSTEM.. QUANTITY OF PROGRAMMED REMOTE CONTROLLERS: CLIENT TO

CONFIRM. MEMORY REGISTER QUANTITY: CLIENT TO CONFIRM- ADDITIONAL OPERATION BY PUSH-BUTTON OR KEY SWITCH,

LOCATED 1500 MM ABOVE FLOOR LEVEL.

OPERATION

REQUIREMENT: INSTALL FRAMES AS FOLLOWS:- PLUMB, LEVEL, STRAIGHT, TRUE, AND WITHIN TOLERANCES AND

CLEARANCES RECOMMENDED BY THE MANUFACTURER.- FIXED OR ANCHORED TO THE BUILDING STRUCTURE USING

MECHANICAL FIXINGS SUITABLE FOR THE SUBSTRATE AND THEIMPOSED LOADS.

- ISOLATED FROM ANY BUILDING LOADS, INCLUDING LOADS CAUSEDBY STRUCTURAL DEFLECTION OR SHORTENING.

FRAMES

PROVIDE A STIFFENING MEMBER AS FOLLOWS:- INTERLOCKING WITH THE BOTTOM EDGE OR LOWEST PART OF THE

CURTAIN.- EXTENDING BETWEEN THE INNER FACES OF THE VERTICAL GUIDES.- FORMED OR ADAPTED AS REQUIRED TO FOLLOW THE CONTOUR OF A

SLOPING FLOOR OR THRESHOLD.- ADAPTED TO HOUSE A LOCKING DEVICE, IF REQUIRED.

BOTTOM RAIL

AS1905.2 COMPLIANT SERIES 75 AIRPORT ROLLER SHUTTERS WITH 2HR FIRE RATING. ROLL FORMED 1.0mm GALVANISED STEEL SLATSWITH 75mm PROFILE ARE TO BE POWDERCOATED TO THE COLOURSPECIFIED IN THE COLOURBOARD ON DWG A300.

TYPE & FINISH

2HR FIRE RATED DOOR GUIDES ARE TO BE MANUFACTURED FROM2.5MM THICK ROLL-FORMED GALVANISED STEEL WITH A DEPTH OF78mm. DOOR GUIDES ARE WELDED DIRECTLY TO STEEL COLUMNS.

GUIDES

THE ROLLER DOOR FRAME AND SHUTTER ARE TO BECONFIRMED BY CONTRACTOR WITH FINAL WALL DIMENSIONSPRIOR TO FABRICATION. ALL DOOR HARDWARE IS TO BEINSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. HEAD CONTRACTOR AND THE DOORCONTRACTOR SHALL CO ORDINATE THE INSTALLATION OF ALLDOOR HARDWARE.

ADI SLIMLINE SL5 PADLOCK WITH MASTER KEY SYSTEM. THE FIXINGSSHOULD BE BOLTED RIGHT THROUGH THE DOOR LEAF WITH DOMEDHEADS ON THE EXTERNAL SIDE. WHEN USED ON ROLLER DOORSPROVIDE OPERATION LIMITER TO AVOID OVER LOADING THE MOTORS.

FLUSH BOLT

PROVIDE RAVEN FIRE DOOR & WEATHER SEALSJAMB : REFER WIND LOCKSTHRESHOLD: RAVEN RP115, WIDE THRESHOLD PLATE 75x6mmHEAD: RAVEN RP74

SEALS

GENERAL NOTES:


1.

2.

3.

4.

5.

6.

7.

8.

9.10.

INTERNAL ELEVATION

83DOOR TO SUIT WIDTH

820 79

KP

H

H

H

H

HA

VP

DCEXISTINGCOLUMN

S3

CONTRACTOR TO PROVIDENON FIRE EGRESS DOOR TOSUIT WIDTH BETWEENEXISTING WALL & COLUMN.

RS

RLLEVEL A

611.460 m

XX2

EXTERNAL ELEVATION

KP

HA

VP

STEP DOWN AT DOORTHRESHOLD TOWORKSHOP 5 - 19A105.CHECK LEVELS ON SITE

WA-03

S2

8021

00

700

300

200

600

200

WARNING SIGNAGE (S2)SIGNAGE TO READ,"WARNING, STEP UP".SIGNAGE MATERIAL TOMATCH EXISTING.

VISION PANEL (VS)AS1288 COMPLIANTSAFETY GLASS

WARNING SIGNAGE (S3)SIGNAGE TO READ,"WARNING, STEPDOWN". SIGNAGEMATERIAL TO MATCHEXISTING.



Drawn

Drafting

Approved

Date

Check

Designer

DesignCheck

DO NOT SCALE Client

Project

Title

Original Size




(Project Director)

As indicated



19-A800

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

DOOR ELEVATION & SPECIFICATIONS10.02.17

J. DAVID*

JL JL* DB*



TENDER

23-15844


SCALE 1 : 20DOOR ELEVATIONS 150A

SCALE 1 : 20DOOR ELEVATIONS 151A

SCALE 1 : 20DOOR ELEVATIONS 150B

0


200 400 600 800 1000 mm

20

SCALE 1 : 20DOOR ELEVATION 154A

RLLEVEL A

611.460 m

D

C L10

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NEW DOUBLE GLAZED LIDCO 715 SERIESFRAMING TO MATCH EXISTING. GLASSTO BE AS1288 COMPLIANT WITH HIGHSOLAR PERFORMANCE. USE FLASHINGSTO MATCH THE COLOUR OF ADJACENTWALL. FIRE SEALANT FOR JOINTING.

3000

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GENERAL NOTES:


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4.

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6.

7.

8.

9.10.

LEGEND

NEW

EXISTING

CLIENT TO VIEW A MOCK OF SAMPLE OR INSPECTA COMPLETED BUILDING BEFORE CONFIRMATIONIS GIVEN TO GLASS DESIGN/ SPECIFICATION.- PROVIDE NEW WINDOW SILL AND FLASHINGS.- ALL DIMENSIONS, SETOUTS, LEVELS AND FINISHBUILDINGS RL'S TO BE CONFIRMED ON SITEBEFORE COMMENCING WORK. DO NOT SCALEDRAWINGS.- CHECK ON SITE ALL BUILT DIMENSIONS &EXISTING STRUCTURE MEASUREMENTS PRIOR TOSHOP DRAWINGS AND FABRICATION.CONTRACTOR TO PROVIDE SHOP DRAWINGS FORARCHITECTURE APPROVAL PRIOR TO ANYFABRICATION OF WORKS.NOM DIM* - NOMINAL DIMENSIONS - REFERMECHANICAL ENG. DRAWINGS FOR DETAILS(GRILLES DIMENSIONS, TYPES, AND FIXINGDIMENSION ABOVE FFL)

WINDOW NOTES & SPECIFICATIONS

GENERAL NOTES

ALL GLASS TO BE SELECTED AND INSTALLED INACCORDANCE BUT NOT EXCLUSIVELY WITH THEFOLLOWING AUSTRALIAN AND/ OR NEW ZEALANDSTANDARDS.- AS 1288 GLASS IN BUILDINGS SELECTION ANDINSTALLATION- AS 1170 MINIMUM WIND LOADS ON STRUCTURES- AS/NZ 2208 SAFETY GLAZING MATERIALS INBUILDINGS- AS/NZ 4666 INSULATING GLASS UNITS- AS/NZ 4667 QUALITY REQUIREMENTS FORCUT-TO-SIZE AND PROCESSED GLASS

AUSTRALIAN STANDARDS

PROVIDE JOINTING MATERIALS TO MANUFACTURER'SRECOMMENDATIONS WHICH ARE COMPATIBLE WITH EACH OTHERAND WITH THE CONTACT SURFACES AND NON-STAINING TOFINISHED SURFACES. DO NOT PROVIDE BITUMINOUS MATERIALSON ABSORBENT SURFACES.MAKE ACCURATELY FITTED TIGHT JOINTS SO THAT NEITHERFASTENERS NOR FIXING DEVICES SUCH AS PINS, SCREWS,ADHESIVES AND PRESSURE INDENTATIONS ARE VISIBLE ONEXPOSED SURFACES.SEALANTS: IF PRIMING IS RECOMMENDED, PRIME SURFACES INCONTACT WITH JOINTING MATERIALS. IF FRAMES ARE POWDERCOATED, APPLY A NEUTRAL CURE SEALANT.

JOINTING

GENERAL: CORROSION RESISTANT, COMPATIBLE WITH THEOTHER MATERIALS IN THE INSTALLATION, AND COATED WITH ANON-STAINING COMPOUND WHERE NECESSARY.STANDARD: TO AS/NZS 2904.

FLASHING

GENERAL: INSTALL WINDOWS AND GLAZED DOORS FRAMES ASFOLLOWS:- PLUMB, LEVEL, STRAIGHT AND TRUE WITHIN BUILDINGTOLERANCES.- FIXED OR ANCHORED TO THE BUILDING STRUCTURE INCONFORMANCE WITH THE WIND ACTION LOADINGREQUIREMENTS.- ISOLATED FROM ANY BUILDING LOADS, INCLUDING LOADSCAUSED BY STRUCTURAL DEFLECTION OR SHORTENING.- ALLOW FOR THERMAL MOVEMENT.

INSTALLATION

FLASHING AND WEATHERINGS: INSTALL FLASHINGS, WEATHERBARS, DRIPS, STORM MOULDS, CAULKING AND POINTING SOTHAT WATER IS PREVENTED FROM PENETRATING THEBUILDING BETWEEN THE WINDOW FRAME AND THE BUILDINGSTRUCTURE UNDER THE PREVAILING SERVICE CONDITIONS,INCLUDING NORMAL STRUCTURAL MOVEMENT OF THEBUILDING

WATERPROOFING

REQUIREMENT: PROVIDE THE STANDARD HARDWARE ANDINTERNAL FIXING POINTS FOR PERSONNEL SAFETY HARNESSATTACHMENT, IF REQUIRED BY AND CONFORMING WITH THEGOVERNING REGULATIONS

PROPRIETARY WINDOW SYSTEMSFASTENERS AND FASTENER SPACING: CONFORM TO THERECOMMENDATIONS OF THE MANUFACTURER.FASTENERS: CONCEAL FASTENERS. PROVIDE A CORROSION-RESISTANT FINISHPACKING: PACK BEHIND FIXING POINTS WITH DURABLE FULL WIDTHPACKING.

FASTENERS

RLLEVEL A

611.460 m

XX1 XX5XX2

EXISTING LEVEL B LIDCO 715 SINGLEGLAZED RIBBON WINDOW & GLAZEDLOUVER SYSTEMCO

SEQ

XX3 XX4

NEW LIDCO 715 DOUBLE GLAZED RIBBONWINDOW & GLAZED LOUVER SYSTEM TOMATCH TO THE EXISTING LEVEL BWINDOW SYSTEM I.E SPACING OF FRAME,FRAME TYPE, SIZE OF GLAZED PANELARE TO MATCH THE EXISTING LEVEL BWINDOW SYSTEM. CONFIRM SPACINGAND ALIGNMENT ON SITE. GLASS TO BEDOUBLE GLAZED & AS1288 COMPLIANTWITH HIGH SOLAR PERFORMANCE. USEFLASHINGS TO MATCH THE COLOUR OFADJACENT WALL. FIRE SEALANT AT ALLJUNCTIONS.TO

MAT

CH LE

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CC-2 CONCRETE HOB

EXISTING WORKSHOPWINDOWSLEVEL B

NEW WORKSHOPWINDOWSLEVEL ASSSM HALL

CLCLCLCLCLCLCLCLCLCOS575

COS590 1320 1500 600 1500 1500 600 1500 1500 600 1200



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19-A810

J. LUCAS J. LUCAS

D. BELL*

D. BELL*

WINDOW ELEVATIONS & SPECIFICATIONS10.02.17

J. DAVID*

JL JL* DB*



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Title

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(Project Director)



19-A950

J. LUCAS J. LUCAS

-

-

3D PERSPECTIVES-

-J.L J.L D.B

J.L J.L D.B

J.L J.L D.B

ARCHITECTURE

CISSUE FOR CLIENT REVIEWA 19.07.16

ISSUE FOR INFORMATION ONLYB 17.08.16

ISSUE FOR INFORMATION ONLYC 10.02.17

FOR INFORMATION ONLY

23-15844


SCALE3D PERSPECTIVE 12

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SCALESTRUCTURAL 3D1

GENERAL CONDITIONS

INFORMATION

CODES, RULES, PERMITS, FEES

DEFECTS LIABILITY

LOCATION OF SERVICES

WORKSHOP DRAWINGS AND SAMPLES

WORKMANSHIP

LICENSED ELECTRICAL CONTRACTOR

RELATED ELECTRICAL WORKS

SCOPE OF WORK

BACKGROUND

DEMOLITION

LIGHTING

LIGHTING CONTROLS

EMERGENCY AND EXIT LIGHTING

GENERAL POWER

OUTLETS AND ACCESSORIES

FIRE DETECTION AND SSISEP

EARTHING

CABLE SELECTION

TESTING AND COMMISSIONING

AS-BUILT HARD COPY DRAWINGS ANDMAINTENANCE MANUALS

SPECIFICATION FOR ELECTRICAL SERVICESCO-ORDINATE THE LOCATION OF THE SERVICES UNDER CONTRACTOR'SWORK SCOPE WITH OTHER TRADES, AND TO SUIT HYDRAULIC ANDMECHANICAL SERVICES ETC. ALL WORK IS TO COMPLY WITH ALL RELEVANTBRIEFS & REQUIREMENTS.

THE CONTRACTOR IS TO FULLY INFORM THEMSELVES OF ALL ASPECTS OFTHIS EXISTING INSTALLATION PRIOR TO TENDER & COMMENCEMENT OFCONSTRUCTION. UNDERTAKE A MANDATORY SITE INSPECTION TO ASSESSTHE SCOPE OF DEMOLITION AND NEW WORKS. PARTICULAR ATTENTIONSHOULD BE PAID TO THE LOCATION OF THE EXISTING FIRE INDICATORPANEL, AND LOCATION OF EXISTING IN CEILING SMOKE DETECTION.

ALL MATERIALS, SUPPLIES, AND ALL WORK INSTALLED SHALL COMPLY WITHTHE CODES, STANDARDS, RULES AND REGULATIONS OF RELEVANTSTATUTORY AUTHORITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO:

a. BUILDING CODE OF AUSTRALIA (2013)b. AS 3000:2007 ELECTRICAL INSTALLATIONS (WIRING RULES).c. AS/NZS 2293 PARTS 1 AND 2 (EMERGENCY LIGHTING)d. AS/NZS 3439 (SWITCHBOARDS)e. AS/NZS 3008 ELECTRICAL INSTALLATIONS - SELECTION OF CABLES.f. AS3017 ELECTRICAL INSTALLATIONS - TESTING GUIDELINESg. SUPPLY AUTHORITY REGULATIONS

MAKE ALL APPLICATIONS AND PAY ALL FEES REQUIRED TO COMPLY WITHRELEVANT AUTHORITY REQUIREMENTS, INCLUDING SELF-CERTIFICATIONCOSTS FOR ELECTRICAL INSPECTION, EMERGENCY LIGHTING ANDCOMMUNICATIONS.

GUARANTEE ALL WORK AND MATERIALS AS TO QUALITY, WORKMANSHIPAND AGAINST DEFECTS, FOR A PERIOD OF TWELVE MONTHS FROM THEDATE OF ISSUE OF THE 'CERTIFICATE OF PRACTICAL COMPLETION'. DURINGTHIS PERIOD, PROMPTLY REPLACE ALL DEFECTIVE EQUIPMENT, FIXTURESAND MATERIALS AT NO ADDITIONAL COST.

THE LOCATION AND MOUNTING HEIGHTS OF THE SERVICES SHOWN ON THEDRAWINGS ARE APPROXIMATE ONLY. FINAL LOCATIONS, MOUNTINGHEIGHTS AND SET-OUTS AS NOMINATED ON THE ARCHITECTURALDRAWINGS, AND SHALL BE CONFIRMED ON SITE PRIOR TO INSTALLATION.

SUBMIT THE FOLLOWING DETAILED SHOP DRAWINGS TO THESUPERINTENDENT FOR REVIEW PRIOR TO COMMENCING INSTALLATIONWORKS:· SWITCH BOARDALLOW A MINIMUM OF 10 WORKING DAYS FOR RECEIPT OF COMMENTS

PROVIDE THE FOLLOWING SAMPLES TO THE SUPERINTENDENT FORREVIEW PRIOR TO COMMENCING INSTALLATION WORKS:· LIGHT FIXTURES COMPETE WITH LAMPS AND CONTROL GEAR.· EMERGENCY LIGHTING· OCCUPANCY SENSORS· GENERAL PURPOSE OUTLETS.

ALL WORKMANSHIP AND MATERIALS SHALL BE TO THE SATISFACTION OFTHE SUPERINTENDENT. ALL MATERIALS SHALL BE NEW UNLESSOTHERWISE NOTED. ANY MATERIALS OR WORKMANSHIP, WHICH ARECONSIDERED INFERIOR OR NON-CONFORMING BY THE SUPERINTENDENTSHALL BE REPLACED AT THE CONTRACTOR'S COST.

ALL WORKS SHALL BE UNDERTAKEN BY LICENSED ELECTRICALCONTRACTOR'S, QUALIFIED AND EXPERIENCED IN THE TYPE OF WORKREQUIRED FOR THIS PROJECT.

CO-ORDINATE AND CO-OPERATE WITH THE BUILDER AND OTHER TRADES(MECHANICAL, HYDRAULIC, ETC) AS REQUIRED.

THE SCOPE OF WORK INCLUDES THE DEMOLITION, SUPPLY, DELIVERY,INSTALLATION, TESTING AND SETTING TO WORK OF THE SYSTEMS ANDEQUIPMENT AS SHOWN ON THE ELECTRICAL SERVICES DRAWINGS ANDNOMINATED IN THE SPECIFICATION. SUPPLY ALL REQUIRED MATERIALSUNLESS OTHERWISE SPECIFIED. REFER ARCHITECTURAL DRAWINGS FORFINAL SETOUT.

THE SCOPE OF WORK INCLUDES BUT IS NOT NECESSARILY LIMITED TO THEFOLLOWING:

THE AUSTRALIAN SPORTS COMMISSION REQUIRES MODIFICATIONS TO THEEXISTING SSSM BUILDING, WHICH INCLUDES RELOCATION OF THE EXISTINGWORKSHOP ON LEVEL A. THIS SHALL INCLUDE THE DEMOLITION OF EXISTINGELECTRICAL, LIGHTING, FIRE DETECTION AND COMMUNICATION SERVICES, ANDINSTALLATION OF NEW SERVICES AS OUTLINED ON THE DRAWINGS.IN DETAIL THIS WORKS SHALL INCLUDE:- RETENTION OF THE LOAD CENTRE LOCATED WITHIN THE LOWER

GROUND WELDING AREA AND RECONNECTION TO DB.G2.- REPLACEMENT OF CIRCUIT PROTECTION AND SUBMAIN TO DB.G2.- NEW LIGHTING, POWER AND COMMUNICATIONS TO THE SSSM

WORKSHOP EXTENSION ON LEVEL A, OFFICE ON LEVEL B AND WELDINGAREA ON THE LOWER LEVEL.

a. INSPECT THE SITE TO ASCERTAIN THE EXTENT OF EXISTINGELECTRICAL, LIGHTING AND FIRE SERVICES TO BE REMOVED TOREFER TO THE DEMOLITION PLANTO CONFIRM EXTENT OF POWER OUTLET & LIGHTINGLOCATIONS TO THE RETAINED.

b. REMOVE ALL REDUNDANT CABLING.c. PROVIDE ALL TEMPORARY POWER AND LIGHTING AS REQUIRED

THROUGHOUT THE WORKS AND IN ACCORDANCE WITH AS/NZS 3012.d. DECOMMISSION, ISOLATE, DEMOLISH AND REMOVE FROM SITE ALL

REDUNDANT CABLES AND EQUIPMENT INCLUDING MINOR ASSOCIATEDCOMPONENTS THAT BECOME REDUNDANT AS A RESULT OF THE WALLS.

e. INVESTIGATE WIRING AS WORK PROCEEDS; FOR ALL WORK WHICHENCROACHES THE DEMOLITION AREA ASCERTAIN THE ORIGIN OF THESUPPLY AND WHERE THE CABLES TERMINATE. IF THE SERVICE IS NOTCLEARLY DOCUMENTED TO BE DEMOLISHED, ADVISE THESUPERINTENDENT WHO WILL PROVIDE A DIRECTIVE AS TO WHETHERTHE DEMOLITION IS TO PROCEED AND THE CABLE IS TO BE RETAINED

a. PROVIDE NEW LIGHTING AS SPECIFIED ON THE DRAWINGS.b. ALTERNATE LIGHT FITTINGS WILL NOT BE ACCEPTED WITHOUT

APPROVAL FROM SUPERINTENDENT OR ELECTRICAL ENGINEER.PROVIDE PRODUCT SHEETS FOR ALL ALTERNATIVE FIXTURES.

c. ALL FLUORESCENT LUMINAIRES SHALL BE SUPPLIED WITH HIGHEFFICIENCY 4000 KELVIN TRIPHOSPHOR LAMPS (COLOUR 84).ALL LIGHTING CIRCUITS MODIFIED AS PART OF THESE WORKS SHALL BEPROVIDED WITH NEW RCD PROTECTION. MAXIMUM OF 30 BALLASTS /CIRCUIT.

d. INSPECT EXISTING DISTRIBUTION BOARDS TO DETERMINE EXISTINGRCD INSTALLATION.

e. MAXIMUM EARTH LEAKAGE CURRENT PER BALLAST SHALL BE LESSTHAN 0.3mA.

f. COORDINATE FINAL SET-OUTS FOR LIGHT FIXTURES FROM ON-SITEDIMENSIONED SETOUTS. COORDINATE ALL LUMINAIRE INSTALLATIONS

WITH CEILING SETOUTS AND

PROVIDE SWITCH CONTROLS TO ALL OF THE REFURBISHED SPACESAS NOMINATED ON THE DRAWINGS.LIGHTING TO THE WORKSHOPS AND OFFICES ARE TO BE SWITCHCONTROLLED WITH OCCUPANCY SENSOR OVERRIDE. LIGHTING ISACTIVATED VIA WALL MOUNTED SWITCHPLATES. IF NO MOVEMENT ISSENSED BY THE OCCUPANCY SENSORS WITHIN THE ACTIVATEDSPACE AFTER 30 MINUTES, THE LIGHTING SHALL SWITCH OFF.

a. PROVIDE NEW EMERGENCY AND EXIT LIGHTING WITH MINIMUMCLASSIFICATIONS AS DOCUMENTED IN THE LEGEND.

b. UTILISE THE EXISTING ACTIVE SUPPLY AT DB-LG2N TO SUPPLYEACH EMERGENCY LUMINAIRE AND EXIT SIGN ORIGINATING FROMTHE TEST SWITCH CONTROL PANEL.

c. CONNECT EMERGENCY LUMINAIRES AND EXIT SIGNS TO THE SAMELIGHTING CIRCUITS AS ADJACENT LIGHT FITTINGS.

d. ALL EMERGENCY LUMINAIRES SHALL BE TESTED TO A MINIMUM 120MINUTES AT INSTALLATION.

a. PROVIDE NEW POWER CONNECTIONS AS SHOWN ON THE DRAWINGS.

a. SUPPLY, INSTALL AND CONNECT ALL NEW POWER OUTLETS ANDACCESSORIES AS SHOWN.

c. ALL POWER OUTLETS SHALL HAVE CIRCUIT REFERENCE LABELS WITHBLACK LETTERS ON WHITE BACKGROUND FIXED BY INTEGRAL CIRCUITDESIGNATION LABEL WINDOW ON SWITCH PLATE COVER. LABELS SHALLREFER TO THE SWITCHBOARD ORIGIN AND CIRCUIT BREAKER NUMBER.NEW SWITCHBOARD LABELS SHALL SHOW ID AND ORIGIN ON INTERNALESCUTCHEON. ALSO LABEL GPO WITH PERMANENT MARKER OR OTHERMEANS WHICH SHALL BE VISIBLE WHEN COVER PLATE IS REMOVED.

d. PROVIDE AND INSTALL CIRCUIT BREAKERS INCLUDING 30mA RCDPROTECTED POWER CIRCUITS. INSPECT EXISTING CIRCUIT BREAKERSTO DETERMINE IF RCD'S HAVE BEEN INSTALLED.

e. COORDINATE OUTLETS AND CONNECTIONS TO DEDICATED EQUIPMENTWITH THE INSTALLER OF THAT EQUIPMENT.

a. SUPPLY, INSTALL AND COMMISSION NEW FIRE DETECTION AND SSIESPSPEAKERS WITHIN THE AFFECTED & NOMINATED AREAS, CONNECTED BACKTO THE EXISTING FIRE DETECTION AND WARNING SYSTEM INSTALLED WITHINTHE BUILDING.

b. MAINTAIN THE SAME FIRE ZONE FOR THE BUILDING AREAS. UPDATE THE BLOCKDIAGRAMS TO REFLECT THE NEW ROOM LAYOUT, AND NEW DETECTORLOCATIONS.

a. THE INSTALLATION BY THE CONTRACTOR SHALL BE EARTHED.b. EARTHING SHALL BE CARRIED OUT IN ACCORDANCE WITH THE

RELEVANT SUPPLY AUTHORITY REQUIREMENTS AND AS/NZS3000:2007 AND ACIF S009.

a. SUPPLY, INSTALL AND CONNECT ALL NEW POWER AND LIGHTINGNECESSARY TO COMPLETE THE INSTALLATION.

b. ALL POWER AND LIGHTING CABLES SHALL BE THERMOPLASTICINSULATED (T.P.I) AND SHEATHED (T.P.S) 0.6/1.0kV GRADE ASAPPLICABLE WITH AS 5000.1. INSULATION SHALL BE V75 GRADE UNLESSOTHERWISE NOTED.

c. LIGHTING SUB-CIRCUITS, INCLUDING EMERGENCY LIGHTING: 2.5mm²MIN.

d. GENERAL PURPOSE POWER CIRCUITS: MIN 2.5mm².e. CONTROL CIRCUITS INCLUDING ALARMS, FIP, ETC: MIN 2.5mm².f. FLEXIBLE CORDS: MIN 30/0.25mm²g. SEGREGATE LV POWER CABLING AND COMMUNICATIONS/CONTROL

CABLING TO AS3000 AND S009.h. ALL CABLING AND CABLE TRAYS SHALL BE CONCEALED IN CEILING

SPACES OR WALLS UNLESS INDICATED OR APPROVED OTHERWISE.i. ALL CABLING INDICATED OR APPROVED TO NOT BE IN A CONCEALED

CEILING SPACE ARE TO BE ENCASED IN CONDUIT OR DUCT ANDSECURELY MOUNTED IN FLAT FORMATION AGAINST A WALL OR SLAB INACCORDANCE WITH AS3008.

a. CARRY OUT TESTING, OPERATING AND ADJUSTING THE SYSTEM ANDEQUIPMENT, AND FOR FULLY INSTRUCTING THE SUPERINTENDENT ORHIS REPRESENTATIVE IN THE OPERATION OF THE SYSTEM ANDEQUIPMENT. PROVIDE FULL OPERATOR'S MANUAL.

b. DEMONSTRATE TO THE SUPERINTENDENT AND NOMINATEDREPRESENTATIVES THE FULL OPERATION OF THE LIGHTING CONTROLSYSTEM (INCLUDING ALL PRESETS AND CONTROLS OUTLINED WITHINTHIS DOCUMENT AND ALL MOTION SENSOR / TIMER CONTROLSPRESCRIBED) IN ACCORDANCE WITH THE PERFORMANCEREQUIREMENTS OUTLINED ON THE DRAWINGS.

c. ALLOW TO RETURN TWICE (2) DURING THE DEFECTS LIABILITY PERIODTO ADJUST PROGRAMMING TO SUIT BUILDING OWNER/MANAGERREQUIREMENTS.

d. SUBMIT TEST REPORTS. PROVIDE THE SUPERINTENDENT WITH ALLTEST RESULTS, BOUND, FOR REVIEW. THE CERTIFICATE OF PRACTICALCOMPLETION WILL ONLY BE SIGNED AFTER THE COMPLETE TESTREPORTS HAVE BEEN REVIEWED. INCLUDE A HARD AND SOFT COPY OFTHE FULL TEST REPORTS IN THE OPERATION AND MAINTENANCEMANUALS.

e. CARRY OUT TESTING IN ACCORDANCE WITH AS 3000 CLAUSE 8.3 & 8.33MANDATORY TESTS 8.3.10. OPERATION OF RCD'S.

PROVIDE A FULL SET AND A 'DWG' (AUTOCAD LATEST VERSION) SET ONDISK OF AS-BUILT DRAWINGS, TO THE SATISFACTION OF THESUPERINTENDENT INCLUDING ALL LAYERS AS SEPERATE,WITHIN 7 DAYS OF PRACTICAL COMPLETION. THE AS-BUILT DRAWINGSSHALL COMPREHENSIVELY REFLECT DETAILS OF ALL INSTALLED SYSTEMSAND COMPONENTS, AS DETAILED IN THE SCOPE OF WORK.PROVIDE TWO SETS OF OPERATION AND MAINTENANCE MANUALS, THE AIMOF THESE BEING TO PROVIDE A DETAILED UNDERSTANDING OF THE ITEMSOF EQUIPMENT AND ITS OPERATION, AN AID FOR TRAINING OF OPERATORS,A REFERENCE FOR FAULT DIAGNOSIS AND A FRAMEWORK FORPREVENTIVE AND BREAKDOWN MAINTENANCE.

THE MANUALS SHALL INCLUDE, AS A MINIMUM:a. NAME, ADDRESS, TELEPHONE AND FACSIMILE NUMBERS OF THE MANUFACTURER AND SUPPLIER OF ITEMS OF EQUIPMENT INSTALLED, TOGETHER WITH CATALOGUE LIST NUMBERS. ALSO INCLUDE SUCH DETAILS FOR ALL CONSULTANTS AND CONTRACTORS INVOLVED IN THE

DESIGN AND CONSTRUCTION PHASES. ITEMS SHALL INCLUDE, BUT ARENOT LIMITED TO ALL LIGHT FIXTURES, SWITCHES, GPOS, DATAOUTLETS, SKIRTING AND DISTRIBUTION BOARD.

b. TECHNICAL DESCRIPTION AND MODES OF OPERATION OF THESYSTEMS INSTALLED.

c. PRODUCT LITERATURE FOR THE SYSTEMS INSTALLED AND CONTACT DETAILS FOR SUPPLIERS AND MANUFACTURERS' OF THESE SYSTEMS.d. CONTROL AND SWITCHING SEQUENCES AND FLOW DIAGRAMS FOR SYSTEMS INSTALLED, INCLUDING SAFETY FEATURES. ALSO PROCEDURES FOR OPERATING AND ADJUSTING CONTROL SYSTEMS.e. MANUFACTURERS' OPERATIONAL AND SAFETY LITERATURE, AS APPROPRIATE.f. EMERGENCY MAINTENANCE PROCEDURES, INCLUDING TELEPHONE NUMBERS FOR EMERGENCY SERVICES, AND AFTER HOURS CONTACTS FOR SUPPIERS AND CONTRACTORS AND PROCEDURES FOR FAULT FINDING.g. STATUTORY CERTIFICATES OF COMPLIANCE FOR ALL ELECTRICAL AND COMMUNICATIONS WORK, COPIES OF MANUFACTURERS' WARRANTIES, CERTIFICATES FROM AUTHORITIES AND UTILITIES, PRODUCT CERTIFICATION, COPIES OF TEST CERTIFICATES, ETC.h. AS-BUILT DRAWINGS, SHOP DRAWINGS, SYSTEM SCHEMATICS ETC.i. COMMISSIONING RECORDS.

UNDAMAGED.

b. AS PART OF THE DEMOLITION & REFURBISHMENT WORKS, A NEW MAIN SITCHBOARD IS TO BE PROVIDED. SUPPLY & INSTALL A NEW BOARD ON THE LOCATIONS AS SHOWN ON THE DRAWINGS.

c. ALLOW TO LOCATE THE PATH OF THE FOLLOWING SUBMAINS: - INCOMING CONTROL MAINS - POWER SUPPLIES TO EXISITING SPOTLIGHTING - SUBMAINS TO SEWER PUMPS & RELOCATE & TERMINATE INTO NEW DB LOCATION IT IS ANTICIPATED THERE IS SUFFICIENT LENGTH ON ALL SUBMAINS, WITH THE EXCEPTION OF THE NORTHERN SPORTSFIELD

d. AS PART OF THE SCOPE, RELOCATE THE CONTROLS FOR THE SEWER PUMPS ADJACENT TO THE NEW DB. RE-CONNECT SUBMAINS & CONTROLSTO THIS LOCATION.

e. RELOCATE EXISTING CONTROLS CUBICLE FOR SPORTS LIGHTING & MOUNT ADJACENT TO NEW DB. ALLOW TO REMOVE ANY EXISTING RELAYS, BUTTONS & INDICATOR LAMPS & RECONNECT INTO A NEW, LOCKABLE & IP RATED ENCLOSURE. ALLOW TO RE-WIRE ALL CONTROLS TO MATCH EXISTING FUNCTIONALITY.

b. WHERE EXISITING OUTLET POINTS ARE TO BE RETAINED, PROVIDE NEW OUTLETS & WIRING.

a.

b.

EMERGENCY LIGHTING

SYMBOL

LIGHTING LEGEND

DESCRIPTIONLAMP

TYPE QTY WATTAGE COLOUR TEMP.MOUNTING ARRANGEMENT LOUVRE/ DIFFUSER/ REFLECTOR BALLAST EQUAL TO MANUFACTURER/ MODEL No. NOTES

SUSPENDED FLUORESCENT TROFFER

LIGHTING CONTROL

POWER ANNOTATION

10A ONE WAY LIGHT SWITCH

230V, 10A SINGLE GPO MOUNTED AT 300mm AFFL UNLESS OTHERWISE NOTED.COORDINATE ALL OUTLET LOCATIONS WITH JOINERY AND FURNITURE

F OUTLET FOR FRIDGE.

C MOUNTED WITHIN CEILING

230V, 10A DOUBLE DOUBLE GPO MOUNTED AT 300mm AFFL UNLESS OTHERWISENOTED. COORDINATE ALL OUTLET LOCATIONS WITH JOINERY AND FURNITURE.

SURFACE MOUNTED EMERGENCY LUMINAIRE EQUAL TO CLEVERTRONICLIFE LIGHT CLASSIFICATION C0=D32, C90=D32.

EMERGENCY EXIT LUMINAIRE. ARROWS INDICATE DIRECTION OFTRAVEL EQUAL TO CLEVERTRONICS CIRCUIT.

EM1

EX1DISTRIBUTION BOARD - EXISTING

HTR OVERHEAD HEATER. REFER TO MECHANICAL DRAWINGS

NOTES:1. ELECTRICAL CONTRACTOR TO TEST AND TAG ALL

APPLIANCES. REFER APPLIANCE CONTRACT.

NEW 63A THREE PHASE SWITCHED SOCKET OUTLET. OUTLET EQUAL TO CLIPSAL66CY463 COLOUR ORANGE.

TP 63A

FIRE PROTECTIONFIRE INDICATOR PANEL - EXISTING

SMOKE DETECTOR - NEW

RECESSED CEILING MOUNTED SPEAKER - NEW

FIP

THERMAL DETECTOR - NEW

E EXISTING OUTLET TO REMAIN

WP

AB ABOVE BENCH. 100mm ABOVE BENCH.

SP

WS WORKSTATION. 300mm AFFL.WEATHERPROOF. 300mm AFFL.

SINGLE PHASE.

10A TWO WAY LIGHT SWITCH

TP TRIPLE PHASE.

LED 1 50 4000K CHAIN SUSPENSION TO 1500 AFFL ACRYLIC DIFFUSER ELECTRONIC THORN COLLEGE LED CAT. NO. COLLEGE LED 3700-840L1200 PC CL.

POWDER COATED WHITE SHEET STEEL BODYS1



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Approved

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DesignCheck

DO NOT SCALE Client

Project

Title

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(Project Director)

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19-E001

J. LUCAS C. HEINRICH

D. BELL*

D. BELL*

SPECIFICATION & LEGEND10.02.17

J. DAVID*

JD JL* DB*

ELECTRICAL


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POWER NOTES - LEVEL ARETAIN EXISTING POWER TO AIR COMPRESSOR

N2. PLUG TYPE TO MATCH PLUG ON MILLINGMACHINE TO BE INSTALLED COORDINATEWITH ASC ON MODEL & MAKE OF THEMACHINE

N3. ALL NEW CIRCUITS SHALL BE PROTECTEDWITH NEW QUICK LAG RCBOS, AS REQUIREDBY AS/NZS 3000

N4. MAINTAINTHE EXISTING DB.G2. THIS DB IS TOBE ISOLATED, DISCONNECTED ANDREMOVED TO MAKE WAY FOR A NEW DB.G2DURING THE WORKS, INCLUDING NEWSUBMAINS AND CIRCUIT PROTECTION ATTHE MSB.

XX1 XX5XX2 XX3 XX4

RA-RB1LOCATION OFEQ.50 - NEW MILL

ROOF SAFETY MESH,INSULATION & STRUCTURESEXPOSED TO VIEW

@ 3156 FROMLEVEL 1 FFL

BR-BR1

PU

RA-RB1

N1

EM1S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1S1

DB.G2. NOTE D4

19A37

MSB

DBG1

WORKSHOP 5


19A43

19A105

19A9319A104

MSB - EXT

SSSM HALL

PROPOSEDWORKSHOP 1

19A100

Sim1

19-E200

MAINRECEPTION

STAFF ENTRY



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19-E200

J. LUCAS C. HEINRICH

D. BELL*

D. BELL*

POWER & COMMS LEVEL A & LOWER GROUND10.02.17

J. DAVID*

JD JL* DB*

ELECTRICAL


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1000 2000 3000 4000 5000 mm

100

N

SCALE 1 : 50RCP - LIGHTING LAYOUT

CB47DB-62

CB22-24DB-G2

CB21DB-62

CB7DB-G2

KEYNOTE LEGEND

KEYNOTE DESCRIPTIONBR-BR1 ROOF BRACING-16dia ROD + TURNBUCKLE. REFER

STRUCTURAL DWGS.EM1 EMERGENCY LIGHTING ON RAFTERSPU PURLIN-Z10012 @ 1200crs LAPPED 900.MIDSPAN

BRIDGING. REFER STRUCTURAL DWGS..RA-RB1 STEEL RAFTER-200UB25. REFER STRUCTURAL DWGS.S1 SUSPENDED FLUORESCENT LIGHT TROFFERWA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB CLADDING,

35mm STEEL TOP HATS, PROMINA 60 BOARD,FLETCHER TITANTUFF™ WALL WRAP WITH R2.7 90MMPINK® SONOBATTS® PREMIUM, 92mm STEEL STUDFRAMING, 9mm CSR CEMINTEL FIBRE CEMENT WALLPANELS.

WA-E EXISTING COLORBOND CUSTOM ORB CLAD TIMBERSTUD FRAMED EXTERNAL WALL

SCALE 1 : 200ELECTRICAL POWER DEMOLITION PLAN - LEVEL A

BLK 26 SEC 8 BRUCE

PLUMBING PLAN APPROVEDDESIGNED IN ACCORDANCE WITH AS3500

SEWERAGE AND WATER SUPPLY REGULATIONS.APPROVED UNDER REGULATION 7 OF THE CANBERRADATE.........................................................................

REGISTRATION No......................................................

APPROVED.................................................................

SERVICE LOCATION MATERIAL nom. SIZE (mm) COMMENTSPIPEWORK MATERIALS SCHEDULE

DRAWINGS

LEVELS

REGULATIONS

TESTING AND INSPECTION

MEASUREMENTS

EXISTING SERVICES

FIRE RATED PENETRATIONS

PIPE DIAMETERS

THERMAL INSULATION OF PIPEWORK

ACOUSTIC SEPARATION OF PIPEWORK

MARKING SERVICES

GENERAL

GENERAL NOTES

OCCUPATIONAL HEALTH AND SAFETY

ABBREVIATIONS

CWXX

LEGENDNEW COLD WATER PLUMBINGNEW HOT WATER PLUMBING

EXISTING COLD WATER PLUMBINGEXISTING HOT WATER PLUMBING

EXISTING SANITARY DRAIN

NEW VENT PIPENEW SANITARY DRAIN

NEW CONTROLLED TEMP. HOT WATER PLUMBING

REDUNDANT SERVICE

SYMBOLS

VALVE SYMBOLS

SIGNAGE INDICATORS

DRAINAGE SYMBOLS

BALL VALVE (NORMALLY OPEN)DOUBLE CHECK VALVENON-RETURN VALVECOLD WATER FIXTURE CONNECTIONHOT & COLD WATER FIXTURE CONNECTION

PIPE CONTINUATIONFLOW DIRECTIONELBOW (PIPE OFFSET)CAPPED PIPE END OR CONNECTION

PUMP

AIR GAP

CONTINUATION

HOSE TAP

SERVICE FLOW INDICATORSERVICE ABBREVIATIONNOMINAL DIA.SERVICE FLOW INDICATOR

THERMOSTATIC MIXING VALVEWWV

GEN01. THE DRAWINGS ARE A GUIDE ONLY FOR THE LOCATION AND LAYOUT OF THE SERVICE PIPES.GEN02. DO NOT SCALE FROM THESE DRAWINGS.GEN03. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE OTHER CONTRACT

DOCUMENTS, SPECIFICATIONS AND DRAWINGS. FOR THE FINAL LOCATION OF FIXTURES ANDFITTINGS REFER TO ARCHITECTURAL DRAWINGS.

GEN04. VERIFY THAT ALL INVERT LEVELS, SURFACE LEVELS AND CLEARANCES ARE CORRECT ANDOBTAINABLE PRIOR TO COMMENCING WORKS. IF NOT, NOTIFY SUPERINTENDENT IN WRITING,DETAILING REASONS FOR CONCERN.

GEN05. ALL LEVELS ARE SHOWN IN METRES AHD. UNO.GEN06. FULL SITE COORDINATION WITH ALL UNDERGROUND (NEW AND EXISTING) MUST BE

UNDERTAKEN PRIOR TO COMMENCEMENT OF ANY CONTRACT WORKS TO ENSURE SERVICESCAN BE LAID PROPERLY.

GEN07. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH AS/NZS 3500, THE LOCAL AUTHORITYAND THE NATIONAL CONSTRUCTION CODE 2012 / PLUMBING CODE OF AUSTRALIA.

GEN08. ALL PLUMBING AND DRAINAGE MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS 3500, THELOCAL AUTHORITY AND THE NATIONAL CONSTRUCTION CODE 2012 / PLUMBING CODE OFAUSTRALIA.

GEN09. WORKS SHALL BE CONSTRUCTED BY SUITABLY QUALIFIED, COMPETENT AND LICENSED TRADESPEOPLE.

GEN10. PAY ALL COSTS FOR THE TESTING OF THE INSTALLATION AND COSTS FOR INSPECTION BYLOCAL AUTHORITY. UNO.

GEN11. UNDERTAKE ALL OF THE TESTING REQUIREMENTS OF THESE DRAWINGS, THE CONTRACTDOCUMENTS, RELEVANT CODES, STANDARDS AND LEGISLATION. UNO.

GEN12. ALL DISTANCES ARE SHOWN IN MILLIMETRES. UNO.GEN13. ALL LEVELS ARE SHOWN IN METRES. UNO.GEN14. MEASUREMENTS OF QUANTITIES ARE IN ACCORDANCE WITH AS ISO 1000:1998.

GEN15. ALL EXISTING SERVICES MADE REDUNDANT FROM THESE WORKS AND EXISTING REDUNDANTSERVICES SHALL BE REMOVED OR SEALED OFF IN ACCORDANCE WITH THESE DRAWINGS, THECONTRACT DOCUMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY. OBTAINRECORDS OF EXISTING SERVICES, CONFIRM LOCATION OF IN GROUND SERVICES PRIOR TOCOMMENCEMENT OF WORKS. UNDERTAKE COMPLETE AND THOROUGH INVESTIGATION BYRECORDS SEARCH AND SITE INVESTIGATION, BEFORE COMMENCING ANY WORKS.

GEN16. CONTRACTOR TO UNDERTAKE SERVICES SEARCH TO CONFIRM LOCATIONS AND COMPLETEDIAL BEFORE YOU DIG.

GEN17. PROVIDE FIRE RATED PENETRATIONS FOR SERVICES PASSING THROUGH EACH FIRE RATEDELEMENT. FIRE RATED PENETRATIONS SHALL ACHIEVE THE SAME RATING AS THE BUILDINGELEMENT PENETRATED. SEAL PENETRATIONS WITH A SYSTEM CONFORMING TO AS 4072.1.

GEN18. THE METHOD AND MATERIALS USED SHALL BE IDENTICAL WITH A PROTOTYPE ASSEMBLY FORTHE SERVICE AND BUILDING ELEMENT WHICH HAS BEEN TESTED IN ACCORDANCE WITH AS4072.1:2005 AND AS 1530.4:2005 AND HAS ACHIEVED THE REQUIRED FRL OR RESISTANCE TO THEINCIPIENT SPREAD OF FIRE OR COMPLY WITH OTHER RELEVANT PROVISIONS OF PART 3.7.1FIRE SEPARATION OF THE BUILDING CODE OF AUSTRALIA VOLUME 2. ANY PENETRATIONSCREATED OR TREATED SHALL BE PROVIDED WITH A SERVICE LABEL COMPLYING WITH AS1851:2012 CLAUSE 17.2.4.2.

PROVIDE A SCHEDULE OF ALL PENETRATIONS EITHER CREATED OR TREATED. THE SCHEDULESHALL BE SET OUT IN ACCORDANCE WITH AS 4072.1-2005, FIGURE B1 - AND SHALL BE SUITABLEFOR SUBSEQUENT USE BY THE BUILDING OWNER AS REQUIRED BY AS 1851:-2012 CLAUSE 17.4.

GEN19. WHEREVER OR WHENEVER THE PROPOSED WORKS REQUIRE THE PENETRATION OF ANELEMENT HAVING A FIRE RESISTANCE RATING, THE BUILDER SHALL ENSURE THAT ANY PERSONRESPONSIBLE FOR THE INSTALLATION OF ANY SYSTEM USED TO PROTECT/REINSTATE THE FRLOF THE PENETRATION;A. HOLDS AN APPROPRIATE LICENSEB. PROVIDES AN INSTALLATION STATEMENT IN THE FORMAT PRESCRIBED BY APPENDIX B OF

AS 4072.1 TO DESCRIBE THE PENETRATION, ITS LOCATION AND METHOD OF TREATMENT;AND

C. THE BUILDING SHALL FURNISH A COPY OF THE INSTALLATION STATEMENT AS PROVIDED IN(B) ABOVE TO THE INSPECTING OFFICER PRIOR TO REQUESTING AN INSPECTION FOR'SUBSTANTIAL COMPLETION'.

GEN20. PROVIDE ACCESS TO PASSIVE FIRE PROTECTION DEVICES FOR INSPECTION IN ACCORDANCEWITH AS 1851:2012.

GEN21. ALL PIPE DIAMETERS DETAILED ON THESE DRAWINGS ARE SHOWN AS NOMINAL DIAMETERS.GEN22. WHERE PE, PEX, PP, PB AND COMPOSITE PLASTIC PIPEWORK MATERIALS ARE NOMINATED, THE

NOMINAL DIAMETER SHALL BE TAKEN AS THE INTERNAL DIAMETER OF THE PIPEWORK AND NOTTHE OUTSIDE DIAMETER. FOR NOMINAL DIAMETERS UP TO DN50, REFER TO AS/NZS 3500.1APPENDIX J UNO.

GEN23. THERMAL INSULATION SHALL COMPLY IN ALL RESPECTS WITH AS/NZS 3500.4:2003 SECTION 8UNO.

GEN24. "KEMLAG" OR SIMILAR WILL NOT BE ACCEPTED FOR THERMAL INSULATION.GEN25. FOR INSULATED PIPING, COMPLETELY COVER THE PIPE WITH INSULATION FITTED TIGHTLY TO

THE PIPE SURFACE AND SECURED IN ACCORDANCE WITH THE MANUFACTURERSINSTRUCTIONS. IF INSULATION IS INSTALLED IN SECTIONS, BUTT THE JOINTS CLOSELYTOGETHER WITHOUT GAPS. INSTALL INSULATION SO THAT IT IS READILY REMOVABLE ATUNIONS AND COUPLERS.

GEN26. PROVIDE METAL SHEATHING TO INSULATION WHERE PIPEWORK IS IN PLANT ROOMS AND,EXTERNAL LOCATIONS. COVER PIPING WITH METAL SHEATHING SPRUNG OVER THE INSULATIONIN ONE PIECE WITH LAPS AT LEAST 30mm WIDE, AND FASTENED WITH SELF TAPPING SCREWSOR SNAP HEAD RIVETS AT 150mm MAXIMUM CENTRES. PREFORM THE SHEATHING TO MATCHTHE SHAPE OF THE INSULATED PIPE AND FITTINGS. POSITION LAPS TO AVOID WATERPENETRATION. IN EXTERNAL LOCATIONS WEATHERPROOF THE JOINTS AND FIXINGS USING ANON-SETTING MASTIC.

GEN27. ACOUSTIC SEPARATION SHALL BE PROVIDED IN ACCORDANCE WITH THE BCA. LIAISE WITH THEARCHITECT TO DETERMINE THE EXTENT AND METHOD OF SEPARATION UNO.

GN28. UNDERGROUND MARKING TAPE: TO AS/NZS 2648.1. LAY PLASTIC WARNING TAPE WITHINTEGRATED WIRE TRACE, 350mm ± 50mm ABOVE ALL BURIED PIPING, FOR THE FULL LENGTH OFTHE PIPING. COVER THE TAPE WITH APPROXIMATELY 100mm DEEP SAND.

GN29. PROVIDE TRENCH MARKER TAPE THAT CLEARLY IDENTIFIES THE SERVICE BELOW.

OHS01. FOR RESIDUAL RISKS IDENTIFIED FROM THE DESIGN PROCESS, REFER TO THE PROJECT RISKREGISTER.

OHS02. CHANGES TO HYDRAULIC SERVICES DESIGN SHALL BE REVIEWED AGAINST THE PROJECT RISKREGISTER AND MAY REQUIRE FURTHER RISK ASSESSMENT.

AFFL ABOVE FINISHED FLOOR LEVELAHD AUSTRALIAN HEIGHT DATUMAS AUSTRALIAN STANDARDB BASINCI CAST IRONCO CLEAR OUT TO SURFACE

CW COLD WATERDIA DIAMETERDN NOMINAL DIAMETERDWV DRAINAGE WASTE VENT

EX EXISTINGFFL FINISHED FLOOR LEVEL

HDPE HIGH DENSITY POLYETHYLENEHL HIGH LEVELHTVB HOSE TAP WITH VACUUM BREAKERHW HOT WATERHWU HOT WATER UNITIL INVERT LEVELIO INSPECTION OPENINGkPa KILOPASCALLL LOW LEVELNTS NOT TO SCALEPVC-U UNPLASTICISED POLYVINVL CHLORIDERL RELATIVE LEVELSHR SHOWERSK SINKTD TUNDISH

UNO UNLESS NOTED OTHERWISEWC WATER CLOSET

FIRE FIGHTING PURPOSES

NON-POTABLE

POTABLE

RAINWATER OUTLET

SAFETY SHOWER EYE WASH

'P' TRAP'S' TRAPTUNDISH

GN30. PROVIDE IDENTIFICATION LABELS TO ALL PIPEWORK WITH INDICATORS SHOWING FLUID FLOWDIRECTION.

(E)HW(E)W

FW FLOOR WASTE

NEW HOT WATER RETURN PLUMBING

GD GRATED DRAIN

WWV WATER WATER VALVE

TD/AC TUNDISH AIR/CONDITIONERTD/HWS TUNDISH HOT WATER SYSTEM

FWG FLOOR WASTE GULLY

eFHR EXISTING FIRE HOSE REEL

CTW CONTROLLED TEMPERATURE WATER

DESIGNATION FE1 FE2FIRE EXTINGUISHERS SCHEDULE

LOCATION GENERAL - REFER TO DRAWINGS ALL LOCATIONSUNIT TYPE 2.5kg DRY CHEMICAL POWDER CLASS AB(E) 4.5kg DRY CHEMICAL POWDER CLASS AB(E)CLASSIFICATION & RATING 3A:40B:(E) 4A:60B:(E)

STORMWATER DRAINAGE IN-GROUND uPVC TO AS/NZS 1260 100-225 SOLVENT WELDEDSTORMWATER DRAINAGE IN-GROUND uPVC TO AS/NZS 1342 300-375 RUBBER RING JOINTEDCOLD WATER ABOVE GROUND COPPER TO AS1432 15-100 TYPE 'B', BRAZEDSTORMWATER DRAINAGE ABOVE GROUND 25-50 TYPE 'B', LABEL TO AS1234COPPER TO AS1432

SSEW

RW

P

NP

FFPNEW POTABLE WATER SUPPLYCWNEW STORMWATER LINESWEXISTING STORMWATER LINEEX SWNEW SPRINKLER BRANCHSPB

FHR (PLAN)

NEW PIT 1



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19-H001

J. LUCAS S. WILSON

D. BELL*

D. BELL*

LEGEND & GENERAL NOTES10.02.17

J. DAVID*

JD JL* DB*

HYDRAULIC


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GYMNASTICS PIT

225

IL 610.81

IL 610.81

EXISTINGJOINT OF 100SEEPAGE TO100 V.CSTORMWATER

EXISTING 150OUTLET TO DOORTRACKS. I.L 610.71TYP

EXISTING 225 R.C CLASSX STORMWATERGRADE 1% TO BE MADEREDUNDANT

EXISTING 900 x 900CAST IN SITUCONCRETE

STORMWATER PIT TOBE DEMOLISHED

IL 610.45IL 610.35

IL 610.58

EXISTING CONCRETESTORMWATER PIT UNDERCONCRETE STEPS TO BE

DEMOLISHED.

IL 610.31

EX S

W

EX SW

EX S

W

EX SW

EX S

W

EXISTING 150 DOWNPIPETO REMAIN

EXISTING STORMWATER PIPE TO BECAPPED & MADE REDUNDANT WITH APURPOSE MADE WATERTIGHTFITTING. CO-ORDINATE WITHSTRUCTURAL FOOTINGS

EXISTING STORMWATER LINETO BE MADE REDUNDANT

+ 0 RL

ALL REDUNDANT PLUMBING ONSITE IS TO BE REMOVED AND SITETO BE FILLED WITH COMPACTED

FILL TO STRUCTURAL ENGINEER'SDETAIL

GYMN

ASTIC

S PI

T

IL 610.58

EX/IL 610.810

EX SW

SWSW

SWSW

SW

SW SW SW SW

EX S

W

+ 0 RL

MAKE CONNECTION OFEXISTING SEEPAGE LINETO NEW SEEPAGE LINE

PROVIDE NEW 100mmHDPE SEEPAGE LINE.ENCASE IN CLEAN FILL &WITH WARNING TAPELAID OVER.

PROVIDE NEW 160mmHDPE STORMWATER.PIPELINE AT HIGH LEVELTO UNDERSIDE OFROOF. JOINTS TO BEELECTROFUSION TYPE.

SWSWSW

SW

EX/IL 610.810

MAKE CONNECTIONDIRECTLY TO PIT

NEW PIT 1FSL: TBC.IL: 610.230

NEW PIT 2FSL: TBCIL: TBC

300 Upvc @1%

300 U

pvc @

1%

CW

SW

25

LOCATE & MAKE CONNECTION TOEXISTING POTABLE WATERSUPPLY PLANT ROOM. POSSIBLERE-USE OF EXISTING HIGH LEVELPVC PIPING FROM EXTERNAL TOPLANT ROOM AT THE REQUIREDLOCATION. INVESTIGATIONREQUIRED.

19A100+ 0 RL

MAKE CONNECTIONOF EXISTING SEEPAGELINE

PROVIDE A 25mm RPZDFIXED 300mm FROMFGL WITH TUNDISHINSTALLED DIRECTLYUNDER

TD

PROVIDE A 36 METREFIRE HOSE REEL.CONNECT TO EXISTINGPOTABLE WATERSUPPLY WITH FIREEXTINGUISHER

FHR

FE

FECW

CC-5

GENERAL NOTES:REFER TO ARCHITECTURAL DOCUMENTSFOR MEASURED LAYOUTS.HYDRAULIC CONTRACTOR TO CONFIRMEXACT LOCATION & SIZES OF EXISTINGSERVICES.CO-ORDINATE INSTALLATION WITH OTHERSERVICES.THESE DRAWINGS ARE NOT FORCONSTRUCTION.

1.

2.

3.

4.

NEW WORKSHOP 1ROOF AREA: 109m2

3° PITCH

DP-1DP-1

GUWA-01

RSH

LN-FD

CC-5 CONCRETE SPOON DRAIN(CC.05)DP-2DP-2

FALL

WHERE STORMWATER PIPEPENETRATES ROOF SHEETINGPROVIDE A COMPLETELYWEATHER TIGHT SEAL

DOWNPIPE CONNECTINTO BACK OFRAINWATER HEAD

PROPOSEDSTORMWATER LINE INCEILING SPACE

BOX GUTTER 600 WIDE150MIN DEPTH

DP150

FALL FALL

RAINWATER HEAD &DOWN PIPE TO MATCHEXISTING

RAINWATER HEAD &DOWN PIPE TO MATCHEXISTING

EXISTING 150 DP

DP-E

DP150

LINEAR DRAINAGE SYSTEM(LN-FD) ACROSS OPENINGS.

CONCRETE SPOONDRAIN. (CC-5) REFER TOSECTION DETAILS.

RSH

SPB

LINE OF ROOF PURLIN

SPBSPB

SPB SPBSPB

SPB SPBSPB

NEW SPRINKLER BRANCHLINE FROM EXISTING

19A100

+ 0 RL + 0 RL

FHRFE

FE

SPB

SPB

SPB

EXISTING SPRINKLER LINETO EXTERNAL



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19-H400

J. LUCAS S. WILSON

D. BELL*

D. BELL*

GENERAL ARRANGEMENT10.02.17

J. DAVID*

JL JL* DB*

HYDRAULICS


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500 1000 1500 2000 2500 mm

50

N

SCALE 1 : 100HYDRAULIC - SW DRAINAGE & COLD WATER LAYOUT

SCALE 1 : 50HYDRAULIC - ROOF STORMWATER DRAINAGE LAYOUT

SCALE 1 : 50HYDRAULIC - FIRE SPRINKLER LAYOUT

KEYNOTE LEGEND

KEYNOTE DESCRIPTIONCC-5 CONCRETE - CONCRETE MOWING STRIP/SPOON

DRAIN - 600mm WIDTHDP-1 LYSAGHT COLORBOND DOWNPIPE WITH RAINWATER

HEAD-TO MATCH EXISTING SSSM BUILDINGDOWNPIPES.REFER TO HYDRAULIC ENGINEER'SDWGS FOR ALL DETAILS.

DP-2 LYSAGHT COLORBOND OVER FLOW PIPE-TO MATCHDOWNPIPE. REFER TO HYDRAULIC ENGINEER'SDWGS FOR ALL DETAILS.

F4 EXTERNAL LUMINAIREFE FIRE EXTINGUISHERFHR FIRE HOSE REELGU COLORBOND BOX GUTTER - BOX GUTTER 600mm

WIDE 150mm MIN DEPTHLN-FD STORMTECH LINEAR DRAINAGE SYSTEM -

HYDRAULIC ENGINEER TO SPECIFY DIMENSIONSRA-RB1 STEEL RAFTER-200UB25. REFER STRUCTURAL

DWGS.RA-RB2 STEEL RAFTER-150PFC. REFER STRUCTURAL DWGS.RF-SP INSULATION SPACER - FLETCHER ROOF RACKRSH LYSAGHT TRIMDEK COLORBOND ROOF SHEETSWA-01 EXTERNAL WALL - LYSAGHT CUSTOM ORB

CLADDING, 35mm STEEL TOP HATS, PROMINA 60BOARD, FLETCHER TITANTUFF™ WALL WRAP WITHR2.7 90MM PINK® SONOBATTS® PREMIUM, 92mmSTEEL STUD FRAMING, 9mm CSR CEMINTEL FIBRECEMENT WALL PANELS.

11.5

STRUCTURAL STEEL1. ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH AS 4100 AND AS 15542. ALL STEEL TO BE GRADE 300 TO AS 3679 UNLESS NOTED OTHERWISE:-

2.1. HOLLOW SECTIONS TO BE GRADE C350 TO AS 11632.2. PURLINS AND GIRTS TO BE GRADE G450 TO AS 13972.3. PLATES TO BE GRADE 250 TO AS 3678

3. ALL CONNECTIONS AND STIFFENER PLATES TO BE 10mm THICK U.N.O.4. ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS U.N.O.

ALL WELDING TO BE SP U.N.O. FROM E48XX (ELECTRODES) / W50X (WIRE)ALL FILLET WELDS TO BE FULL (COMPLETE) PENETRATIONALL FILLET WELDS TO BE CONTINUOUS ALL ROUND BOTH SIDES U.N.O.

5. ALL BOLTS TO BE M20 AND NO CONNECTION TO HAVE LESS THAN 2 BOLTS U.N.O.ALL BOLTS TO BE HOT DIP GALVANISED GRADE 8.8/s U.N.O.PURLIN CONNECTIONS TO BE AS PER MANUFACTURER'S SPECIFICATION U.N.O.ALL HOLDING DOWN BOLTS TO BE HOT DIP GALVANISED GRADE 8.8/s U.N.O.

6. UNLESS NOTED OTHERWISE IN THE SPECIFICATION, STRUCTURAL STEEL WHICH IS PROTECTED FROMWEATHER TO BE ABRASIVE BLAST CLEANED TO CLASS 2.5 TO AS 1627.4. TO BE PRIMED BY INTERZINC 7OR APPROVED EQUIVALENT TO 75µm DFT. ALL OTHER STRUCTURAL STEEL ITEMS TO BE FULLYGALVANISED TO AS 4680 U.N.O. ON THE DRAWINGS. REFER TO ARCHITECTURAL DETAILS FOR TOPCOATS.

7. SHOP DRAWINGS TO BE SUBMITTED IN TRIPLICATE TO THE DESIGNER FOR APPROVAL. FABRICATION NOTTO COMMENCE UNTIL APPROVAL HAS BEEN GIVEN.

8. EXAMINATION OF WELDS TO BE (INSPECTION AND TEST RECORDS TO BE SUBMITTED TO THEDESIGNER):-

-- VISUAL SCANNING TO AS 1554.1 SECTION 7 ON 100% OF WELDS-- VISUAL EXAMINATION TO AS 1554.1 SECTION 7 ON 10% OF GP WELDS AND 20% OF SP WELDS-- MAGNETIC PARTICLE EXAMINATION TO BE PERFORMED ON 1% OF GP WELDS AND 5% OF SP WELDS

AND AS NOTED ON THE DRAWINGS.-- ULTRASONIC TESTING TO BE PERFORMED ON 2.5% OF FILLET WELDS AND 10% OF BUTT WELDS

AND AS NOTED ON THE DRAWINGS. IF EXAMINATION REVEALS SUBSTANDARD WELDS, FURTHEREXAMINATION AND / OR REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.

9. THE FABRICATION AND ERECTION OF THE STRUCTURAL STEELWORK TO BE SUPERVISED BY ANENGINEER EXPERIENCED IN SUCH SUPERVISION TO ENSURE THAT ALL THE REQUIREMENTS OF THEDESIGN ARE MET.

10. THE SUBCONTRACTOR TO PROVIDE ALL CLEATS AND DRILL ALL HOLES NECESSARY FOR FIXING STEELELEMENTS WHETHER OR NOT DETAILED ON THE DRAWINGS.

11. SUITABLE EQUIPMENT TO BE USED DURING LOADING, TRANSPORT AND ERECTION OF STEELWORK TOAVOID DAMAGE TO THE STEELWORK FINISHES. STEELWORK STORED ON SITE TO BE PROTECTEDAGAINST CORROSION OR DETERIORATION OF PAINTED SURFACES.

12. AFTER TIGHTENING, EXPOSED FACES OF BOLTS, NUTS AND WASHERS SHALL BE PREPARED ANDCOATED AS SPECIFIED OR AS FOR ADJACENT STEELWORK.

13. THE ENDS OF ALL HOLLOW SECTIONS SHALL BE SEALED.14. ALL COLD FORMED SECTIONS TO CONFORM TO AS 1163 AND SHALL BE ROLL-FORMED FROM ZINC

COATED HIGH STRENGTH STEEL, ZINC-HIGH-TEN MINIMUM YIELD STRESS 450 MPa, 350 g/m² MINIMUMCOATING MASS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL PURLINS AND GIRTS AND BRIDGING TOBE LYSAGHT OR APPROVED EQUIVALENT.

15. ALL CASES OF DAMAGE TO THE PROTECTIVE COATING OF STEELWORK SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER. WITH THE DESIGNER'S APPROVAL MINOR DAMAGE MAY BE REPAIRED ASFOLLOWS:-

MECHANICALLY GRIND SURFACE TO ACHIEVE SMOOTH AND BRIGHT METAL COMPARABLE TO CLASS 2½. APPLY ZINC RICH PRIMER TO A DRY FILM THICKNESS AS PER SPECIFICATION REQUIREMENTS.

16. ABBREVIATIONS:-CFW - CONTINUOUS FILLET WELDFSBW - FULL PENETRATION BUTT WELDPPBW - PARTIAL PENETRATION BUTT WELD

17. THE LOCATION OF ALL EXISTING ELEMENTS SHALL BE SITE MEASURED PRIOR TO THE PREPARATION OFSHOP DRAWINGS.

18. ALL REACTIONS ARE SHOWN IN kN UNLESS OTHERWISE NOTED.19. SERVICES AND CEILINGS SHALL BE SUSPENDED FROM PURLIN WEBS ONLY. SUSPENDED FROM BOTTOM

FLANGES IS NOT PERMITTED.20. THE SUBCONTRACTOR SHALL HAVE SAMPLE BOLTS TESTED TO DESTRUCTION IN ACCORDANCE WITH

THE SPECIFICATION.21. WIRE HANG HORIZONTAL BRACING FROM PURLINS AT MIDPAN.

GENERAL1. ALL MATERIALS AND WORKMANSHIP TO BE IN ACCORDANCE WITH THE RELEVANT AND CURRENT S.A.A.

CODES AND WITH THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITIES.2. SETTING-OUT DIMENSIONS AND SIZES OF STRUCTURAL MEMBERS NOT TO BE OBTAINED BY SCALING

THE STRUCTURAL DRAWINGS. ANY SETTING-OUT DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGSTO BE CHECKED BY THE CONTRACTOR BEFORE CONSTRUCTION COMMENCES. REFER ANYDISCREPANCY TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK.

3. DURING CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE STRUCTUREIS MAINTAINED IN A SAFE AND STABLE CONDITION AND NO PART IS OVERSTRESSED. TEMPORARYBRACING TO BE PROVIDED BY THE CONTRACTOR AS REQUIRED TO KEEP THE WORKS AND EXCAVATIONSTABLE AT ALL TIMES.

4. UNLESS NOTED OTHERWISE, ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.5. THE STRUCTURAL COMPONENTS DETAILED ON THESE DRAWINGS HAVE BEEN DESIGNED IN

ACCORDANCE WITH THE RELEVANT S.A.A. CODES AND BUILDING CODE OF AUSTRALIA FOR THEFOLLOWING LOADINGS:-

WIND LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED UPON A BASIC WIND VELOCITY OF 46m/s (VR) AND TERRAIN CATEGORY 3.EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4

6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT CODES OFPRACTICE EXCEPT WHERE VARIED BY THE SPECIFICATION AND / OR DRAWINGS.AS 3600 CONCRETE STRUCTURES CODEAS 4671 STEEL REINFORCING MATERIALSAS 4100 STEEL STRUCTURES CODEAS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1163 STRUCTURAL STEEL HOLLOW SECTIONSAS 1554 PART 1 WELDING OF STEEL STRUCTURESAS 1720.1 TIMBER ENGINEERING CODEAS 1289 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSESAS 3700 MASONRY CODEAS 3798 GUIDELINES FOR EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL

DEVELOPMENTSAS 3610 FORMWORK FOR CONCRETE

ELEMENT LIVE LOAD (kPa)

SLAB ON GROUND 10.0

NON TRAFFICABLE ROOF 0.25

FOUNDATIONS1. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING INTENSITY OF 100 kPa.

FOUNDATION MATERIAL TO BE APPROVED FOR THIS PRESSURE BY THE CONTRACTOR'S GEOTECHNICALENGINEER BEFORE REINFORCEMENT AND / OR CONCRETE ARE PLACED.

2. FOOTINGS TO BE LOCATED CENTRALLY UNDER WALLS AND COLUMNS UNLESS NOTED OTHERWISE.3. RETAINING WALLS (OTHER THAN CANTILEVER WALLS) NOT TO BE BACKFILLED UNTIL FLOOR

CONSTRUCTION AT TOP AND BOTTOM IS COMPLETED. ENSURE FREE DRAINING BACKFILL IS USED ANDDRAINAGE IS IN PLACE. CANTILEVER WALLS TO BE BACKFILLED ONLY AFTER MINIMUM CONCRETESTRENGTH IS ACHIEVED.

4. BLINDING CONCRETE TO BE PLACED ON THE SAME DAY AS THE FINAL EXCAVATION TO THE FOUNDATIONDESIGN LEVEL.

5. FOOTING LEVELS WHERE SHOWN ARE ESTIMATES ONLY AND WILL BE ESTABLISHED DURING SITEINSPECTION.

6. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT / ENGINEER THE LIMITATIONS OFEXCAVATIONS NEAR FOOTINGS SHALL BE AS FOLLOWS:-

7. SUB GRADE AND SUB BASE FOR SLABS ON GROUND SHALL COMPLY WITH THE FOLLOWING:-

SUB GRADE:UNLESS OTHERWISE SPECIFIED THE SUB GRADE BELOW BASE COURSES FOR SLABS SHALL BE SUITABLEMATERIAL COMPACTED TO 95% OF MAXIMUM DRY DENSITY DETERMINED BY TEST AS 1289-E 2.1 OR 65% MINIMUM DENSITY INDEX FOR COHESIONLESS SOILS.BASE:BASE SHALL BE APPROVED WELL GRADED NATURAL GRAVEL OR CRUSHED ROCK (MAX. SIZE 40mm) SPREAD AND COMPACTED TO 98% OF MAXIMUM DRY DENSITY DETERMINED BY TEST AS 1289-E 2.1 OR 80% MINIMUM DENSITY INDEX FOR COHESIONLESS SOILS.

8. ALL FREE DRAINING GRANULAR FILL MATERIAL BEHIND RETAINING WALLS SHALL BE OF STRONGDURABLE PARTICLES CONFORMING TO THE FOLLOWING GRADINGS:-

AS SIEVE SIZE % PASSING53mm 1009.5mm 45-1002.36mm 20-75600µm 10-2075µm <15

9. WHERE SELECT FILL IS SHOWN ON THE DRAWINGS, FILL SHALL COMPLY WITH THE FOLLOWING:-9.1 REMOVE TOPSOIL (IF ANY) AND EXISTING FILL.9.2 COMPACT SURFACE TO 95% MMDD9.3 PLACE FILL IN MAX. 150 THICK LAYERS, EACH LAYER COMPACTED TO 95% MMDD9.4 FILL TO COMPLY WITH:-

- MAX. PARTICLE SIZE 75mm- PERCENTAGE PASSING 0.075mm SIEVE 25% MAX.- PLASTICITY INDEX NOT GREATER THAN 15% AND NOT LESS THAN 2%- MINIMUM SOAKED CBR TO BE 15%

BACKFILLED TRENCHOR OTHER EXCAVATIONCRITICAL LINE

FOOTING EXCAVATION

SLAB

BASE

NATURAL GROUND OR COMPACTED FILL - SUB GRADE

CONCRETE1. ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH AS 3600 AND THE CONCRETE

SPECIFICATION.2. CONCRETE QUALITY:-

MINIMUM CEMENT CONTENT = 270 kg/m³ MAX. W/C RATIO = 0.5PROJECT CONTROL TESTING TO BE CARRIED OUT IN ACCORDANCE WITH AS 3600

3. NO ADMIXTURES TO BE USED IN CONCRETE UNLESS APPROVED IN WRITING.4. CONCRETE DIMENSIONS SHOWN DO NOT INCLUDE THICKNESSES OF APPLIED FINISHES.5. DEPTHS OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESS U.N.O.6. ALL EXPOSED EDGES AND CORNERS TO BE PROVIDED WITH 25mm FILLETS OR CHAMFERS. MAINTAIN

COVER TO REINFORCEMENT AT THESE DETAILS UNLESS OTHERWISE INDICATED.7. NO HOLES, CHASES OR EMBEDMENT OF PIPES, OTHER THAN THOSE SHOWN ON THE STRUCTURAL

DRAWINGS, TO BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR WRITTEN APPROVAL OF THESUPERINTENDENT.

8. CONSTRUCTION JOINTS WHERE NOT SHOWN TO BE LOCATED TO THE APPROVAL OF THESUPERINTENDENT. DETAILS OF CONSTRUCTION JOINTS TO BE SUBMITTED TO THE SUPERINTENDENTFOR APPROVAL.

9. THE FINISHED CONCRETE TO BE A DENSE HOMOGENEOUS MASS, COMPLETELY FILLING THE FORMWORK,THOROUGHLY EMBEDDING THE REINFORCEMENT AND FREE OF STONE POCKETS. ALL CONCRETEINCLUDING SLABS ON GROUND AND FOOTINGS, TO BE COMPACTED WITH MECHANICAL VIBRATORS.

10. CURING OF ALL CONCRETE TO BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR A PERIODOF 3 DAYS, AND PREVENTION OF LOSS OF MOISTURE FOR A TOTAL OF 7 DAYS FOLLOWED BY A GRADUALDRYING OUT. APPROVED SPRAYED OR CURING COMPOUNDS MAY BE USED WHERE COMPATIBLE WITHFLOOR FINISHES. POLYTHENE SHEETING OR WET HESSIAN MAY BE USED IF PROTECTED FROM WINDAND TRAFFIC.

11. CONSTRUCTION SUPPORT PROPPING TO BE LEFT IN PLACE WHERE NEEDED TO AVOID OVERSTRESSINGTHE STRUCTURE DUE TO CONSTRUCTION LOADING.

12. CONDUITS, PIPES ETC. ONLY TO BE LOCATED AS SHOWN IN THE DRAWINGS OR AS APPROVED BY THESUPERINTENDENT.

13. ALL FORMWORK AND PROPPING UNDER SUSPENDED CONCRETE WORKS SHALL BE SHALL BE REMOVEDBEFORE ANY MASONRY WORK IS BUILT ABOVE.

14. CAMBERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND EXCEPT FOR PRESTRESSED WORKSHALL BE PROVIDED IN BEAMS AND SLABS AS FOLLOWS:-

i) SPANS - 0.002 x SPANii) CANTILEVERS - 0.004 x CANTILEVER LENGTH

CAMBERS SHALL BE CHECKED BEFORE AND AFTER DEPROPPING TO DETERMINE THE DEFLECTION OF THE MEMBERS UNDER THEIR SELF WEIGHT. PROVISION SHALL BE MADE IN THE FORMWORK SYSTEM FOR THE STRUCTURAL ENGINEER TO VARY THE SPECIFIED CAMBERS ON THE BASIS OF THIS INFORMATION. THE TOP SURFACE OF A CAMBERED MEMBER SHALL BE FINISHED TO MAINTAIN THE SPECIFIED DEPTH OF THE MEMBER.

15. SHRINKAGEMAXIMUM DRYING SHRINKAGE STRAIN MEASURED IN ACCORDANCE WITH AS 1012-PART 13 SHALL NOT EXCEED 650 x 10-6 AT 8 WEEKS. UNDERTAKE TESTING (IE. SHRINKAGE BARS) TO DEMONSTRATE COMPLIANCE WITH THIS REQUIREMENT FOR ALL SUSPENDED CONCRETE ELEMENTS.

16. BACKPROPPING FOR FORMWORK TO BE DESIGNED IN ACCORDANCE WITH AS 3610 AND CERTIFIED BYENGINEER ENGAGED BY THE SUBCONTRACTOR.

17. THE STRUCTURAL DESIGN FOR SUSPENDED STRUCTURES ASSUMES:-1. A MAXIMUM COMBINED VERTICAL DEFLECTION OF FORMWORK AND PROPS OF 2mm UNDER THE WEIGHT OF CONCRETE, REINFORCEMENT AND CONSTRUCTION LIVE LOAD.2. REMOVAL OF FORMWORK AND PROPS SHALL COMPLY WITH CLAUSE 19.6.2 OF AS 3600

ELEMENT SLUMP MAX. SIZEAGGREGATE CEMENT TYPE CONCRETE

GRADEFOUNDATIONS 80 20 GP 32 MPa

FLOOR SLABS 80 20 GP 32 MPa

MASS CONCRETE 80 20 GP 15 MPa

REINFORCEMENT1. CLEAR CONCRETE COVER TO ALL REINFORCEMENT TO BE AS FOLLOWS, UNLESS NOTED OTHERWISE.

2. ALL REINFORCEMENT TO BE FIRMLY SUPPORTED NOT GREATER THAN 1m CENTRES BOTH WAYS,UNLESS NOTED OTHERWISE. BARS TO BE TIED AT ALTERNATE INTERSECTIONS.

3. REINFORCEMENT SYMBOLS:-N - DENOTES GRADE 500 DEFORMED BARS TO AS 4671Y - DENOTES GRADE 400 Y BARS TO AS 1302 GRADE Y (TEMPCORE).R - DENOTES GRADE 250 HOT ROLLED PLAIN BARS TO AS 1302SL, RL - DENOTES FABRIC TO AS 4671 (GRADE 500)F - DENOTES GRADE 450 F HARD-DRAWN WIRE REINFORCING FABRIC TO AS 1304W - DENOTES GRADE 450 W HARD-DRAWN PLAIN WIRE TO AS 130317N20-250 means:-17 - NUMBER OF BARS IN GROUPN - BAR GRADE AND TYPE20 - NOMINAL BAR SIZE IN mm250 - SPACING IN mm

THE FIGURE FOLLOWING THE FABRIC SYMBOL SL IS THE REFERENCE NUMBER FOR FABRIC TO AS 13044. REINFORCEMENT BARS TO BE LAID IN LAYERS TAGGED ON PLANS AS FOLLOWS:-

(1) - DENOTES BARS LAID IN BOTTOM LAYER FIRST.(2) - DENOTES BARS LAID IN BOTTOM LAYER SECOND.(3) - DENOTES BARS LAID IN TOP LAYER FIRST.(4) - DENOTES BARS LAID IN TOP LAYER LAST.

REINFORCEMENT IS REPRESENTED DIAGRAMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION.5. SPLICES IN REINFORCEMENT TO BE MADE ONLY IN POSITION SHOWN, OR OTHERWISE APPROVED IN

WRITING BY THE SUPERINTENDENT / DESIGNER. HOOKS, LAPS, SPLICES AND BENDS TO BE INACCORDANCE WITH AS 3600.LAPS TO BE NOT LESS THAN THE DEVELOPMENT LENGTH FOR EACH BAR SHOWN BELOW U.N.O.

6. WELDING OR REINFORCEMENT NOT TO BE PERMITTED UNLESS SHOWN ON THE STRUCTURAL DRAWINGSOR APPROVED BY THE DESIGNER.

7. JOGGLES TO BARS TO BE 1 BAR DIAMETER OVER A LENGTH OF 12 BAR DIAMETERSU.N.O.8. FABRIC TO BE LAPPED 2 TRANSVERSE WIRES PLUS 50mm. BUNDLED BARS TO BE TIED TOGETHER AT 30

BAR DIAMETER CENTRES WITH 3 WRAPS OF TIE WIRE.9. AT PENETRATIONS IN SLABS, UNLESS OTHERWISE DETAILED, REINFORCEMENT NOT TO BE CUT BUT TO

BE GATHERED EQUALLY TO EACH SIDE OF PENETRATION AND EXTRA REINFORCEMENT PROVIDEDBETWEEN THE PENETRATIONS AS DIRECTED BY THE SUPERINTENDENT.

10. DISTRIBUTION BARS TO MAIN REINFORCEMENT IN SLABS SHALL BE N12-300crs. U.N.O.11. NOTIFY AND PROVIDE ACCESS TO THE ELECTRICAL SUBCONTRACTOR TO CONNECT EARTHING.

ELEMENT COVER (mm) - NOTEXPOSED TO WEATHER

COVER (mm) - EXPOSED TOWEATHER

FLOOR SLABS ON GROUND 20 30

FLOOR BEAMS 30 40

BAR SIZE (mm) SPLICE LENGTH (mm)

N12 475N16 625N20 800N24 950N28 1250N32 1575

FORMWORK1. THE DESIGN, CERTIFICATION, CONSTRUCTION AND PERFORMANCE OF THE FORMWORK AND

FALSEWORK IS THE RESPONSIBILITY OF THE SUBCONTRACTOR. DESIGN AND CONSTRUCTION OFFORMWORK TO BE IN ACCORDANCE WITH AS 3610 UNLESS OTHERWISE APPROVED IN WRITNG BY THEDESIGNER.

MISCELLANEOUS1. NO PENETRATIONS OR CHASES SHALL BE MADE IN MASONRY WALLS OR OTHER STRUCTURE WITHOUT

APPROVAL OF THE STRUCTURAL ENGINEER.

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

23-15844-S001 GENERAL NOTES23-15844-S002 FLOOR PLAN AND ROOF STEELWORK PLAN

AND ELEVATIONS23-15844-S003 FLOOR SLAB DETAILS23-15844-S004 STEELWORK DETAILS

This Drawing must not be

used for Construction unless

signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.

This document may only be used by

GHD's client (and any other person who

GHD has agreed can use this document)

for the purpose for which it was prepared

and must not be used by any other

person or for any other purpose.

DO NOT SCALE

Note: * indicates signatures on original issue of drawing or last revision of drawing

Level 7, 16 Marcus Clarke Street

Canberra ACT 2601 Australia

GPO Box 1877 Canberra ACT 2601

T 61 2 6113 3200 F 61 2 6113 3299

E [email protected] W www.ghd.com

Plot Date: Cad File No:14 February 2017 - 10:50 AM G:\23\15844\CADD\Drawings\23-15844-S001.dwg

Plotted by:

Doug Wilkinson

(Project Director)

Approved

Job

Manager

Project

Director

23-15844-S001

0

D.WILKINSON B.REMEDIOS

B.REMEDIOS* R.THOMPSON

D.BELL*

14.02.2017

NOT TO SCALE

GROUND FLOOR SLAB PLANSCALE 1:50

ROOF STEELWORK MARKING PLANSCALE 1:50

SECTIONC- 50SCALE 1 :

ELEVATIONA- 50SCALE 1 : STEELWORK SCHEDULE

MARK SIZE REMARKSRB1 200 UB 25 RAFTERSRB2 150 PFC RAFTERS

SC1 200 UB 25 COLUMNSC2 75x6 SHS COLUMNSC3 100x5 SHS STAIR COLUMNSC4 89x5 SHS COLUMNDP1 150 PFC DOOR POSTDP2 89x5 SHS DOOR POST

WS1 89x5 SHS WINDOW SUPPORTWS2 150x100x4 RHS WINDOW SUPPORTLB1 200 PFC LANDING BEAMS1 150 PFC STRUT

BR1 16Ø ROD + TURNBUCKLE ROOF BRACINGVB1 76x3.2 CHS VERTICAL BRACE

C-

A-

S1S1 S1 S1

S1 S1

RB1

RB2

RB1

RB1

RB1

S1

BR1

BR1

BR1BR1

B-

SC1SC2

SC1SC1

SC1

DP1

SC2

SC2

DP1

DP1

DP1SC4

SC4

ELEVATIONB- 50SCALE 1 :

DP1

DP1

DP1

DP1

SC4 SC

4

RB1

SC1

RB1

SC1

EXISTING OFFICE

EXISTING WORKSHOP

SC1

SC1

SC1

SC1

SC1

S1 S1 S1 S1

WS1 WS1 WS2 WS1

VB1 VB1

VB1 VB1

150 THICK CONCRETE SLAB U.N.O. ONWATERPROOF MEMBRANE ON 100mmHARDCORE ON NATURAL GROUND ORFILL AS REQUIRED. PROVIDE SL82 MESHTOP AND SL82 MESH BOTTOM WHERESHOWN.

EB1

EB1

EB1

EB1

S1S1S1

Z10012 PURLINS AT 1200crs.LAPPED 900. MIDSPAN BRIDGING

Z10012 PURLINS AT 1200crs.LAPPED 900. MIDSPAN BRIDGING

ES003

JS004

KS004

MS004

LS004

2S004

1S004

3S004

4S004

5S004

WS1 WS1 WS1

SC4

SC4

C10010 GIRTS AT 600crs.MIDSPAN BRIDGING

C10010 GIRTS AT 600crs.MIDSPAN BRIDGING

C10010 GIRTS AT 600crs.MIDSPAN BRIDGINGTYPICAL WHERE SHOWN

EA GIRT POSTS

EA GIRT POSTS

LS004

3500

4000

600 600 600600

600

600

FB1 FB1

FB1

FB1

600 THICK SLAB

LOCATION OF HEAVY MACHINERY.7.6T CNC MILL. FIXINGS AS PERSUPPLIERS DETAILS

HS003

GS003

DS003

FS003

WS1 WS1

WS1

- EXISTING GROUND TO BE COMPACTED TO 95% MMDD- HARDCORE TO BE COMPACTED TO 98% MMDD

9 OFF 90Ø x 200 DEEP POCKETS FORHOLDING DOWN BOLTS. (SET-OUT ASPER HURCO ATTACHMENT 'H')

E.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

EB2

EB2

EB2

EB2

125mm EXTERNAL CONCRETE SLAB ON100mm HARDCORE ON NATURALGROUND OR FILL AS REQUIRED.PROVIDE SL82 MESH 30mm FROM TOP.

1-N16 x 1000LONG TOP

200 HIGH x 90 WIDE HOBBETWEEN DOORS

3258

EXISTING STAIRRELOCATED

EXISTING CONCRETE LANDING TO BE SAWCUT DEMOLISHED. EPOXY COAT ALLEXPOSED CUT BARS. CUT SURFACE TO BERENDERED TO ARCHITECT'S DETAILS.

JS003

200 H

IGH

x 90 H

OB

LB1

SC3

SC3

EB2

EB2

6S003

WS1 WS1

DP2

DP2

WS1

WS1

WS1 & DP2 LOCATED INLINE WITH WINDOWS

WS2

WS1

WS1

200 HIGH x 90 WIDE HOB

GRATED DRAIN ACROSS OPENINGS -ACO KLASSIKDRAIN K200 ORAPPROVED EQUIVALENT

SPOON DRAINSPOON DRAIN

NS004

PS004

PS004

ELEVATIOND- 50SCALE 1 :

D-

WS1 WS1 WS1 WS1

SC3

EXISTING COLUMNS

EXISTING TIE-BEAMS

KS003

D.J.



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Doug Wilkinson

(Project Director)

Approved

Job

Manager

Project

Director

23-15844-S002

0



D.BELL*

14.02.2017

AS SHOWN

0

SCALE 1:50 AT ORIGINAL SIZE

500 2000 2500mm15001000

EXISTING BRICKRETAINING WALL

EXISTING BRICKRETAINING WALL

EXISTING WORKSHOPFLOOR SLAB

EXISTING WORKSHOPFLOOR SLAB

600

60060

0

600 300

N16-300 EACH WAYTOP & BOTTOM

MASS CONCRETEDOWN TO EXISTINGFOOTING

MASS CONCRETEDOWN TO EXISTINGFOOTING

EXISTING FOOTING

5-N16 Z-BARS INCOLUMN BASE

2-N16 -BARSADDITIONAL TOBEAM BARS

3-N16 BOTTOMR10-600 LIGS.

TYPICAL EDGEBEAM EB1 DETAIL

SECTIONES002 20SCALE 1 :

SECTIONDS002 20SCALE 1 :

SECTIONGS002 20SCALE 1 :

SECTIONHS002 20SCALE 1 :

10mm JOINTEX

10mm JOINTEX

10mm JOINTEX

TYPICAL FLOORBEAM FB1 DETAIL

600

300

3-N16 BOTTOMR10-600 LIGS.

150

150

150

EXISTING GYMNASTICSPIT VENTILATION

150

150

150

EDGE BEAM EB1REINFORCEMENT

EB1

EB1

EB1EB1FB1 FB1

FB1

150

BEAM BARS

BEAM BARS BEAM BARS

SECTIONFS002 20SCALE 1 :

150

2400

SL82 MESH BOTTOMALONG THIS SIDE

10mm JOINTEX

1000

3002 E

QUAL

RIS

ERS

SECTIONJS002 20SCALE 1 :

300

1000 300300

800

A-

SECTIONA- 20SCALE 1 :

DETAIL6S002 20SCALE 1 :

20 G

ROUT

200x200x12pl. BASEPLATE4-M12 H.D. BOLTS150 MIN. EMBEDMENT

100x100x10pl. WASHERS

N16-250 EACH WAYTOP & BOTTOM

SC3

SC3

100kPa MIN. SAFE BEARING PRESSURE

MAKE GOOD EXISTING PAVEMENT

TYPICAL EDGEBEAM EB2 DETAIL

300

300

3-L11TM BOTTOM10mm JOINTEX ALL ROUND

EXISTING STAIR STRINGER

2-M16 CHEMICAL ANCHORSTO EXISTING CLEAT. 150 MIN.EMBEDMENT

RL 611.712

SL82 MESH TOP & BOT.N12-300 BOTH WAYSWHERE SHOWN

10mm JOINTEX

10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT

10

EXPANSION JOINT (EJ) DETAILSAWN JOINT DETAIL

6

⅓ D

D

SCALE 1:10SCALE 1:10

FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT

R20 GALVANISED DOWELS AT 300crs.GREASE AND TAPE ONE END

125

200 H

IGH

HOB

90

1-N12 HORIZONTALLAP 300 WHERE REQ'D.

N12-300 L-BARS IN HOB

10mm JOINTEX

GRATED DRAIN

EB2

600

SPOONDRAIN

10mm JOINTEX

SECTIONKS002 20SCALE 1 :

EB1

10mm JOINTEX

EB2

N20 GALVANISEDDOWELS AT 600crs.

MASSCONCRETE

N20 GALVANISEDDOWELS AT 600crs.



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Doug Wilkinson

(Project Director)

Approved

Job

Manager

Project

Director

23-15844-S003

0



D.BELL*

14.02.2017

AS SHOWN

0 200 800 1000mm600400


500

500

SECTIONA- 10SCALE 1 :

SECTIONJS002 10SCALE 1 :

SECTIONKS002 10SCALE 1 :

SECTIONLS002 10SCALE 1 :

A-






SECTIONMS002 10SCALE 1 :

500RB1

BR1BR1

BR1BR1

RB1

RB1

SC1

RB1

BR1BR1

S1

S1S1

S1

GIRT

GIRT

VB1

VB1

SC1

WS1

SC1

SC2

RB2

SC2

RB2

SC2

S1S1

DP1

RB1

100x10 EA GIRT POSTWELDED TO DP1 POSTTYPICAL WHERE SHOWNON ELEVATION B. DRG.S002

150 PFC OUTRIGGERWELDED TO RB1.10pl. END PLATE2-M20 BOLTS TO DP1

PURLIN

10pl. FIN PLATE2-M20 BOLTS TO S1

75x10fl. CAP PLATE1-M20 BOLT + 1-M20ANCON HOLLO BOLTINSIDE SHS

10pl. FIN PLATE2-M20 BOLTS TO S1

75x10fl. CAP PLATE2-M20 BOLTS TO RB2

100

150x12fl. BASEPLATE2-M20 HOLDING DOWN BOLTS300 EMBEDMENT

20 G

ROUT

65x65x10pl. WASHERS65x65x10pl.WASHERS

150x16fl. BASEPLATE4-M20 HOLDING DOWN BOLTS300 EMBEDMENT

20 N

ON-S

HRIN

KGR

OUT

65x10fl. CLEAT WELDED TO RB1.2-M16 BOLTS TO BRACE

65x10fl. CLEATSLOTTED FOR RODBRACE - TYPICAL

10pl. STIFFENEREACH SIDE OF WEB

10pl. STIFFENEREACH SIDE OF WEB2-M20 BOLTS TO S1

100x10 EA GIRT POSTWELDED TO SC1 COLUMNTYPICAL

150x12fl. CAP PLATE4-M20 BOLTS TO RB1

150x12fl. END PLATE4-M20 BOLTS TOEXISTING UBCOLUMN FLANGE

EXISTING UBSTEEL COLUMN

EXISTING SUSPENDEDFLOOR SLAB

100x10 EA GIRT POSTWELDED TO SC2 COLUMNTYPICAL

100

10pl. END PLATE

150x90fl. FIN PLATE2-M20 BOLTS

100

6pl. CAP PLATE

90x10fl. CLEAT WELDEDINTO SLOTTED CHS.2-M20 BOLTS

10pl. GUSSET

90x10fL. CLEATWELDED TO SC1.2-M20 BOLTS

10pl. STIFFENERSEACH SIDE OF WEB

SECTIONC- 10SCALE 1 :

B-

C-

SECTIONB- 10SCALE 1 :

PLAN ON NEW STAIR LANDING

LB1

LB1

LB1

LB1

SC3

SC3

LB1

SC3

LB1

EXISTING STAIRSTRINGER

EXISTINGFLOORSLAB

10pl. END PLATE 2-M20 CHEMICALANCHORS INTO EXISTNG FLOORSLAB, CENTRALLY PLACED. 150MIN. EMBEDMENT

EXISTING STAIR

HANDRAIL TO MATCH EXISTING

WEBFORGE C253MSG LANDING PLATFORM INDICATES DIRECTION OF SPAN

10pl. CAP PLATE2-M20 8.8/TB BOLTS

WS2

WS1 WS1

WS1 CONNECTION AS FOR OTHER SIDE90x10 EA CLEATWELDED ACROSSFACE OF COLUMN.2-M20 BOLTSTHROUGH WS1

10pl. FIN PLATEWELDED TO COL.

WS2 WS2

EXISTING STAIRRELOCATED

SECTIONNS002 10SCALE 1 :

SECTIONPS002 10SCALE 1 :

RB1

150x10fl. CLEATWELDED ACROSSFACE OF SC4. 4-M16BOLTS

PURLIN

SC4

WS1

WS1

90x10 EA CLEATWELDED ACROSSFACE OF EXISTINGCOLUMN. 2-M20BOLTS THROUGH WS1

200

200



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Doug Wilkinson

(Project Director)

Approved

Job

Manager

Project

Director

23-15844-S004

0



D.BELL*

14.02.2017

AS SHOWN

0 100 400 500mm300200


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