SITE LINE LEGEND NEW PIPE LINE EXISTING PIPE LINE

FILL LEGEND NEW WORKS EXISTING BUILDING REFURBISH WORKS

LEGEND EXISTING 300Ø STORM WATER PIPE ON COMPACTED FILL

WHEEL STOP REPOSITIONED AIR-CONDITIONING AIR-CONDITIONING UNIT

SITE PLAN NOTES. 1. 2.

3. 4. 5.

(118.26m)

(118.26m)

6.

7.

BOUNDARY LINE

BOUNDARY LINE

8. 9. 10. 11. 12.

CONFIRM ALL DIMENSIONS PRIOR TO COMMENCING ANY WORK. ADVISE SUPERINTENDENT AND GAIN CLARIFICATION FOR ANY DISCREPANCY PRIOR TO PROCEEDING. CONTRACTOR SHALL INSPECT THE SITE AND ALLOW FOR ALL EXISTING SITE AND SOIL CONDITIONS, REMOVAL OF VEGETATION AND CUT AND FILL AS REQUIRED (REFER TO SPECIFICATION) THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS IN THE SET. ALL YARD SPACES ARE LEVEL AND GRADED UP TO NGL AT THE BOUNDARIES AS SHOWN. MAXIMUM GRADE OF ANY BANKING SHALL BE 1:8. NO TREE NOTED TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN PERMISSION OF THE SUPERINTENDENT. PRIOR TO COMMENCEMENT CONFIRM DEPTH AND POSITION OF SEWER AND SOAK WELLS. CONFIRM THAT ALL DRAINAGE FALLS CAN BE ACHIEVED. ADVISE SUPERINTENDENT IF NOT ACHIEVABLE. PROVIDE BRICK PAVING TO ALL AREAS SHOWN. WHERE PAVING DOES NOT ABUT A WALL OR KERBING, PROVIDE A CONTINUOUS SOLDIER COURSE BED INTO 200X75MM CONCRETE CONCEALED BASE. PAVING SHALL FALL EVENLY AWAY FROM BUILDINGS AND TOWARDS SOAKWELLS (OR GARDEN AREAS AS APPLICABLE) MAXIMUM GRADE OF PAVING SHALL BE 1:8. WINDOW/SLIDING DOOR FRAMES ARE ALUMINIUM. S-SLIDING. F-FIXED. A-AWNING MAIN FLOOR LEVEL ARE 00c EXPOSED ROUGH SAWN TIMBER SHALL BE APPEARANCE GRADE WITH ARRISED EDGES. ALL FIXINGS SHALL BE GALVANISED ALL LEVELS ON SITE ARE ESTIMATES ONLY. IF EXACT LEVELS ARE REQUIRED A SURVEYOR MUST BE ENGAGED BY THE CONTRACTOR TO DETERMINE PRIOR TO WORK COMMENCING

99.00

EXIS TING PIPE LINE

EXISTING LEACH DRAIN

NEW 1200x1200 SOAK WELL WITH TRAFICABLE LID OPEN GRATE AT TOP CONNECTED TO EXISTING

99.50

EXISTING STAND PIPE

EXISTING SOAK WELL

99.00

99.25

EXISTING PIPE LINE

NEW 150Ø PIPE LINE

98.75

EX IST ING

BUILDERS NOTE PLEASE NOTE THAT ALL LEVELS ARE APROXAMENT AND WILL NEED TO BE CHECKED ON SITE

PIP EL INE

EXISTING TOWER

EXISTING LANDSCAPING

EX. AIR CON UNIT

EX. AIR CON UNIT

EX. AIR CON UNIT

99.35

HYDRANT TANK

99.75 EXISTING TROUGH EX. DISCONNECTED RWP

NEW RWP

PROPOSED CAR PARK

NEW 1800H GATE AND FENCE

EXISTING FL EXISTING BITUMEN TO BE RETAINED

RELOCATED AIR-CONDITIONING NEW RWP

NEW AIR-CONDITIONING

EX. AIR CON UNIT

NEW WHEEL STOPS NEW TAP UP

EXISTING TAP

PROPOSED GYM FL 99.820 (APROX)

EX. RWP EXISTING BITUMEN

EX. AIR CON UNIT

100.50

UP

PROPOSED PPE AND DRY CLEANING REFURBISUMENT TO EXISTING SHED

EXISTING BUILDING EXISTING FL 100.000 (APROX)

C B A

21.01.2011 03.12.2010 22.11.2010

REV

DATE

EXISTING LANDSCAPING

UP

Department of Treasury and Finance

PROPOSED BA SERVICE AREA

Building Management and Works

EXISTING FL 100.000 (APROX)

EX. AIR CON UNIT

N

NEW AIR CON UNIT EXISTING LANDSCAPING

BY CHKD REVISION DESCRIPTION

PAVED PATHWAY

4,291

EX. AIR CON UNIT

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

Government of Western Australia

EXISTING TUNIC ROOM FL 99.820 (APROX)

JD JD JD

EXISTING ENGINE ROOM

EXISTING BUILDING

UP

CK CK CK

EX. RWP EX. METERBOX

EX. RWP

EX. RWP AND TAP

EXISTING LANDSCAPING AND LAWN 100.00

EXISTING DRIVEWAY

SLIP PARKING BAY

28.07 m2

100.00

9,145

EXISTING LANDSCAPING

EXISTING BITUMEN

EX. RWP

NEW RWP

EX. RAMP

EXISTING FL 100.000 (APROX)

EXISTING CLOTHES LINE EX. AIR CON UNIT

EX. AIR CON UNIT

99 .57 7

EXISTING DORMITORY WING

99 .59 0

EXISTING SLIDING GATE

EXISTING BITUMEN EXISTING DRIVEWAY

EXISTING CROSS OVER

BOUNDARY LINE

(53.72m)

EXISTING WALL AND LETTER BOX

EXISTING CROSS OVER

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, SITE PLAN DRAWN

CK

CHECKED APPROVED

ALBANY HWY

SITE PLAN

PRELIMINARY NOT FOR CONSTRUCTION

JD

DATUM CROWN OF ROAD 100.00

1,000 2,600

DTF PROJ No. 480

10173

REDUCTION 0

25

SIGNATURE DATE

AS SHOWN 1,120

KS

PRINCIPAL

KS

SCALE

1:200

DESIGNED

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

A.01

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

WALL / LINE LEGEND

NOTE: MAKE GOOD TO EXISTING CLADDING AT CORNERS AND FLUSH AS NECESSARY NEW CLADDING TO MATCH EXISTING PROFILE ON WEST SIDE

EXISTING BRICK WALLS

CUT BACK EXISTING ROOF RAFTER TO EDGE OF COLUMN

RETAIN GUTTER AND ROOF TO THIS AREA

BA COL C.F.C D DR EX. FL FW PPE RWP SD SS W WP

BREATHING APPARATUS COLUMN COMPRESSED FIBRE CEMENT CLADDING DOOR DRYER EXISTING FLOOR LEVEL FLOOR WASTE PROTECTIVE PERSONAL EQUIPMENT RAIN WATER PIPE SLIDING DOOR STAINLESS STEEL WINDOW WATER PROOF

RETAIN EXISTING HAND RAIL EXISTING RAMP

ALL EXISTING VENT GRILLES TO BE REMOVED FOR RELOCATION. MAKE GOOD TO WALL

REMOVE WALL PORTION FROM EXISTING STUD WALL

REMOVE EXISTING WINDOW. MAKE GOOD TO WALL

500

REMOVE POTION OF WALL FOR INSTALLATION OF NEW DOOR

REMOVE PORTION OF EXISTING CORNICE

BUILDERS NOTE

EXISTING AIRCONDITIONING UNIT OVER HEAD

ALL EXISTING VENT GRILLES TO BE REMOVED FOR RELOCATION. MAKE GOOD TO WALL

ALL EXISTING WHEEL STOPS REMOVE FOR RELATION NEW CAR PARK

EXISTING WATCH ROOM

F

S

F

S

F

NEW STUD FRAMED WALL METAL SHEETING CLADDING

W01

CLADDING OVER EXISTING COLUMN GROUND FLOOR 0c (99.820)

F

S UP

NEW BOLLARD

REPOSITION EXISTING WHEEL STOP

NEW BOLLARD TO STRUCTURE DRAWINGS

1:100 NEW RWP EXISTING HOSE COCK

1:100 NEW CAR PARK

NEW STUD FRAMED WALL TO BE OFFSET FROM EXISTING COLUMN AS SHOWN

EX. WC

EXISTING DORMITORY

EXISTING OFFICERS DORMITORY

EX. WC

EXISTING RAMP

EXISTING STORE

EXISTING DORMITORY

RELOCATED HAND RAIL

13,746 2,880

5,400 W 90

EXISTING COL

5,403

90

93 13,656 NEW GYM

90

3,203 W

EXISTING COL

2,080 SD

90 5,283

5,542

90

EXISTING TUNIC ROOM

NEW COL C L

NEW COL C L

3

NEW BOLLARD TO DETAIL PAINTED SAFTY YELLOW

N CO EW LU SH MN S

99 .57 7

750 MIN

NEW CAR PARK

EXISTING FL 99.587 TBC EXISTING BITUMEN

EXTENT OF EXISTING METAL ROOF OVER

B. A.04

W01

NEW GYM

W02

NEW CONC. RAMP UP

SD01

NEW BOLLARD TO DETAIL

EXISTING OFFICERS DORMITORY

EX. WC

PAINT RAMP IN SAFTY YELLOW PAINT- CHEVRON PATTERN

D01

STRUCTURAL ENGINEER APPROVAL IS REQUIRED FOR ALL CORE HOLE DRILLING

EX. RL 99.820 TBC

EXISTING FL

SKYLIGHT TO ROOF AS SPEC

EXISTING TUNIC ROOM

G01

G02

G03

G04

EX. STEP UP

INTERMEDIATE ROOM

EXISTING WINDOWS OVER HEAD TO THIS WALL

ENSURE END OF TUNIC RACK IS TO STANDARD FESA DETAILING. USE EXISTING CURVED EDGE

SINK

RELOCATED VENT GRILLES

SINK

90

EXISTING TUNIC RACK

LINE INDICATING NEW TILED SILL TO EXISTING WINDOW NEW CONDENSER UNITS

D06 WHITE BOARD NEW 50L ELECTRICAL STORAGE UNIT

BA SERVICE AREA EXISTING FL 100.00 NEW NON SLIP VINYL FW fw

NEW DRY CLEANING

SKYLIGHT TO ROOF AS SPEC NEW STUD FRAMED WALL WITH PLASTERBOARD ON EITHER SIDE

EXISTING FL NEW VINYL

FEATHER UNDER NEW VINYL TO SUIT NEW SCREED IN BA STORE AT NEW DOOR TO SUIT SCREED HEIGHT

D02 A.05

D04

D05

NEW STORE CABINET REFER D02/ A.05

EXISTING RWP

SS BENCH WITH INTEGRAL SINK TO DETAIL

EXISTING ROOF OVER

RETAIN EXISTING CABINETRY

300

980 D

11,423 3,631

430

2,770 VENT

GROUND FLOOR PLAN

980 D

430

2,700 VENT

1:100

430

2,700 VENT

430

3,443 3,605

VENT

EXISTING WINDOW

EXISTING HOSE COCK

1:100 C B A

21.01.2011 03.12.2010 22.11.2010

REV

DATE

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

BY CHKD REVISION DESCRIPTION

Department of Treasury and Finance

NEW FRAMED WALL C.F.C ON BOTH SIDES RETAIN EXISTING EXTERNAL WALL CLADDING HANGING RAIL @ 1440 SPACE ALLOCATED FOR CONTAMINATED CLOTHES FOR CLEANING

Building Management and Works

EXISTING OPENING

1,034

EXISTING RWP EX. METERBOX

980 D

1,034

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, FLOOR PLANS DRAWN

CK

APPROVED

JD

DESIGNED

KS

PRINCIPAL

DATE

AS SHOWN 10173

REDUCTION 0

25

SIGNATURE

KS

SCALE DTF PROJ No.

PRELIMINARY NOT FOR CONSTRUCTION

JD JD JD

Government of Western Australia

CHECKED

1

CK CK CK

NEW WALL INFILL FRAMING EXISTING OPENING

EXISTING RWP

HYDRAULICS PLAN

REPLACE WALL CLADDING TO THIS WALL. TO MATCH EXISTING

EXISTING OFFICE

EXISTING WINDOW

EXISTING RWP

NEW WALL LINING INTERNALLY DIRECT FIXED TO EXISTING WALL SUB-STRUCTURE

CUT EXISTING SLAB FOR NEW FW

300

1,532 1,953 EX. W 3,785 BA SERVICE AREA

90

EXISTING STEP LANDING

A A.04

EXISTING WATCH ROOM

870

EX. STEP UP

EXISTING FL 99.820 TBC EXISTING CONCRETE EXISTING WALL WITH ENGAGED PIERS

EXISTING AIRCONDITIONING UNIT OVER HEAD

SINK

CURRENT AUSTRALIAN STANDARDS, BCA & RELEVANT REGULATIONS SHALL BE USED AT THE TIME OF INSTALLATION

NEW WALL LINING INTERNALLY DIRECT FIXED TO EXISTING WALL SUB-STRUCTURE

EXISTING FL VINYL

EXISTING ENGINE ROOM

EXISTING LANDING

fw

0Ø 10

NEW EMERGENCY PPE & STORE

SKYLIGHT TO ROOF AS SPEC

Ø 50 50 Ø

EXISTING OFFICE

CONNECT FW INTO EXISTING SERVICES

REPLACE WALL CLADDING TO THIS WALL. TO MATCH EXISTING ON WEST WALL

D03

EXISTING OPENING

BA SERVICE AREA

ALLOW FOR NEW INSPECTION OPENING TO EXISTING PIPE WORKS

NEW WALL INFILL FRAMING

EXISTING OPENING

Ø 50

APPROXIMATE LOCATION OF SANITARY DRAINAGE FOR BA CONNECTION (ASSUME 100PVC)

NEW DOOR SWING 180º REFER DOOR SCHEDULE A.06

NEW STORE CABINET REFER D01/ A.05

EXISTING TUNIC RACK NEW INFILL TO EXISTING STUD FRAMED WALL MAKE GOOD TO EXISTING. WORK. PAINT WHOLE WALL OF THIS SIDE ONLY

EXISTING RWP

DR

870

870

D02

1,034

EXISTING STORE

EXISTING DORMITORY

1. FLOOR WASTE AND WASTE PIPE INCREASING IN DIAMETER TO 100Ø 2. ASSUME SANITARY WASTE PIPE FOR NEW BA STORE IS 50PVC PS/60 SHOULD THE PIPE BE SMALLER THAN THIS THE CONTRACTOR IS TO ADVISE THE ARCHITECT PRIOR TO INSTALLATION

EXISTING RWP

EXISTING WINDOW

EXISTING HANDRAIL PAINT AS SPEC

NEW INFILL TO EXISTING STUD FRAMED WALL

980 D

D01 A.05

UP

C A.04

FL 99.820 TBC CARPET NEW CONCRETE SLAB

EX. WC

EXISTING DORMITORY

2,320

1,034

E CO XIST LU IN MN G

NEW 5400x2500 CAR BAYS (4 OFF)

E CO XIST LU IN MN G

EXISTING COLUMNS TO BE RETAINED

620

EXISTING FL 99.587 TBC 2 NEW EXISTING GATE RWP

99 .59 0

CONDENSER UNITS UNIT 1. RELOCATED UNIT 2. NEW AS SPEC

EXISTING HOSE COCK

EXISTING RAMP

NEW EXTERNAL 1 STORE AREA

NEW BITUMEN INFILL MATCH EXISTING BITUMEN COVER PIPES

EXISTING HOSE COCK

EXISTING RWP

200

NEW 1800H METALCHAIN FENCE AND 1800Hx950W GATE

C.F.C DIRECT FIX TO EXISTING METAIL SHEETING

COLD WATER & HOT WATER PIPES CHASED IN WALL, DROPPING &/OR RISING TO VARIOUS FIXTURES- NO HORIZONTAL CHASING

N CO EW LU SH MN S

C L

640

E CO XIST LU IN MN G

NEW COL

C L C 3,750 L SET OUT FOR BOLLARD

1,155 90

470

RAMP

3,620

1,470 950 GATE

174

NEW RWP

REPOSITIONED EXISTING WHEEL STOPS

NEW RWP NEW SHS COLUMN

LINE OF NEW ROOF

EXISTING COLUMNS TO BE RETAINED

4,625 COS GYM

90

EXISTING DORMITORY BED 3

2

NEW SHS COLUMN TO SUPPORT NEW BEAM FOR ROOF OVER

A A.04

PLUMBERS NOTE:

E CO XIST LU IN MN G

N

MINIMUM GRADE FOR GRAVITY STORMWATER DRAINAGE SHALL CONFORM TO AS 3500, UNO 1% FOR 100mm & 150mm DIAMETER 0.5% FOOR 225mm DIAMETER 0.4% FOOR 300mm DIAMETER 0.35% FOOR 375mm DIAMETER

INTERMEDIATE ROOM

EXISTING COLUMNS TO BE RETAINED. C.F.C NEW WALLS PAINT INTERNALLY AND METAL SHEET CLADDING EXTERNALY

NEW CLERESTORY WINDOWS REFER WINDOW SCHEDULE A.06

PAINTED DELINEATION LINE MARKERS AS SPEC

EXISTING WATCH ROOM

6,033

NEW COL C L EXISTING ROOF OVER

90

NEW HIGH LIGHT REFER WINDOW SCHEDULE

THE CONTRACTOR SHALL IDENTIFY AT AN EARLY STAGE OF THE CONTRACT ANY DISCEPANCIES WITH THE DRAWINGS & SPECIFICATION THAT ARE AFFECTED BY EXISTING SERVICES LOCATIONS & GROUND CONDITIONS

PROVIDE ALL MATERIAL APPROVALS CERTIFICATES IN OPERATIONG MAINTENANCE MANUAL

F

EX. METERBOX

77

THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH SITE/GROUND CONDITIONS, LEVELS, PROPOSED FLOOR LEVELS & SERVICES INVERT LEVELS PRIOR TO COMMENCEMENT OF SITE WORKS.

PROVIDE ALL NECESSARY COMMISSIONING & TESTING AT PRACTICAL COMPLETION

UP

NEW RAMP

EXISTING COLUMN

THE CONTRACTOR SHALL REMAIN RESPONSIBLE FOR OBTAINING ALL NECESSARY INFORMATION RELATING TO THE LOCATION OF ALL MAIN INFRASTRUCTURE SERVICES INCLUDING SEWER, WATER, GAS, COMMUNICATIONS & POWER PRIOR TO COMMENCEMENTOF EXCAVATION WORKS.

PROVIDE ALL NECESSARY LABELING OF PIPEWORK

S W02

NEW SHS COLUMN

27

ALL EXISTING SERVICES SHOWN ARE IN APPROXIMATE LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING SITE SERVICES PRIOR TO COMMENCEMENT OF SITE WORKS

PROVIDE ADEQUATE PIPE SUPPORT TO ALL NEW SERVICES & ADDITIONAL SUPPORT TO EXISTING SERVICES AS REQUIRED

F

SD01

ELEVATION 3

THE CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LIAISING WITH ALL OTHER TRADES TO ENSURE THAT COORDINATION OF SERVICES IS UNDERTAKEN & THAT FINAL INTERGRATION OF SERVICES IS ACHIEVED

ALL DOMESTIC COLD WATER & HOT WATER SERVICES OFF TAKES ARE TO BE FITTED WITH SEPERATE CONTROL VALVES WHETHER SHOWN ON THE DRAWING OR NOT

CEILING LEVEL 2.600 (102.430) NEW CLERESTORY WINDOWS SCHEDULE

EXISTING OFFICE

REMOVE CEILING & ROOF PORTION FOR SKYLIGHT

THE COMPLETE HYDRAULIC SERVICES INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWIING WHETHER DEPICTED ON THE DRAWINGS OR NOT; - AS 3500 'THE NATIONAL PLUMBING & DRAINAGE CODE' - AS 2419 'FIRE HYDRANT INSTALLATIONS' - AS 2441 'FIRE HOSE REEL INSTALLATIONS' - AS 2444 'PORTABLE FIRE EXTINGUISHERS & FIRE BLANKETS - AS/NZS 5601 'GAS INSTALLATION CODE' -REQUIREMENTS OF ALL STATUTORY AUTHORITES HAVING JURISDICTION

PROVIDE STEP IRONS AT 300mm CENTRES (STAGGERED FOR ALL PITS GREATER THAN 1.1m DEEP

REMOVE EXISTING WINDOW AND FRAME. MAKE GOOD TO WALL. REMOVE EXISTING WALL CLADDING TO THIS WALL ONLY

REMOVE EXISTING WALL TILES. MAKE GOOD TO WALLS

EXISTING GUTTER BEYOND

NEW RWP

REMOVE PORTION OF EXISTING CORNICE

HYDRAULIC NOTES

MINIMUM GRADES FOR GRAVITY SANITARY DRAINAGE SHALL BE AS FOLLOWS. UNO 65Ø 2.5% 80Ø 1.65% 100Ø 1.65% 125Ø 1.25% 150Ø 1.00% 225Ø 0.65% 300Ø 0.4%

1:100

NEW BEAM

EXISTING WALL

REMOVE EXISTING FLOOR TILES. MAKE GOOD TO SLAB

RETAIN EXISTING CABINETS

MINIMUM DEPTH FOR COVER FOR STORMWATER PIPES 300mm FOR NON-TRAFFICABLE AREAS 450mm FOR TRAFFICABLE AREAS 600mm FOR HEAVY TRAFFIC AREAS

ELEVATION 2

EXISTING ROOF

NEW GUTTER REFER TO SPECIFICATION

REMOVE ALL FIXTURES AND FITTINGS. MAKE GOOD TO FLOOR AND WALLS

DEMOLITION PLAN

1:100

NEW GUTTER

REMOVE EXISTING SLIDING DOOR AND PELMET

CUT OUT HOLES FOR VENTILATION GRILLES

EXISTING COLUMNS IN NEW WALLS TO GYM TO BE CONCEALED WITH NEW WALL LINING

NEW WALL CLADDING TO EXTENT SHOWN. THIS WALL ONLY

NEW ROOF SHEETING FIXED TO EXISTING MAINTAIN EXISTING PITCH

REMOVE EXISTING DOOR SHOWN DASHED MAKE GOOD TO WALL

EXISTING KITCHEN / DINING

EXISTING TUNIC RACKS

CUT OUT HOLES FOR VENTILATION GRILLES GUAGE SIZE FROM EXISTING GRILLES G01-G04

NEW WALL CLADDING TO EXTENT SHOWN. THIS WALL ONLY

REMOVE CEILING AND ROOF PORTION FOR SKYLIGHT

EXISTING TUNIC RACKS REMOVE 500MM OF EXISTING TUNIC RACK AND BOOT RACK. REINSTALL CURVED END TO BOOT RACK

CUT BACK TOP OF LIMESTONE WALL TO SUIT PROPOSED STRUCTUAL SLAB LEVEL 99.820

REMOVE EXISTING SLIDING DOOR. INFILL OPENING AND MAKE GOOD TO WALL AND FLOOR

ELEVATION 1

EXISTING GYM

EXISTING ENGINE ROOM

EXISTING LANDING

PLUMBERS NOTE ALL NEW RWP TO CONNECT TO NEW SOAK WELLS. REFER TO SITE PLAN FOR MORE DETAIL

REMOVE CEILING AND ROOF PORTION FOR SKYLIGHT

EXISTING DORMITORY

REMOVE EXISTING WINDOW. INFILL OPENING AND MAKE GOOD TO WALL

2,000 90 DRY CLEANING

ABBREVIATIONS LEGEND

EXISTING STORE

D05

EX FL

EX FL

REMOVE EXISTING CARPET

REMOVE ASBESTOS EAVES LINING TO EXTENT SHOWN

EXISTING CAR PARK

TEMPORARILLY REMOVE AIR-CON CONDENCER UNIT FOR RELOCATION TO STORE

REMOVE EXISTING RWP

870

EXISTING DOOR

REMOVE EXISTING RWP

D03

REMOVE EXISTING SLIDING DOOR.MAKE GOOD TO WALL AND FLOOR

870

870

RELOCATE EXISTING LIGHT

EXISTING OFFICERS DORMITORY

EX. WC

REMOVE EXISTING WALL CLADDING TO THIS WALL ONLY

870

NEW DOOR. SIZE AS NOMINATED

E CO XIST LU IN MN G

LEGEND

EX. WC

EXISTING DORMITORY E CO XIST LU IN MN G

NEW BITUMEN INFILL

EXTENT OF EXISTING BITUMEN TO BE REMOVED CONSIDER NEW STRIP FOOTING. MAKE GOOD TO EXISTING

E CO XIST LU IN MN G

NEW NON SLIP VINYL

CUT AND SEAL EXISTING PIPES BELOW GL

EX CL

EX CL

2,610

LINE INDICATING EXISTING FOOTING

950

LINE INDICATING ROOF

REMOVE EXISTING BA AND WALL TILES SHOWN DASHED. MAKE GOOD TO WALLS

EXISTING ROOF

2,762

EXISTING STORM WATER PIPE

EXISTING ROOF

2,762

EXISTING DORMITORY BED 3

EXISTING WALL TO BE REMOVED REMOVE EXISTING LIGHT AND CLOSE OFF ELECTRICAL CIRCUIT

PORTION OF EXISTING BITUMEN TO BE REMOVED AS REQUIRED FOR NEW PAD FOOTING. MAKE GOOD TO GROUND

E CO XIST LU IN MN G

PORTION OF EXISTING BITUMEN TO BE REMOVED AS REQUIRED FOR NEW PAD FOOTING. MAKE GOOD TO GROUND

E CO XIST LU IN MN G

NEW STEEL FRAMED WALL WITH COMPRESSED FIBRE CEMENT CLADDING INTERNAL AND METAL CUSTOM ORB CLADDING EXTERNAL UNLESS NOTED OTHERWISE

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

A.02

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

WALL / LINE LEGEND EXISTING BRICK WALLS NEW STEEL FRAMED WALL WITH COMPRESSED FIBRE CEMENT CLADDING INTERNAL AND METAL CUSTOM ORB CLADDING EXTERNAL UNLESS NOTED OTHERWISE EXISTING WALL TO BE REMOVED EXISTING STORM WATER PIPE

EXISTING DORMITORY BED 3

LINE INDICATING ROOF LINE INDICATING EXISTING FOOTING NEW NON SLIP VINYL NEW BITUMEN INFILL

LEGEND WP

NEW DOOR. SIZE AS NOMINATED

870

VOID

WP 3 PHASE HARD WIRED

EXISTING DOOR

EX. WC

EXISTING DORMITORY

ABBREVIATIONS LEGEND BA COL C.F.C D DR EX. FL FW PPE RWP SD SS W WP

BREATHING APPARATUS COLUMN COMPRESSED FIBRE CEMENT CLADDING DOOR DRYER EXISTING FLOOR LEVEL FLOOR WASTE PROTECTIVE PERSONAL EQUIPMENT RAIN WATER PIPE SLIDING DOOR STAINLESS STEEL WINDOW WATER PROOF

NEW DRY CLEANING

EXISTING WATCH ROOM

INTERMEDIATE ROOM

ELECTRICAL LEGEND DOUBLE

EMERGENCY PPE & STORE

EXISTING ENGINE ROOM

EXISTING TUNIC ROOM

GPO @ 300 ABOVE FL

EXISTING STORE

EXISTING DORMITORY

NEW GYM

EXISTING OFFICERS DORMITORY

EX. WC

QUAD

GPO @ 1050 ABOVE FL

DOUBLE

QUAD

GPO @ 1550 ABOVE FL

DOUBLE

QUAD

BA SERVICE AREA

LIGHT SWITCH WITH 1 POLE

EXISTING OFFICE

LIGHT SWITCH WITH 2 POLE LIGHT SWITCH WITH 3 POLE

REFLECTIVE CEILING LEGEND SINGLE 40w FLUORESCENT TWIN 40w FLUORESCENT

GROUND FLOOR ELECTRICAL PLAN

1:100

EXHAUST FAN LIGHT SWITCH WITH 1 POLE LIGHT SWITCH WITH 2 POLE LIGHT SWITCH WITH 3 POLE AIR-CONDITIONING SKYLIGHT SMOKE DETECTOR LIGHT EXIT SIGN

EXISTING DORMITORY BED 3

MOUNT LIGHTS ON RAFTERS

EXISTING EAVES SOFFIT

EXPOSED RAFTERS

NEW GYM

LINE OF NEW CORNICE AND SKIRTING

CL COS

NEW PLASTERBOARD CEILING LINING CL 102.452

NEW SKYLIGHT @ 350Ø

EXISTING AIRCONDITIONING UNIT OVER HEAD

Y 3 WA

NEW FLUSHED LINED SUSPENDED CEILING WITH INSULATION

C B A

EXIT

AY 2W

EXISTING TUNIC ROOM EXISTING CL

NEW SKYLIGHT @ 350Ø

EXISTING WATCH ROOM

SPLIT SYSTEM AIR-CONDITIONING

BA SERVICE AREA LINE OF COVED VINYL EDGE

BY CHKD REVISION DESCRIPTION

Government of Western Australia

EXISTING CL

Department of Treasury and Finance

NEW CEILING INFILL WHERE WALLS REMOVED MAKE GOOD AND FLUSH TO EXISTING

NEW CORNICE TO MATCH EXISTING

EXISTING CL

Building Management and Works

RELOCATE EXISTING LIGHTS

NEW DRYING

EXISTING OFFICE EXISTING CL EXISTING LIGHTS

EXISTING EAVES SOFFIT

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, CEILING AND ELECTRICAL PLANS DRAWN

CK

CHECKED

1:100

APPROVED

JD

DESIGNED

KS

PRINCIPAL

DATE

DTF PROJ No.

10173

REDUCTION 0

25

SIGNATURE

KS

SCALE

AS SHOWN

PRELIMINARY NOT FOR CONSTRUCTION

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

NEW CORNICE TO STUD FRAME WALL

INSTALL TWO NEW WHILRYBIRDS SPACE EVENLY WITH EXISTING EXTRACTON FANS

GROUND FLOOR REFLECTIVE CEILING PLAN

JD JD JD

RELOCATE EXISTING LIGHTS

EXISTING CL

AY 2W

DATE

CK CK CK

NEW PPE STORE REMOVE EXISTING UNUSED LIGHT

NEW SKYLIGHT @ 350Ø

21.01.2011 03.12.2010 22.11.2010

REV

EXISTING ENGINE ROOM

AY 3W

EXISTING AIR-CONDITIONING

EXISTING STORE

EXISTING MEN'S DORMITORY

3 WAY

NEW SPLIT SYSTEM AIR-CONDITIONING

EXISTING OFFICERS DORMITORY

EX. WC

2W AY

EXISTING EAVES SOFFIT

VOID

RELOCATE EXISTING WALL MOUNTED LIGHT

EX. WC

EXISTING DORMITORY

2W AY

NEW CAR PARK

EXISTING EAVES SOFFIT

EXIT

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

A.03

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

NEW INSULATION BELOW ROOF CLADDING AS PER SPEC. INSTALL TO BCA REQ. NEW INSULATION IN CEILING SPACE AS PER SPEC. INSTALL TO BCA REQUIREMENTS

NEW RAFTER SPLICE TO EXISTING ROOF STRUCTURE FOR EXTENSION

BUILDERS NOTE: 1. BUILDER TO CONFIRM POSITION AND SIZE OF EXISTING SLAB AND FOOTING PRIER TO INSTALLATION IF EXISTING FOOTING IS IN A DIFFERENT LOCATION SHOWN ON DRAWINGS BUILDER TO CONTACT ARCHITECT PRIER TO INSTALLATION 2. BEFORE STARTING WORK ON EXISTING PATIO ROOF OVER NEW GYM PLEASE CONTACT STRUCTUAL ENGINEER ONE WEEK PRIER TO COMENCING WORK TO VERIFY MEMBER SIZES

EXISTING CEILING JOIST EXISTING METAL ROOF

REMOVE EXISTING GUTTER SHOWN DASHED EXISTING ROOF BEYOND NEW ROOF SHEETING. PITCH TO MATCH EXISTING NEW BEAM REFER STRUCTURAL DRAWINGS

EXISTING RAFTERS

NEW GUTTER TO SPEC CEILING LEVEL 2.622 (102.452) CL 102.452 EXISTING GUTTER BEYOND

EXISTING CEILING LEVEL 2.572 (102.392)

NEW 75mm COVED CORNICE ALL AROUND

EXISTING DP BEYOND NEW DP TO CONECT TO NEW SOAK WELL

EXISTING CEILING NEW 10mm PLASTERBOARD CEILING LINING

TIMBER PACKER

NEW COLUMN PURLING CHANNELS

NEW SHS TO STRUCTURAL DRAWINGS NEW EXPOSED RAFTERS STRUCTURAL DRAWINGS

UNDERSIDE OF BEAM 2400MIN

2,572

470 RAMP

200

NEW STUD FRAMED WALL C.F.C INTERNALLY

CL EXISTING WINDOW

NEW UNDER COVER CARPARK MAKE GOOD TO EXISTING BITUMEN PAVING AFTER INSTALLATION OF NEW STRUCTURE

REMOVE EXISTING DOWN PIPE BEYOND METAL SHEET EXTERNALLY PARGE NEW SLAB AROUND EXISTING COLUMNS AND AT EDGE. AS SHOWN

NEW SKIRTING 3mm x 75mm HIGH DENSITY FIBERBOARD PAINTED AS PER SPEC

NEW BOLLARD 139Øx1100H CONCRETE FILLED TO DETAIL

PARGE STEEL COLUMN

CONCRETE RAMP PAINTED IN NON SLIP SAFTY YELLOW PAINT IN CHEVRON PATTEN

RETAINED EXISTING BITUMEN. MAKE GOOD AS REQUIRED

MAKE GOOD TO EXISTING BITUMEN PAVING AFTER INSTALLATION OF NEW STRUCTURE

EXISTING SUMP DASHED BEYOND

EXISTING BITUMEN

EXISTING FLOOR

99.577

EXISTING WHEEL STOP TO BE REMOVED AND MADE GOOD TO BITUMINOUS PAVING. SHOWN DASHED

NEW CARPET AND UNDERLAY AS PER SPEC

EXISTING WALL FL 99.820 GROUND FLOOR 0c (99.820) NEW CONCRETE SLAB ON WATER PROOF MEMBRANE

232 C.O.S

MAKE GOOD TO EXISTING BITUMEN PAVING AFTER INSTALLATION OF NEW STRUCTURE

2,632 COS

NEW GYM

D03 -

REMOVE EXISTING BITUMINOUS PAVING SHOWN DASHED

99.590 NEW WATER PROOF MEMBRANE

500

NEW FOOTING TO STRUCTURE DRAWINGS NEW CONCRETE FOOTING FOR BOLLARD AND RAMP. REFER STRUCTUAL DRAWINGS

EXISTING COLUMN BEYOND

EXISTING FOOTING

NEW 280x400 CONCRETE FOOTING POUR AROUND EXISTING COLUMN PAD FOOTINGS. REFER STRUCTUAL DRAWINGS

LINE OF EXISTING BITUMEN TO BE REMOVE

450 SQ

D04 -

1:20

EXISTING ROOF STRUCTURE

COS

NEW INSULATION BELOW ROOF CLADDING AS PER SPEC. INSTALL TO BCA REQ.

COVER FLASHING FORM WATERPROOF SILICON SEAL. MAKE GOOD TO EXISTING

NEW INSULATION IN CEILING SPACE AS PER SPEC. INSTALL TO BCA REQUIREMENTS

EXISTING GUTTER AND ROOF

TRIMING BATTEN

NEW FURRING CHANNELS ENSURE FLASHING ARCHIVES WATER TIGHT SEAL BETWEEN GUTTER AND APRON FLASHING

EXISTING GUTTER ROOF AND WALL REFER TO SECTION C-C

NEW INSULATION IN CEILING SPACE AS PER SPEC. INSTALL TO BCA REQUIREMENTS NEW GUTTER AND FASCIA. REFER TO SPEC

SILICON SEAL

EAVES TRIMMING BATTEN

NEW INSULATION BELOW ROOF CLADDING AS PER SPEC. INSTALL TO BCA REQ.

NEW FURRING CHANNELS

10mm PLATSERBOARD LINING TO BULKHEAD FINISH ADJOINING WALL WITH SHADOWLINE AS SPEC

NEW GYM

FORM BULKHEAD 75x50mm WITH PINE BATTENS AS SPEC. BOLT FIX TO RAFTER AND ADJOINING WALL

EXISTING DORMITORY NEW FRAMED WALL BEYOND METAL SHEET CLADDING REFER TO SPEC

50 MIN

NEW SLIDING DOOR REFER DOOR SCHEDULE

EXISTING DORMITORY

NEW SKIRTING 3mm x 75mm HIGH DENSITY FIBERBOARD PAINTED AS PER SPEC

NEW CONCRETE SLAB ON WATER PROOF MEMBRANE

EXPANDABLE FOAM FINISHING ANGLE TO BOTTOM OF CLADDING

RELOCATE IF REQUIRED EXISTING HAND RAIL PAINTED REFER SPEC.OFFSET 50MM MIN FROM WALL 75mm STEEL STUD BOTTOM PLATE

NEW FOOTING AND SLAB TO STRUCTUAL DRAWINGS

280

3L8TM 50 COVER BTM DRILL AND EPOXY 3-N12 STARTOR BARS INTO EXISTING PAD FOOTING. EMBEDMENT 150mm 450 LAP

PARGE EDGE OF CONCRETE RAMP PRIOR TO NEW SLAB BEING POURED 400

NEW FOOTING

EXISTING FOOTING AND SLAB EXISTING FOOTING AND SLAB

Department of Treasury and Finance

Building Management and Works

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, SECTION AND DETAIL DRAWN

CK

CHECKED

SECTION B-B / A02

1:20

SECTION C-C / A02

1:20

APPROVED

DO4

WATERPOOFING DETAIL

1:10

JD

DESIGNED

KS

PRINCIPAL

DATE

AS SHOWN 10173

REDUCTION 0

25

SIGNATURE

KS

SCALE DTF PROJ No.

PRELIMINARY NOT FOR CONSTRUCTION

BY CHKD REVISION DESCRIPTION

EXISTING COLUMN BEYOND PARGE TO EXTENT OF NEW SLAB

EXISTING RAMP

NEW FOOTING AND SLAB TO STRUCTUAL DRAWINGS

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

NEW WATER PROOF MEMBRANE AS SPEC

MAKE GOOD TO EXISTING BITUMEN PAVING AFTER INSTALLATION OF NEW STRUCTURE

NEW FLASHING

JD JD JD

Government of Western Australia 290

232 COS

NEW SKIRTING 3mm x 75mm HIGH DENSITY FIBERBOARD PAINTED AS PER SPEC

DATE

CK CK CK

165

NEW GYM

NEW CARPET AND UNDERLAY AS SPEC

REV

FL 10.00

20

NEW C.F.C DIRECT FIX TO EXISTING SHEETING

NEW CARPET AND UNDERLAY AS PER SPEC

21.01.2011 03.12.2010 22.11.2010

NEW SKIRTING 3mm x 75mm HIGH DENSITY FIBERBOARD PAINTED AS PER SPEC

PARGE NEW SLAB AS SHOWN EXISTING COLUMN CONTAINED WITHIN NEW WALL

C B A

125 THICK SLAB N25 CONCRETE SL72 MESH (25 COVER TOP)

METAL SHEETING EXTERNALLY

CUT BACK LIMESTONE BLOCK TO MATCH FLOOR LEVEL OF GYM

1:10

NEW CARPET AND UNDERLAY AS PER SPEC

1,000 MIN HAND RAIL NEW STUD FRAMED WALL C.F.C INTERNALLY

GUTTER DETAIL

DO3

COLUMN BEYOND

NEW GYM

EXISTING COLUMN CONTAINED WITHIN NEW WALL

1:10

EXISTING WALL

75mm STEEL STUDS AND NOGGINGS

NEW C.F.C DIRECT FIX TO EXISTING SHEETING

FLASHING DETAIL

75mm STEEL STUD TOP PLATE

NEW 10mm PLASTERBOARD CEILING LINING NEW 75mm COVED CORNICE ALL AROUND

EAVES TRIMMING ANGLE EXTEND METAL SHEETING

REMOVE EXISTING ASBESTOS INSTALL FIBER CEMENT EAVES LINING TO CONCEAL EXISTING GUTTER

NEW 10mm PLASTERBOARD CEILING LINING NEW 75mm COVED CORNICE ALL AROUND

EXISTING DORMITORY

NEW 100Ø DP TO CONECT TO NEW SOAK WELL REFER TO SPEC

TRIMING FLASHING

EXISTING ROOF STRUCTURE

EXISTING EDGE FLASHING APRON.

NEW GUTTER REFER TO SPEC

COVER FLASHING

125

SECTION A-A / A02

NEW ROOF SHEETING PITCH TO MATCH EXISTING

75mm METAIL TOP PLATE

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

A.04

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

COS

FILL LEGEND

COS

EXTENT OF NEW VINYL

13,834

3,240 W

CONCEAL EXISTING COLUMN WITH C.F.C INTERNALLY AND METAL SHEET EXTERNALLY

2,043 SD

F

S

F

F

S

F

NEW STUD FRAMED WALL C.F.C

FLUSH JOINT C.F.C FOR NEW VINYL TO WALL

90

CONCEAL EXISTING COLUMN WITH C.F.C INTERNALLY AND METAL SHEET EXTERNALLY

900 VINYL

90

S

PAINT

NEW VINYL FL 9.820

100

E CO XIST LU IN MN G

5,403 W

E CO XIST LU IN MN G

90

E CO XIST LU IN MN G

90

2,878

90

gym

90

13,156 GYM

E CO XIST LU IN MN G

590

F

NEW SHADOWLINE TO UNDERSIDE OF BULKHEAD

F

G1 1:50

S

NEW SKIRTING 3mm x 100mm HIGH DENSITY FIBERBOARD PAINTED AS PER SPEC

NEW GYM NEW C.F.C DIRECT FIX TO EXISTING SHEETING

1

LINE OF BULKHEAD OVER

G

4,625 GYM 4,715

4,625 GYM

FL 9.820 CARPET GYM EQUIPMENT BY PROPRIETOR

2 NEW SHADOWLINE TO UNDERSIDE OF BULKHEAD

NEW GYM

EXTENT OF NEW WALL VINYL

INFILL EXISTING VENT GRILLE OPENINGS WITH STUD FRAME

MIRRORS BY PROPRIETOR THIS WALL

EXISTING JOINING STRIPS TO BE FLUSH FOR VINYL

MIRRORS BY PROPRIETOR EXISTING WALL

90

PAINT

90

NEW VINYL

FL 9.820

1:50

NEW SKIRTING 3mm x 100mm HIGH DENSITY FIBERBOARD PAINTED AS PER SPEC

G2 1:50

90

GYM ROOM LAYOUT

1,242

1,000 WHITE BOARD 2,847

620

1,645 420 CABINET

400 SH 63 NEW STUD FRAMED WALL WITH PLASTERBOARD ON EITHER SIDE

870

990

STAINLESS STEEL SHELF

EXISTING SS BENCH WITH INTEGRAL RWP SINK TO DETAIL

LINE SHOWING DOOR BEYOND

NEW TILES SS BENCH WITH INTEGRAL SINK TO DETAIL STAINLESS STEEL SHELF 100mm COVED VINYL EDGE

EXISTING WINDOW

100

100

VENT TO SIDE OF CABINET

100mm COVED VINYL EDGE

NEW STUD FRAMED WALL PLASTERBOARD CLADDING PAINTER PER SPEC

INSET TROUGH IN CUP'D

HMR FINISH TO EDGE OF CABINET

100mm COVED VINYL EDGE

BA SERVICE AREA

B1 1:50

1:50

100mm COVED VINYL EDGE 100

50L ELECTRICAL STORAGE UNIT BEYOND

1,200

3,785

10

HMR LAMINATE DOORS

400X400 CUBIC SHELVING FOR 30 SETS OF PPE REFER TO D01 FOR MORE DETAIL

1,286

NEW TILES

SS BENCH WITH INTEGRAL SINK TO DETAIL

WHITE BOARD 1000x1200mm

1,990

FAL L

L FAL

WHITE BOARD 1000x1200mm

NEW TILED SILL

600 TILES

fw FW

SS UP STAND

EXISTING WALL

NEW STAINLESS STEEL SHELF

NEW STAINLESS STEEL SHELF 1953x400W

40

SINK

B

3

80

EXISTING WINDOW

C L

1,053

CUT FLOOR WASTE INTO EXISTING SLAB AND CONNECT TO EXISTING SANITARY WASTE SYSTEM

1

CABINET REFER D06

C L

LINE INDICATING NEW TILED SILL TO EXISTING WINDOW

EXISTING WALL

850

2

SINK

FA LL

840

NEW STAINLESS STEEL SHELF OVER

NEW 75mm COVED CORNICE ALL AROUND

EXISTING CORNICE

EXISTING FL 10.00 NON SLIP VINYL

1,070

SINK

990

NEW BA SERVICE AREA

WHITE BOARD

3,175 BENCH 840 1,832

1,245

50L ELECTRICAL STORAGE UNIT

C L

1,953 SS SHELF

610 BIN 1,052

BUILD UP SCREED IN NEW ROOM TO SUIT FALLS TO NEW FLOOR WASTE

LL FA

3,785 BENCH

FEATHER VINYL TO SUIT NEW SCREED

2,540 CABINET

980 D

B3 1:50

VENT TO SIDE OF CABINET

STAINLESS STEEL LEGS

B2 1:50

2,620 400X400 CUBIC SHELVING FOR 30 SETS OF PPE

2,120 40

400

20

400

40

400

20

400

40

400

20

400

40 490

40

490

20

490

40

400 20

20 40

400X475 ADJUSTABLE HEIGHT SHELVING

LINE SHOWING DOOR (DASHED FOR CLARITY)

400

40

400

2

21.01.2011 03.12.2010 22.11.2010

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

BY CHKD REVISION DESCRIPTION

400 20

Government of Western Australia Department of Treasury and Finance

400

2,260

2,120

500 D 40 500 D

400

JD JD JD

Building Management and Works

400

400 20

100mm COVED VINYL KICKER

40 40

400

100

100

110

20

500 D

D 820

500

ELEVATION 1

40 40

20

20

40

500

DATE

CK CK CK

20

20 400

500

20

2,110

2,260

2,620

820 D

C B A

REV

820

820

500 D

20 20

LINE SHOWING DOOR (DASHED FOR CLARITY)

500

1

20

40

400X475 ADJUSTABLE CUBIC SHELVING FOR 20 SETS OF PPE

400X400 MIN INTERNAL CUBIC SHELVING FOR 30 SETS OF PPE

400

40 820 D

820

490

40

40

40

ELEVATION 2

400 440

440

DO1

CABINET DETAIL

1:20

DO6

CABINET DETAIL

1:20

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, ROOM LAYOUTS DRAWN

CK

CHECKED APPROVED

JD

KS

PRINCIPAL

DATE

AS SHOWN DTF PROJ No.

10173

REDUCTION 0

25

SIGNATURE

KS

SCALE

PRELIMINARY NOT FOR CONSTRUCTION

DESIGNED

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

A.05

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

NOTE ALL DOOR AND WINDOWS VIEWED EXTERNALY FROM. CONFIRM ALL OPENINGS ON SITE

LEGEND

WINDOW SCHEDULE 5,440

-

CHECK ALL DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORKS ALL GLAZING TO BE IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS REFER TO COLOUR SCHEDULE FOR POWERCOAT COLOURS REFER TO HARDWARE SCHEDULE IN THE SPECIFICATION FOR DOOR HARDWARE DOOR HANDLES 1050 AFL

A F S

AWNING WINDOW FIXED GLAZING SLIDING WINDOW SASH

-

F

S

F

S

ID SIZE OPENING SIZES (COS) FINISH LOCKSET GLASS TYPE FRAME

F

S

685

S

F

MAKE MULLION THIS SIDE INTERGRAL WITH WINDOW (SD1)

1,785

-

F 2,510

NOTE:

ALL DIMENSIONS TO BE CONFIRMED ON SITE

930

RIGHT HAND DOOR (R)

429

LEFT HAND DOOR (L)

F

1,785

INFILL GAP ABOVE TO SUIT BRICK DIMENSIONS WITH COLORBOND FLASHING

430

3,240

685

2,080

FL

MAKE MULLION THIS SIDE INTERGRAL WITH WINDOW (W02)

G01, G02, G03 & G04 CONFIRM ON SITE 430x930 COS EXISTING NONE NONE NONE

SD1 CONFIRM ON SITE 5403x2470 COS POWDER COATED LOCKWOOD GEN 3 TRANSLUCENT 40mm ALUMINIUM

W01 CONFIRM ON SITE 5403x685 COS POWDER COATED LOCKWOOD GEN 3 CLEAR 40mm ALUMINIUM

W02 CONFIRM ON SITE 5403x685 COS POWDER COATED LOCKWOOD GEN 3 CLEAR 40mm ALUMINIUM

WINDOW AND GRILL SCHEDULE

DOOR SCHEDULE 870 DOOR

870 DOOR

870 DOOR

870 DOOR

870 DOOR

870 DOOR

2,040

2,040

2,040

2,040

2,040

2,040

ALL DIMENSIONS TO BE CONFIRMED ON SITE

FL

ID DOOR SIZE FINISH LOCKSET FRAME

D01 870 PAINTED LOCKWOOD GEN 3 40mm PRESSED METAL

D02 870 PAINTED LOCKWOOD GEN 3 40mm PRESSED METAL

D03 870 POWDER COATED MECHANICAL DIGITALDOOR LOCK & LATCH SET 40mm PRESSED METAL

D04 870 PAINTED LATCH SET 40mm PRESSED METAL

D05 870 POWDER COATED MECHANICAL DIGITAL DOOR LOCK & LATCH SET 40mm PRESSED METAL

D06 870 PAINTED LOCKWOOD GEN 3 40mm PRESSED METAL

DOOR SCHEDULE

C B A

21.01.2011 03.12.2010 22.11.2010

REV

DATE

CK CK CK

JD JD JD

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

BY CHKD REVISION DESCRIPTION

Government of Western Australia Department of Treasury and Finance

Building Management and Works

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, DOOR AND WINDOW SCHEDULE DRAWN

CK

CHECKED APPROVED

JD

KS

PRINCIPAL

DATE

AS SHOWN DTF PROJ No.

10173

REDUCTION 0

25

SIGNATURE

KS

SCALE

PRELIMINARY NOT FOR CONSTRUCTION

DESIGNED

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

A.06

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

GENERAL NOTES 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING WITH WORK. 2. ALL DIMENSIONS ARE IN MILLIMETRES AND THOSE RELEVANT TO SETTING OUT (EXCLUDES FINISHES) AND OFFSITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED. THE ENGINEERS DRAWINGS SHALL NOT BE SCALED. 3. ALL LEVELS AND GRID CO-ORDINATES ARE IN METRES. 4. DURING CONSTRUCTION THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND NO PART SHALL BE OVER STRESSED UNDER CONSTRUCTION ACTIVITIES. 5. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE RELEVANT SAA CODES AND THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITY, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

BUILDERS NOTE ALL TUBE COLOR PRODUCTS TO BE GRADE C450L0

FOOTING SCHEDULE

PF1 PF2 PF3 SF1

PAD FOOTING PAD FOOTING PAD FOOTING STRIP FOOTING

450WDx900LGx500DP 450SQx500DP 470WDx1060LGx300DP 400SQx280DP

B S.03

A A.04

D S.03

PF1

PF2

FALL

C1

PF2

DESIGN CRITERIA 1. DEAD, LIVE, WIND AND EARTHQUAKE LOADS TO AS1170. 2. DESIGN WIND SPEED REGION A TERRAIN CATEGORY 2.5 DESIGN GUST WIND SPEED = 39 m/sec (ULTIMATE LIMIT STATE) MAXIMUM INTERNAL PRESSURE COEFFICIENT OF +0.3 3. FOUNDATIONS MEDIUM DENSITY SAND 100kPa PAD FOOTINGS ALLOWABLE BEARING PRESSURE 100kPa STRIP FOOTINGS RETAINING WALL SURCHARGE 1.5kPa (MAXIMUM) 4. LIVE LOADS GYMNASIUM FLOORS 5kPa ROOFS 0.25kPa DRIVEWAYS & PARKING 2.5kPa

C1

SIZE

9.5 77

DESCRIPTION

C1

MARK

C. S.03 PF3

EX .C

OL

SF1

SLAB EDGE TREATMENT TO DETAIL DO2/ A.04

OL

PF2

SF1

CONCRETE AND REINFORCEMENT 1. ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600. 2. REINFORCEMENT SHALL BE SUPPORTED ON APPROVED PLASTIC OR PLASTIC TIPPED WIRE CHAIRS & HOLD RIGIDLY IN POSITION AS FOLLOWS: * BARS UP TO N12 AND FABRIC - 800mm CENTRES * BARS N16 AND LARGER - 1200mm CENTRES 3. CONSTRUCTION JOINTS SHALL BE SCABBLED, CLEANED AND COATED WITH A CEMENT/WATER SLURRY IMMEDIATELY PRIOR TO PLACING CONCRETE. 4. CONCRETE SHALL BE COMPACTED USING MECHANICAL VIBRATORS. 5. NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL BE MADE UNLESS APPROVED BY ENGINEER. PIPEWORK PASSING THROUGH FOOTING BEAMS SHALL BE TO THE APPROVAL OF THE ENGINEER & SHALL BE WRAPPED WITH A COMPRESSIBLE MATERIAL OF MINIMUM 6MM THICKNESS. 6. ALL MESH TO CONFORM WITH AS1304 7. REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: N INDICATES DEFORMED BARS D500N TO AS/NZS4671. TM SUFFIX INDICATES TRENCH MESH USING DEFORMED BARS D500L TO AS/NZS4671.

E S.03

EX .C

OL

EX .C

SF1

EX .C

OL

9.5 90

B S.03

SF1

SF1

FL 9.820 TBC

FOUNDATIONS 1. DESIGN IS BASED ON CLASS 'A' FOUNDATION TYPE OR BETTER TO AS2870. IT IS THE BUILDER'S RESPONSIBILITY TO CONFIRM THE FOUNDATION TYPE PRIOR TO COMMENCING CONSTRUCTION. SHOULD THE FOUNDATION TYPE OR BEARING CAPACITY NOT SATISFY THE ABOVE CRITERIA THE BUILDER SHALL IMMEDIATELY CONTACT ENGINEER PRIOR TO CONSTRUCTION PROCEEDING. 2. BUILDER TO GRUB OUT AND REMOVE ALL ORGANIC MATERIAL AND DEBRIS FROM THE BUILDING PLATFORM. 3a. FILL MATERIAL UNDER THE SLAB SHALL BE APPROVED NON-PLASTIC MATERIAL COMPACTED IN 200 MAXIMUM THICKNESS LAYERS. 3b. FILL DEPTHS GREATER THAN 400mm REQUIRE "LEVEL 2" SUPERVISION IN ACCORDANCE WITH AS3798. CONTACT ENGINEER FOR ADVICE. 3C. PERTH YELLOW SANDS COMPACT SAND UNDER FOOTINGS AND SLABS TO 7 BLOWS PER 300mm OF A 9.0kg x 600mm PENETROMETER (TO AS1289 F3.3) OR AS OTHERWISE DETERMINED BY THE STRUCTURAL ENGINEER FOR A DEPTH OF 750mm UNO. 4. WHERE CLAY IS ENCOUNTED ON SITE, REPLACE CLAY WITH MINIMUM OF 600 mm DEEP CLEAN COMPACTED SAND UNDER ALL FOOTINGS & FLOOR SLABS. 5. THE BUILDING PLATFORM IS TO BE SHAPED TO ENSURE IT DRAINS TO ITS PERIMETER & THAT SUCH DRAINAGE IS TAKEN AWAY FROM THE PLATFORM AREA.

SLAB EDGE TREATMENT TO SECTION C / A.04

LINE OF EXISTING FOOTING TO BE RETAINED.

A A.04

STRUCTURAL SLAB AND FOOTING PLAN

STRUCTURAL STEEL 1. ALL STEELWORK SHALL BE IN ACCORDANCE WITH: AS3990 STEELWORK FOR ENGINEERING APPLICATIONS AS4100 STEEL STRUCTURES AS1538 COLD FORMED STEEL STRUCTURES 2. FABRICATOR TO CHECK ALL DIMENSIONS BEFORE CUTTING MATERIALS OR MANUFACTURING. FABRICATION TO AS4100 UON. THESE DRAWING ARE TO BE READ IN CONJUNCTION WITH THE PROJECT ARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGS. 3. UNLESS NOTED OTHERWISE ALL STEEL SHALL BE: AS3678 GRADE 250 HOT ROLLED PLATES AS3679.1 GRADE 300 HOT ROLLED UB, PFC, TFC, TFB, EA,UA & FLATS AS3679.2 GRADE 300 WB & WC AS1163 GRADE 250 FOR CIRCULAR HOLLOW SECTIONS Ø165mm & LESS AS1163 GRADE 350 FOR CIRCULAR HOLLOW SECTIONS LARGER THAN Ø165mm RECTANGULAR HOLLOW SECTIONS AS1397 500MPa FOR 1.2mm THICK PURLINS & GIRTS 450MPa FOR 1.6mm THICK PURLINS & GIRTS 450MPa FOR 1.0mm THICK CF CHANNELS 450MPa FOR 1.6mm THICK CF CHANNELS 4. UNLESS OTHERWISE SPECIFIED THE FOLLOWING SHALL APPLY (i) CLEATS, BRACKETS, STIFFENERS ETC. TO BE 4mm THICK, EX-STANDARD SQUARE EDGE FLATS U.N.O. (iii) INSPECTION TO BE CARRIED TO AS/NZS 1554.1:1995. ALL GP/SP WELDS TO BE 100% VISUALLY SCANNED. SP WELDS ALLOW FOR 25% VISUAL EXAMINATION U.N.O. (viii) CONNECTIONS - MINIMUM OF 4-12g TEKSCREWS 5. FABRICATOR SHALL ALLOW FOR ALL CLEATS AND OTHER FIXINGS REQUIRED BY THE SUPERVISOR. 6. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION IS STARTED. 7. SURFACE FINISH - REFER ARCHITECTURAL SPECIFICATION ALL EXPOSED STEELWORK SHALL BE TUBECOLOUR, 8 (i) THE CONTRACTOR SHALL REMAIN RESPONSIBLE AT ALL TIMES FOR PROVIDING ALL NECESSARY TEMPORARY BRACING AND OTHER SUPPORTS DURING ERECTION, TO STABILISE THE PARTIALLY CONSTRUCTED BUILDING. (ii) PARTICULAR ATTENTION MUST BE PAID TO THE BUCKLING STABILITY OF BEAMS AND COLUMNS PRIOR TO THE CONNECTION OF PURLINS, AND ROOF SHEETING. (iii) IT IS THE RESPONSIBILITY OF THE BUILDER TO OBTAIN PROPER TECHNICAL ADVICE WHEREVER NECESSARY TO ENSURE THE PARTIALLY COMPLETED STRUCTURE IS SAFE FROM COLLAPSE.

1:100

MEMBER SCHEDULE

90x90x2.0 SHS 200x50x2.0 RHS 200x50x2.0 RHS @ 1200CTS 2x200x50x2.0 RHS 76x39x2.0 @ 1200CTS 150x50x2.0 RHS @ 1200CTS

B S.03

A A.04

B1

D S.03

C1

SIZE

STEEL COLUMN STEEL BEAM TUBECOLOUR STEEL RAFTER TUBECOLOUR DOUBLE STEEL RAFTER TUBECOLOUR STEEL ROOF PURLINS STEEL HANGER BEAM TUBECOLOUR

C1

DESCRIPTION

C1 B1 R1 R2 P1 HB1

C1

MARK

P1

R2

R1

B S.03

TING

R

RUC

TUR

L CO

C B A

22.11.2010

REV

E

DATE

HB1

EXIS

ST OOF

E S.03

EX .

CO EX .

EX .

EX .

CO

L

L

CO

L

C. S.03

9. THE TENDERERS ARE TO ALLOW FOR THE COSTS OF THE STRUCTURAL STEELWORK SHOP DETAILER WE AKNOWLEDGE THE FACT THAT NOT EVERY ARCHITECTURAL & STRUCTURAL DETAIL HAS BEEN DOCUMENTED & THEREFORE THE SHOP DETAILER IS TO LIAISE CLOSELY WITH THE ARCHITECT & STRUCTURAL ENGINEER TO RESOLVE ALL SUBSEQUENT DETAILS. THE STEEL SUB CONTRACTOR IS TO BE AWARE & RESPONSIBLE FOR ALL DETAILING/FABRICATION COSTS OF THE PROJECT AT THE TIME F VIEWING THE TENDER DOCUMENTS. ANY RESPONSE AT A LATER DATE REGARDING HIS BEING UNAWARE OF UNEXPECTED HIGH OR COMPLICATED LEVELS OF DETAILING/FABRICATION WILL NOT BE BUILDER MUST SUPPLY COPY OF ARCHITECTURAL DRAWINGS TO 21.01.2011ACCEPTED. CK THEJD ISSUED FOR TENDER WHEN OBTAINING FORAPROVAL THE STEEL WORK. 03.12.2010HIS STEEL CKFABRICATOR JD ISSUED FORPRICES CLIENT

CK

JD

ISSUED FOR PRE-TENDER ESTIMATE

BY CHKD REVISION DESCRIPTION

Government of Western Australia Department of Treasury and Finance

Building Management and Works A A.04

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, STRUCTURAL DRAWN

CK

CHECKED

STRUCTURAL ROOF BEAM PLAN

1:100

APPROVED

JD

KS

PRINCIPAL

DATE

AS SHOWN DTF PROJ No.

10173

REDUCTION 0

25

SIGNATURE

KS

SCALE

PRELIMINARY NOT FOR CONSTRUCTION

DESIGNED

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

S.01

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

BUILDERS NOTE:

D.02 -

CUT BACK EXISTING EAVES TO FLUISH AT NEW FRAMED WALL

400

1. BUILDER TO CONFIRM POSITION AND SIZE OF EXISTING SLAB AND FOOTING PRIER TO INSTALLATION IF EXISTING FOOTING IS IN A DIFFERENT LOCATION SHOWN ON DRAWINGS BUILDER TO CONTACT ARCHITECT PRIER TO INSTALLATION 2. BEFORE STARTING WORK ON EXISTING PATIO ROOF OVER NEW GYM PLEASE CONTACT STRUCTUAL ENGINEER ONE WEEK PRIER TO COMENCING WORK TO VERIFY MEMBER SIZES

P1 PROPRIETRY HIDDEN FIXINGS TO MANUFACTURE SPECIFICATION HB1

B1 PROPRIETRY HIDDEN CONNECTIONS TO MANUFACTURES SPECIFICATION

CEILING LEVEL 2.622 (102.452) R1

EXISTING CEILING LEVEL 2.572 (102.392)

HIDDEN PATIO CONNECTIONS TO MANUFACTURES SPECIFICATION. MIN 4-12g TEKSCREWS

FIXING TO BE DETERMAINED ON SITE BY ENGINEER

2,572

470 RAMP

200

2,632 COS

C1

NEW BOLLARD 139Øx3 CHS CONCRETE FILLED

PARGE EDGE OF NEW SLAB. AS SHOWN

1,100

D.01 -

125 THICK SLAB N25 CONCRETE SL72 MESH (25 COVER TOP) 40 SIDE COVER

2 COATS BITUMINOUS PAINT

EXISTING FLOOR

MASSCONCRETE FOOTING, 500 DEEP 450x450 SQ FOR BOLLARD 300 DEEP FOR RAMP

N20 MASS CONCRETE

500

99.590

2 NI2 CAST IN TO FOUNDATION

PF2

280

99.577

GROUND FLOOR 0c (99.820)

SF1

PARGE EDGE OF NEW CONCRETE SLAB AROUND EXISTING COLUMNS

400

3L8TM 50 COVER BTM DRILL & EPOXY 3-N12 STARTER BARS INTO EXISTING PAD FOOTING. EMBEDMENT 150mm 450 LAP

MASTIC JOINT

450 SQ

D.03 -

SECTION A-A / S01

1:20

C1 2 COATS BITUMINOUS PAINT AS SPEC

C B A

10 PLATE

21.01.2011 03.12.2010 22.11.2010

REV

DATE

CK CK CK

JD JD JD

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

BY CHKD REVISION DESCRIPTION

V6

R1

RENFORCEMENT WITH 40mm END COVER

EXISTING WALL

EXISTING COLUMN BEYOND

500

PF2

EXISTING SLAB

EXISTING BEAM TO BE EXAMINED AND CONNECTION OF RAFTER ASSESSED ON SITE BY STRUCTURAL ENGINEER TIMBER PACKER

2 NI2 CAST IN TO FOUNDATION

Department of Treasury and Finance

Building Management and Works

25

N20 MASS CONCRETE

Government of Western Australia

40

HB1

WATERPROOFING MEMBRANE

MASTIC JOINT AS SPEC

EXISTING FOOTING

450 SQ

DO2

DO1

FOOTING DETAIL /S01

1:10

RAFTER CONNECTION DETAIL / S01

1:10

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, STRUCTUAL

DO3

SLAB/ FOOTING DETAIL / S01

1:10

DRAWN

CK

CHECKED APPROVED

JD

KS

PRINCIPAL

DATE

AS SHOWN DTF PROJ No.

10173

REDUCTION 0

25

SIGNATURE

KS

SCALE

PRELIMINARY NOT FOR CONSTRUCTION

DESIGNED

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

S.02

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011

200

CL

NEW BOLLARD 139Øx3x1100H CHS CONCRETE FILLED

290

NEW CONCRETE SLAB ON WATER PROOF MEMBRANE

125

125 THICK SLAB N25 CONCRETE SL72 MESH (25 COVER TOP)

165

400

NEW WATER PROOF MEMBRANE AS SPEC

P1 PROPRIETRY HIDDEN FIXINGS TO MANUFACTURE SPECIFICATION SF1

B1 PROPRIETRY HIDDEN CONNECTIONS TO MANUFACTURES SPECIFICATION

MASSCONCRETE FOOTING PF2 500

3L8TM 50 COVER BTM DRILL AND EPOXY 3-N12 STARTOR BARS INTO EXISTING PAD FOOTING. EMBEDMENT 150mm 450 LAP

2 NI2 BARS DRILLED THROUGH BOLLARD

R2

PF2

PROPRIETRY HIDDEN CONNECTIONS TO MANUFACTURES SPECIFICATION

HIDDEN PATIO CONNECTIONS TO MANUFACTURES SPECIFICATION. MIN 4-12g TEKSCREWS

6 PL 2 M12 BOLTS DOUBLE RAFTER AT COLUMNS LOCATION

C1 TO SUPPORT NEW BEAM FOR ROOF OVER 450

220 670

C1

C1

SECTION C-C/ S01

1:10

90 FLASHING

P1 BEYOND

NEW BOLLARD 139ØX3 CHS CONCRETE FILLED

R1 B1

1,099

C1

SECTION D-D/ S01

1:10

2 COATS BITUMINOUS PAINT

C B A

V6

21.01.2011 03.12.2010 22.11.2010

REV

DATE

CK CK CK

JD JD JD

ISSUED FOR TENDER ISSUED FOR CLIENT APROVAL ISSUED FOR PRE-TENDER ESTIMATE

BY CHKD REVISION DESCRIPTION

Government of Western Australia Department of Treasury and Finance

500

2 NI2 CAST IN TO FOUNDATION

Building Management and Works

2 NI2 BARS DRILLED THROUGH BOLLARD CONCRETE RAMP PF1

900 (450 WIDE) MASSCONCRETE FOOTING PF3

FESA MADDINGTON 1961 ALBANY HWY MADDINGTON, STRUCTUAL

PF3

SECTION B-B / S01

1:10

DRAWN

CK

CHECKED APPROVED

JD

PRELIMINARY NOT FOR CONSTRUCTION

1:10

KS

PRINCIPAL

DATE

AS SHOWN DTF PROJ No.

10173

REDUCTION 0

25

SIGNATURE

KS

SCALE

SECTION E-E/ S01

DESIGNED

DRAWING No.

2/05/2011 DTF FILE No.

FILE NO

S.03

10:57 AM THIS IS A CADD DRAWING DO NOT AMEND MANUALLY 10173 FESA Maddington Rev C..pln

C

2/05/2011