0.3 3d new building peregian beach qld 4573 hall 0.4 3d ... · 3.2 reflected ceiling plan 3.3 floor...

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© COPYRI GHT 2014 - M DES IGNTHE IDE AS AND CONCE PTS CONTA INE D WITHINTHI S DOCUME NT AND THE DOCUMENT I TSE LFREMA IN THE INTELLECTUAL PROPERTY OF MDESI GN AND MAY NOT BE COP IED ORREP RODUCED I N P ART OR IN WHOLE WITHOUTEXPRESS ED WRI TTE N P ERMISS ION FROMMICHAEL BROEREN OF M DESI GN.

t. 07 5471 2721t. 0422 969 645

M DesignPO Box 290Peregian Beach QLD 4573BSA No. 1066058

Contact: Michael Broeren

For:

2/07/201810:04:44 PM

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KILCOY STATE HIGH SCHOOLHALL

SEIB ST, KILCOY QLD 4515

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NTH EAST 3D PERSPECTIVE

DRAWING SCHEDULE

00 COVER SHEET

0.1 GENERAL NOTES

0.2 3D EXISTING BUILDING0.3 3D NEW BUILDING

0.4 3D GROUND LEVEL & MEZZ0.5 3D SECTION A

0.6 3D PERSPECTIVES

1.1 SITE PLAN2.0 GROUND FLOOR - EXISITNG

2.1 GROUND FLOOR PLAN

2.2 MEZZANINE LEVEL2.3 ROOF PLAN

2.4 SLAB & HYD LOCATION PLAN

3.1 ELECTRICAL PLAN3.2 REFLECTED CEILING PLAN

3.3 FLOOR PLAN - WEST

3.4 FLOOR PLAN - EAST4.1 ELEVATIONS EAST & STH

4.2 ELEVATIONS WEST & NTH

5.1 SECTION A5.2 SECTION B & C

6.1 CONSTRUCTION DETAILS

6.2 RAMP DETAILS7.1 WINDOW SCHEDULE

7.2 DOOR SCHEDULE7.3 APPENDIX A & B

GENERAL NOTES

GENERAL NOTES & LEGENDSGeneral Abbreviations & Symbols:

ADDRESS:

Propery Description

SITE AREA =

EXISTING FLOOR AREASEXISTING COURT =EXISTING SHED =

PROPOSED AREASGROUND LEVEL =MEZZANINE LEVEL =

PROPOSED TOTAL =

FW Floor Waste

HC Hose Cock

S Smoke Alarm

CL Ceiling LevelCOL ColumnCOS Confirm On SiteD# DoorDP DownpipeEX ExistingFD# Fire exit doorFFL Finished Floor LevelFGL Finished Ground LevelFH Fire HydrantFHR Fire Hose ReelFW Floor waste

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t. 07 5471 2721t. 0422 969 645



CONSTRUCTION NOTES TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS ANDDOCUMENTS APPLY ACCORDINGLY "BUILDING DESIGN STANDARDS FOR DET FACILITIES" WITHDESIGN DOCUMENTS.

CONSTRUCTION REFERENCE DOCUMENTS:ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL CONSTRUCTION CODEOF AUSTRALIA 2016 (NCC) HOUSING PROVISIONS VOLUME TWO, RELEVANT AUSTRALIANSTANDARDS AND THEIR MOST CURRENT AMENDMENTS, DETE DESIGN STANDARDS VOLUME 3

BUILDING CLASSIFICATION = 9B.

LOCAL AUTHORITY:THE WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE LOCAL AUTHORITYREGULATIONS IN RELATION TO THE CLASS AND TYPE OF CONSTRUCTION, INCLUDINGCONDITIONS SET OUT IN RELATED DEVELOPMENT PERMITS & APPROVALS.

SETOUT, LEVELS, AND DIMENSIONS:BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING LEVELS, FINISHED LEVELSAND ALL SITE SERVICES ARE TO BE VERIFIED BY THE BUILDER. NOTIFY THE DESIGNER OF ANYVARIATION BETWEEN THE DOCUMENTATION AND SITE CONDITIONS.

FLOOR LEVELS:ALL STRUCTURAL AND FINISHED FLOOR SURFACE LEVELS AND GRADES ARE TO BECONFIRMED WITH THE DESIGNER PRIOR TO THE COMMENCEMENT OF ANY WORK.

DRAWINGS:WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OFF DRAWINGS. DO NOT SCALEFROM DRAWINGS. NOTIFY THE DESIGNER OF ANY VARIATIONS OR DISCREPANCIES IN THEDIMENSIONING OF THE PLANS.

STRUCTURAL ENGINEERING:ARCHITECTURAL DRAWINGS AND DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH THEENGINEERS DRAWINGS. REFER TO ENGINEERING DRAWINGS FOR ALL STRUCTURALDEMOLITION DETAILS.

LIGHT STEEL FRAME & STRUCTURAL STEEL:THE BUILDING FRAMES AND STRUCTURAL STEEL MEMBERS ARE TO BE DESIGNED, SUPPLIED,& INSTALLED BY A SUITABLY QUALIFIED FRAMING CONTRACTOR INCLUDING BUT NOT LIMITEDTO ALL ROOF, WALL, FLOOR, CEILING, POSTS, BEAMS, AND BRACING MEMBERS. STEELMEMBERS SHALL MEET THE REQUIREMENTS OF AS 4100 STEEL STRUCTURES, AS/NZS 4600COLD-FORMED STEEL STRUCTURES, AND THE N.A.S.H. (NATIONAL ASSOCIATION OF STEELHOUSING) STANDARD. PROVIDE STRUCTURAL CERTIFICATION AND WARRANTIES AS REQUIREDBY THE CERTIFIER AND PROPRIETOR RESPECTIVELY.

GALVANISING OF STRUCTURAL STEELWORK:ALL STRUCTURAL STEELWORK, FITTINGS AND FIXTURES SHALL BE HOT DIPPED GALVANISEDIN ACCORDANCE WITH AS/NZS 4680 & AS 2309. ALL OTHER STEELWORK, FITTINGS ANDFIXTURES SHALL BE PASSIVE GALVANISED UNLESS NOTED OTHERWISE IN THE FINISHESSCHEDULES. AVOID ON SITE WELDING.

SITE ACCESSBEFORE CONSTRUCTION COMMENCES AND THE CONTRACTOR TAKES POSSESSION OF THESITE THE OWNER WILL PROVIDE A PERMANENT DRIVEWAY FOR USE DURING CONSTRUCTION.CONTRACTOR TO REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION

CEILING ACCESSCEILING ACCESS MANHOLES ARE TO LOCATED TO SUIT ROOF FRAMING. POSITIONFRAMES SO AS TO PROVIDE A CLEAR 600mm x 600mm OPENING.

PAINTINGCOMPLY WITH THE RECOMMENDATIONS OF AS/NZS 2311. ALSO REFER DETE DESIGNSTANDARDS SECTION 4.4.4

AIR CONDITIONING SYSTEMSAIR CONDITIONING SYSTEMS TO BE PROVIDED IN ACCORDANCE WITH AS/NZS 1668.1AND AS 1668.2 AS REQUIRED BY THE NCC.

ELECTRICAL SERVICESELECTRICAL SERVICES TO BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING:ELECTRICAL INSTALLATION: TO AS/NZS 3008.1.1 AND SAA HB 301.TELECOMMUNICATIONS CABLING: TO AS/ACIF S008, AS/ACIF S009, AS/NZS 3080, SAA HB29 AND SAA HB 252.DETE DESIGN STANDARDS SECTION 3.2.7

ELECTRICAL APPLIANCESELECTRICAL APPLIANCES TO BE IN ACCORDANCE WITH AS3350.1

TERMITE PROTECTIONSUPPLY & INSTALL A TERMITE BARRIER SYSTEM IN ACCORDANCE WITH AS 3660, AS3660.1, AND THE NCC PART 3.1.3. INSTALL TO THE MANUFACTURER'S SPECIFICATIONSAND PROVIDE WRITTEN WARRANTIES COMMENCING FROM THE DATE OF PRACTICALCOMPLETION.

WINDOW FRAMES & GLAZINGWINDOW FRAMES AND GLAZING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2047, AS 1288 AND TO AS3959 PART 6.5.2

SMOKE ALARMS & EMERGENCY LIGHTINGASSESS SUITABILITY OF CURRENT SMOKE ALARMS IN ACCORDANCE WITH THE NCC,PART 3.7.2.4 & PART 3.7.2.5

FIRE EXTINGUISHERSASSESS SUITABILITY OF CURRENT FIRE EXTINGUISHERS IN ACCORDANCE WITH THENCC AND AUSTRALIAN STANDARDS.

WATERPROOFING - WALL OPENINGSINSTALL ALL NECESSARY FLASHINGS, MEMBRANES, DRIPS, STORM MOULDS,CAULKING ETC SO THAT WATER IS PREVENTED FROM PENETRATING THE BUILDINGBETWEEN FRAMES AND THE BUILDING STRUCTURE. PROVIDE WRITTEN WARRANTIESCOMMENCING FROM THE DATE OF PRACTICAL COMPLETION.

FALLS IN FLOORSFALL WET AREA FLOORS TO FLOOR WASTES. FALL ALL EXTERNAL SURFACES AWAYFROM THE BUILDING AND/OR TO DRAINAGE OUTLETS UNLESS OTHERWISE NOTED.PROVIDE SLAB SET-DOWNS, STRUCTURAL FALLS, & BEDDINGS AS REQUIRED.

STAIRS, HANDRAILS & BALUSTRADESSTAIRS, HANDRAILS AND BALUSTRADES TO BE CONSTRUCTED INACCORDANCE WITH THE NCC, PARTS 3.9.1 & 3.9.2, INCLUDING AS1170.1AND AS1288. BALUSTRADES TO HAVE A MINIMUM HEIGHT OF 1000mmABOVE FINISHED SURFACE LEVEL UNLESS NOTED OTHERWISE. STAIRBALUSTRADE TO HAVE A MINIMUM HEIGHT OF 865mm ABOVE STAIRNOSING UNLESS NOTED OTHERWISE.

THERMAL INSULATIONSUPPLY & INSTALL THERMAL INSULATION IN ACCORDANCE WITH THENCC, PART 3.12.1. ALSO REFER DETE DESIGN STANDARDS SECTION4.8.1

LIGHTINGLIGHTING SHALL BE PROVIDED ACCORDANCE WITH THE NCC PART J6& AS1680

FLASHINGSFLASHINGS SHALL GENERALLY BE CORROSION RESISTANT,COMPATIBLE WITH THE OTHER MATERIALS IN THE INSTALLATION, ANDCOATED WITH A NON-STAINING COMPOUND WHERE NECESSARY INACCORDANCE WITH AS/NZS 2904.

INTERIOR LININGS & PLASTERBOARDALL INTERIOR LININGS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S SPECIFICATIONS, INCLUDING ALLFASTENERS, EXPANSION JOINTS, TRIMS, AND THE LIKE.PLASTERBOARD SHALL BE INSTALLED IN ACCORDANCE WITH AS 2589GENERALLY, WET AREA'S TO AS 3740. LININGS TO EXTERNAL BLOCKWALLS SHALL BE INSTALLED ON A PROPRIETARY STEEL FURRINGCHANNEL SYSTEM - REFER TO DRAWINGS FOR WALL DETAILS ANDSCHEDULES FOR FINISHES.

SLIP RESISTANCEALL INTERIOR & EXTERIOR FLOOR FINISHES TO COMPLY WITH AS 4586FOR SLIP RESISTANCE INCLUDING STAIRS. PROVIDE WRITTENEVIDENCE OF RATING UPON PRACTICAL COMPLETION.

TIMBERTIMBER CONSTRUCTION TO BE IN ACCORDANCE WITH AS 1684 ANDTHE NCC.PARTICLEBOARD FLOORING MATERIAL TO AS/NZS 1860.1.FIBRE CEMENT FLOORING COMPRESSED SHEETS TO AS/NZS 2908.2TYPE A, CATEGORY 5.PLYWOOD FLOORING STANDARD TO AS/NZS 2269.0, BOND TYPE A,TONGUE AND GROOVED.

HR Hand RailNGL Natural Ground LevelOHC Over Head CupboardPWD Person with disabilityRD# Roller doorSD Step downTGSI Tactile ground surface indicatorVB Vanity BasinW# WindowWC Water Closet

2/07/201810:04:45 PM

GENERAL NOTES

0.1

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385m²

436m²

51m²

720m²

SEIB ST, KILCOY QLD 4515

57m²

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© COPYRIGHT 2014 - M DESIGNTHE IDEAS AND CONCEPTSCONTAINED WITHIN THIS DOCUMENTAND THE DOCUMENT ITSELF REMAINTHE INTELLECTUAL PROPERTY OF MDESIGN AND MAY NOT BE COPIED ORREPRODUCED IN PART OR IN WHOLEWITHOUT EXPRESSED WRITTENPERMISSION FROM MICHAELBROEREN OF M DESIGN.

t. 07 5471 2721t. 0422 969 645w. www.m-designs.com.au



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3D EXISTINGBUILDING

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3D NEWBUILDING

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3D GROUNDLEVEL & MEZZ

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3D SECTION A

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3DPERSPECTIVES

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3D VIEW TO CONTROL ROOM

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WM

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05 5 10 15 20 25 30 35 40 45 50 55

Scale 1:500 - Lengths are in Metres

Garden

110.75

110.78

SWP Grate

IO 150PVC

SWP GrateLL 113.05IL 112.45



110.46

110.47

111.15

109.54

109.36

109.63 10

9.63

109.61

109.42

109.51

109.5210

9.49

109.47

109.45

109.25

109.55

109.39

109.60 110.02

110.33110.41

111.0211

1.27

112.52

111.99

112.80

111.12

109.86

110.00

109.49

108.98

108.21

108.21

109.95

109.99

109.50

109.52

112.82

112.77

108.17

107.70

107.99

107.56

107.45

107.95

107.62

107.92

107.75

108.39

108.14

108.10

113.03

112.62

111.27

110.76110.53

110.20

110.6910

9.30

107.90

108.33

108.81

108.63

109.28

109.99

109.17

109.58

109.73

110.25

111.01

110.51

110.50

108.46

108.35

108.30

109.33

Gutter 112.13

Gut

ter

110

.70

Gutter 114.50

111.72

111.33

111.23

110.69

110.67

110.63

Gutter 112.12

110.58

110.48

110.87

110.93

111.04

Gut

ter

110

.71

Gutter 114.50

Gutter 114.51

Gutter 112.03

HY110.63

MHLL 110.94

109.85

110.07

109.99

110.43

109.76

109.79

110.12

109.64

109.62

111.44

110.99

110.01

110.01

110.12

Block

Wall

Palm

Gum

Gum

Bottle Brush

Gum

Box

Box

Pine

Silky Oak

Gum

Palm

Palm

Gum

Gum

Silky Oak

112.95

108.97

109.00

109.34

109.12

108.97

109.81

109.19

110.11

110.31

110.37

110.41

110.44

111.86

111.72

PM 12813

112.89

RL 111.706

108.60

Pole

110.83

111.45

111.86

111.28

110.84

110.77

110.72

110.62

111.00

111.08

111.17

110.79

110.63

Seat

Concrete

Concrete

Concrete

109.35

109.50

109.54

109.64

109.84

110.03

110.23

110.35

110.51

110.71

110.93

111.07

111.26

111.49

111.68

111.88

112.08

112.27 112.4611

2.65112.63112.46

112.27112.09

111.8911

1.67

111.49

111.26

111.07

110.94110.73

110.53

110.36

110.22

109.98 10

9.80

109.77

109.62

110.78

110.77

110.83

112.91

112.83

112.8811

2.86

112.87

112.92

113.03 11

2.9311

3.03

113.01

113.08

113.14

113.10

113.00

113.00

113.08

113.12

113.12

113.03

112.92

113.03

113.01

112.90

112.88

112.88

112.86

112.97

112.96

109.05

109.09

109.1510

9.2210

9.2510

9.27

109.28

109.26

109.17

109.08

109.00

109.01

109.00

109.01

108.96

108.82

108.86

108.97

108.93

108.84

108.95

109.0110

9.06

109.10

109.35

110.17

110.13

109.49

109.09

109.0810

9.08

109.16 10

9.11

109.95

109.97

109.97 10

9.96

110.94

110.98

111.04

111.00

111.29

111.33

111.30

111.32

111.19

111.03

110.99

110.91

110.93

110.92

110.87

110.94

110.89

110.76

110.80

110.86

110.84

110.84

110.72

110.47

110.45

110.63

110.79

110.85

110.76

109.80

110.66

110.67

108.64

109.09

110.33

PIT

PIT

LL 12.93

Roof 112.47Roof 112.42

Roof 112.42

Roof 112.51

Gutter 112.11

S

SW

Tank 113.10

112.91

112.93

112.96

113.06

113.08

112.95

113.05

113.09

113.08

112.99

112.94

112.94

109.49

109.45

109.59

109.57

Building

Building

Building

Building

Block Retaining Wall

Block Retaining Wall

111

110

110 109

109

110

110

111

112

113

112

111

108

108

75°00'00"

85.043

KERB

BITUMEN

GRAVEL

GUTTER

BATTER

BANK TOP

BANK BOTTOM

DRAINAGE

SEWER

WATER

ELECTRICAL

FENCE

RETAINING WALL

GUARDRAIL

BUILDING

TELSTRA

TREELINE

BDY

PAVING

DAM/POOL

LINETYPE LEGEND

CONCRETE

WALL

CROWN

MAJOR CONTOUR

MINOR CONTOUR

GARDEN

POWER POLE

STOP VALVE

HYDRANT

TELSTRA PIT

ELECTRICITY JUNCTIONBOX

SEWER MANHOLE

STORMWATER MANHOLE

WATER METER

LIGHT POLE

BENCH MARK

STORMWATER GRATE

DENOTES GRAVEL

DENOTES CONCRETE

DENOTES BUILDING

DENOTES BITUMEN

DENOTES PAVING

DENOTES DAM/POOL

DENOTES TREE

SE

IBS

TR

EE

T

345°01'00"133.535

254°59'00"180.20 Ck

289CG3882

CG3882383

PHOTO 1 PHOTO 2 PHOTO 3

1DENOTES DIRECTIONOF PHOTO TAKEN.

2

3446

CG4241

UP

KILCOY STATE HIGH SCHOOL HALL

PROPOSEDNEW WORKS EXISTING BUILDING

PROPOSEDNEW WORKS

Stage 1 = Essential Services installation.

Stage 2 = Enclose Existing Structure including end walls.

Stage 3 = Finalise as per remaining design.

EXISTING SHED

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t. 07 5471 2721t. 0422 969 645



For:

1 : 500

2/07/201810:05:06 PM

SITE PLAN

1.1

1720

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1 : 500

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06

06

07

07

08

08

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09

09

04

04

05

05

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10

10

EXISTING3 BAY

STORAGE SHED

RD EX.

RD EX.

RD EX. RD EX.

108350 EXISTING COURT

34491

5739 5749 5758 5749 5754 5740 807919

726

COL. EX COL. EX COL. EX COL. EX COL. EX COL. EX COL. EX

COL. EX COL. EX COL. EX COL. EX COL. EX COL. EX COL. EX

LIN

EO

FR

OO

FO

VE

R

108230

job no:

date:


sheet title:

Proj

ectA

ddre

ss:

drawn by:


t. 07 5471 2721t. 0422 969 645



For:

1 : 200

2/07/201810:05:07 PM

GROUND FLOOR -EXISITNG

2.0

1720

SIE

BS

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EE

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ILC

OY

,QLD

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AL

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KIL

CO

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1 : 200

FLOOR PLAN - EXISTING0 8m

1:2002 4 6

north

RE

VD

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DA

TE

AC

O-O

RD

INA

TIO

N02

.07.

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UP

4 3 2 1

4 3 2 1

UP 4.1

4.2 W

E

4.2

N

06

06

07

07

08

08

BB

09

09

6000 6000 5739 5749 5758 5749 5754 5740 8079

EXISTING3 BAY

STORAGE SHED

04

04

05

05

03

03

AA

1972

602

02

01

01

109250

108350

MALECHANGE

FEMALECHANGE

PWD

PERFORMANCESTAGE

COURT

GROUP ACTIVITYROOM

NEW3 BAY

STORAGE SHED

NEW ADDITION

STORE

SWINGSCREEN

2

5.1

1

5.2

CHAIR LIFT ORPORTABLE LIFT FUTURELOCATION TBC

2

5.2

DRINKFOUNTAIN

FOLD DOWN BASKETBALLRINGS ABOVE.REF APPENDIX B

RD EX.

SP

OR

TS

CU

RT

AIN

.RE

FA

PP

EN

DIX

A

4200

CO

L.

NEW CONCSEATING

LIN

EO

FA

WN

ING

OV

ER

NEW RETAINING WALL

175 7949 150 40425 150

175

3812

150

1190

290

1500

9018

8090

4375

175

2423

9

175 4443 90 4468 90 2885 175

12327

755

9028

8517

5

175 1880 90 7039 90

175 5754 175

6104

175

8036

175

2156

8386

LINE OF ROOF OVER

109250

1000

UP

RD EX.

RD EX. RD EX.

RD05

RD06

RD08

RD01 RD02 RD03 RD04

RD10 RD09

RD13 RD14

D04D03

D02

RD12 RD11

D05

W59

W60

W01 W02

HR

HR

HRHR

FIRE EXIT 1

FIRE EXIT 4

10

10

NEW CONCSEATING

190 9817 190 3000 190 9814 190

307

3127

1160

1160190 BLK

NEW CONC PATH

2106 5973

HR

HR

HR

HR

108650

108350108650

6039 5000 12259 5000 377 5740

W58 W57

W56

EXISTING COURTNO NEW WORKS, UNLESS DAMAGED DURINGCONSTRUCTION THEN CONTRACTOR MAKE GOOD

FALL

35 SD

FALL

35 SD

35 SD35 SD35 SD35 SD

NO NEW WORKS

900

900

900

900

FD 04

FD 01

35 SD

13.3

UPRAMP UP 1:25

RA

MP

UP

1:1

9

UP

TGSI

TGSI

13.4

COL. COL.

FHR

FD 02

FIRE EXIT 2

FD 03

FIRE EXIT 3

FHR

FW

DPDPDP DP

CU

RT

AIN

TR

AC

K

BU

LKH

EA

DA

BO

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COL.COL.

DPDPDPDPDPDP

DPDPDPDP DP

DP DP DP DP

AW

NIN

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4500

NEW RETAINING WALL NEW RETAINING WALL

TGSI

LANDINGOVER

PWD CHAIRLIFT

STAIRS TO COMPLY WITH AS 1428.1& DET STANDARDS,MIN TREAD DEPTH = 270mmMAX RISER HEIGHT = 175mm

RD05

RD07

LEGEND

BEBFCCOLCOMS

DB

DFFBFEHRLOOHCPBRSSB

SFCSKSUTRTVURVBVB2VYLWB

BENCHTOP & JOINERY UNITBROOM FINISH CONCRETECOLUMN, TO ENG'S DETAILSCOMMS RACK, TO ELECENG'S DETAILSDISTRIBUTION BOARD,TO ELEC ENG'S DETAILSWATER COOLER, PWDFIRE BLANKETFIRE EXTINGUISHERHANDRAILLOUNGE (NOT IN CONTRACT)OVERHEAD CUPBOARDPIN BOARDROLLER SHUTTERSMART BOARD (NOT IN CONTRACT)SPONGE FINISH CONCRETESINKSTAINLESS STEEL SINK UNITTHRESHOLD RAMPTV UHF POINT, INCL ANTENNAURINALVANITY BASINVANITY BASIN, PWDVINYL, SHEETWHITEBOARDWATER CLOSET

1 : 200

FLOOR PLAN

job no:

date:


sheet title:

Proj

ectA

ddre

ss:

drawn by:


t. 07 5471 2721t. 0422 969 645



For:

As indicated

2/07/201810:05:10 PM

GROUND FLOORPLAN

2.1

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

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15

AL

TE

RA

TIO

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&A

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NS

PR

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TR

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N

M DESIGN

KIL

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TA

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4.1

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06

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07

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04

05

05

03

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02

02

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6000 6000 5739 5749 5758 5749 5754 5740 8079

1972

6

2

5.1

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CONTROLROOM

1

5.2

2

5.2

FOLD DOWN BASKETBALLRINGS ABOVE.REF APPENDIX B

111050

108350

109250

LINE OF ROOF OVER

D06

W03

W04

W05

W06

W07 W08

W09

W10

W11

W12 W13

W14

W15

W16

W17 W18 W20

W19 W21

W22

W23

W25

W24

W26

W28

W29

W30

W31

W33W32

W34

W35

W36

W37

W38W40

W39

RD09

RD04

RD03RD02

RD01

RD10 W41

W42

W43

W44

W45W46W48

W47W49

W50W51

W52

W53W55

W54

1972

6

EXISTING ROOF

900 OH

LIN

EO

FR

OO

FO

VE

R

10

10

FD 04

FD 01

W61

COL. COL.LINE OF AWNING

4500

BA

L

TG

SIPWD CHAIR

LIFTUP

LEGEND

BEBFCCOLCOMS

DB

DFFBFEHRLOOHCPBRSSB

SFCSKSUTRTVURVBVB2VYLWB

BENCHTOP & JOINERY UNITBROOM FINISH CONCRETECOLUMN, TO ENG'S DETAILSCOMMS RACK, TO ELECENG'S DETAILSDISTRIBUTION BOARD,TO ELEC ENG'S DETAILSWATER COOLER, PWDFIRE BLANKETFIRE EXTINGUISHERHANDRAILLOUNGE (NOT IN CONTRACT)OVERHEAD CUPBOARDPIN BOARDROLLER SHUTTERSMART BOARD (NOT IN CONTRACT)SPONGE FINISH CONCRETESINKSTAINLESS STEEL SINK UNITTHRESHOLD RAMPTV UHF POINT, INCL ANTENNAURINALVANITY BASINVANITY BASIN, PWDVINYL, SHEETWHITEBOARDWATER CLOSET

job no:

date:


sheet title:

Proj

ectA

ddre

ss:

drawn by:


t. 07 5471 2721t. 0422 969 645



For:

As indicated

2/07/201810:05:13 PM

MEZZANINE LEVEL

2.2

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

,45

15

AL

TE

RA

TIO

NS

&A

DD

ITIO

NS

PR

ELI

MIN

AR

YO

NLY

NO

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NS

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UC

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N

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KIL

CO

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TA

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CH

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L30

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21.0

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CC

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RD

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TIO

N26

.03.

201

8

DC

O-O

RD

INA

TIO

N02

.07.

201

8

1 : 200

MEZZANINE LEVEL

north

0 8m1:200

2 4 6

UP

06 07 08

B

0904 0503

A

0201

10°

10°

5°

RIDGE

EXISTING ROOF

EXISTINGROOF

BC

BC

BC

BC

BC

NEW GUTTER

NEW GUTTER

GUTTER

6000 6000 5739 5749 5758 5749 5754 5740

1972

6

NEW ROOF

12000

EXISTING ROOF

34491

NEW

2131

NEW ROOF

6848

302

1953

619

0

1972

651

06

BC

10°

NEW ROOF

2513

9N

EW

RO

OF

EXISTING GUTTER

EXISTING GUTTER

NEW ROOF

1069

3N

EW

RO

OF

1980 6700

NE

WR

OO

F

4805

AW

NIN

G

4500

EXISTING GUTTER

EX

IST

ING

GU

TT

ER

1152 12000 975

14127 NEW ROOF

NEW ROOF SHEETINGTO MATCH EXISTING

NEW ROOF SHEETINGTO MATCH EXISTING

1069

3

8680 NEW ROOF

10°

10°

10°

NEW GUTTER

13152

NOTES:

- DOWNPIPE & GUTTER SIZE & LOCATION TO HYDRAULIC ENGINEER'S DESIGN & DETAIL

- PROVIDE CSR BRADFORD THERMOSEAL OR SIMILAR APPROVED REFLECTIVE FOILSARKING WITH 'ROOF SAFE' SAFETY MESH OR SIMILAR APPROVED UNDER, FIXED TO NEWROOF STRUCTURE TO MANUFACTURER'S SPEC. TO MEET AS4389-1996

90°

ALL NEW VENTS INSTALLEDAS PER MAN SPEC.

10

900

900

900

900

REMOVE EXISTING BARGECAPPING FROM EXISTINGROOF - MAKE GOOD. OVERLAP NEW ROOF SHEETINGTO EXISTING AS PER MANUFACTURER'S SPEC. ENSURECOMPLETE WATER TIGHT FINISH

EX

IST

ING

EX

IST

ING

TO

MA

TC

HE

XIS

TIN

GR

OO

FP

ITC

HT

OM

AT

CH

EX

IST

ING

RO

OF

PIT

CH

NEW CORRUGATED PROFILED ROOF CLADDING. COLOURTO MATCH EXISTING. INSTALL AS PER MANUFACTURER'SSPEC. ENSURE COMPLETE WATER TIGHT FINISH.

90°

NE

WR

OO

F

11507 NEW AWNING

DP DP DP DP

DP DP DP DP

DP DP

DPDPDPDPDP

DPDPDPDP

LEGEND

BC - BARGE CAPPINGDP - DOWNPIPE

job no:

date:


sheet title:

Proj

ectA

ddre

ss:

drawn by:


t. 07 5471 2721t. 0422 969 645



For:

As indicated

2/07/201810:05:15 PM

ROOF PLAN

2.3

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

,45

15

AL

TE

RA

TIO

NS

&A

DD

ITIO

NS

PR

ELI

MIN

AR

YO

NLY

NO

TF

OR

CO

NS

TR

UC

TIO

N

M DESIGN

KIL

CO

YS

TA

TE

HIG

HS

CH

OO

L

1 : 200

ROOF PLAN0 8m

1:2002 4 6

RE

VD

ES

CR

IPT

ION

DA

TE

AF

OR

CLI

EN

TA

PP

RO

VA

L30

.01.

201

8B

CO

-OR

DIN

AT

ION

21.0

2.2

018

CC

O-O

RD

INA

TIO

N26

.03.

201

8

DC

O-O

RD

INA

TIO

N02

.07.

201

8

north

north

UP

06 07 08

B

0904 0503

A

0201

108350

108230

108350

108350108350

12252 NEW SLAB

252 12000

320

1972

642

06

2425

2

3905

301

1981228

NEW SLAB

5322 200

1435

1435

273

NEW SLAB

5322 159

EXISTING SLAB

EXISTINGSLAB

NEW SLAB

NEW SLAB

NE

WS

LAB

NE

WS

LAB

COL.

190

4591

6000 6000 5739 5749 5758 5749 5754 5740

10

FALL

35 SD

FALL

35 SD

35 SD35 SD35 SD35 SD

35 SD

108650108350

4375

175

175 4445

2535

675

655

860

7020

650

9602 2650

820

3110

4376 575

REFER TO STRUCTURAL ENGINEER'SDRAWINGS FOR SLAB KEY DETAILS

9806

1976

COL.COL.COL.

FHR FHR

DP DPDPDPDPDP

DP DP DP DP

DP DP DP DP DP

FW

1545

FW

1760

0 8m1:200

2 4 6

job no:

date:


sheet title:

Proj

ectA

ddre

ss:

drawn by:


t. 07 5471 2721t. 0422 969 645



For:

1 : 200

2/07/201810:05:16 PM

SLAB & HYDLOCATION PLAN

2.4

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

,45

15

AL

TE

RA

TIO

NS

&A

DD

ITIO

NS

PR

ELI

MIN

AR

YO

NLY

NO

TF

OR

CO

NS

TR

UC

TIO

N

M DESIGN

KIL

CO

YS

TA

TE

HIG

HS

CH

OO

L

1 : 200

SLAB & HYDRAULIC LOCATION PLAN

RE

VD

ES

CR

IPT

ION

DA

TE

AF

OR

CLI

EN

TA

PP

RO

VA

L30

.01.

201

8B

CO

-OR

DIN

AT

ION

21.0

2.2

018

CC

O-O

RD

INA

TIO

N26

.03.

201

8

DC

O-O

RD

INA

TIO

N02

.07.

201

8

north

4 3 2 1

4 3 2 1

UP

UP

EXISTING3 BAY

STORAGE SHED

MALECHANGE

FEMALECHANGE

PWD

PERFORMANCESTAGE COURT

GROUP ACTIVITYROOM

NEW3 BAY

STORAGE SHEDSTORE

UP

UP

109250

108350

108230

108350UP

RAMP UP

RA

MP

UP

FD 04

FD 01

EXIT

EXIT

EXIT

EXIT

FD 03

FD 02

ELECTRICAL LEGEND:

Light/Fan Switch @ 1100mm above FFL

Downlight fitting as per spec.

Single GPO @300mm above FFL Highunless otherwise noted

Double GPO @300mm above FFLunless otherwise noted.

Load Centre as per spec.

Double External GPO

Mechanical Exhaust Fan. Refer spec.

EXT.

Light Switch 2 Way @ 1100mm above FFL

UNLESS OTHERWISE NOTED --DOUBLE GPOS - 300 ABOVE FLOOR OR 150 ABOVE BENCHTOPS-AERIAL OUTLETS - 1800H U.N.O / 1500H LIVING + BED 1-SWITCHS - 1100 ABOVE FLOOR-COMPUTER/DATA OUTLETS - TO BE NETWORKED-USB OUTLETS TO POWERPOINTS WHERE NOTED-WALL MOUNTED EXTERNAL LIGHTS & SWITCHES TO BE LOCATEDAT DOOR OPENING SIDE, REFER TO PLANS & ELEVATIONS- ELECTRICAL INSTALLER TO ENSURE ALL ELECTRICAL FIXTURES &FITTING ARE INSTALLED AT CORRECT DISTANCES FROM WATERSOURCES ACCORDING TO AS. 3000-2007

Ceiling Fan - Refer to spec

Smoke Alarm w/ hard wired backup batteryas per AS 3786-1993

EXT External Wall Mounted Light FittingRefer spec

Ceiling Mounted Man Hole

Antenna Outlet @1100mm above FFL

Lighting Wire Connection

Fan Wire Connection

S

MH

VOID

SOUNDCONTROL

ROOM

111050

10

D06

BA

L

TG

SIPWD CHAIR

LIFTUP

job no:

date:


sheet title:

Proj

ectA

ddre

ss:

drawn by:


t. 07 5471 2721t. 0422 969 645



For:

As indicated

2/07/201810:05:20 PM

ELECTRICAL PLAN

3.1

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

,45

15

AL

TE

RA

TIO

NS

&A

DD

ITIO

NS

PR

ELI

MIN

AR

YO

NLY

NO

TF

OR

CO

NS

TR

UC

TIO

N

M DESIGN

KIL

CO

YS

TA

TE

HIG

HS

CH

OO

L

1 : 200

GROUND LEVEL ELECTRICAL PLAN

0 8m1:200

2 4 6

RE

VD

ES

CR

IPT

ION

DA

TE

AC

O-O

RD

INA

TIO

N21

.02.

201

8B

CO

-OR

DIN

AT

ION

26.0

3.2

018

CC

O-O

RD

INA

TIO

N02

.07.

201

8

north

1 : 200

MEZZANINE LEVEL ELECTRICAL PLAN

06 07 08

B

0904 0503

A

0201

EXISTING3 BAY

STORAGE SHED

MALECHANGE

FEMALECHANGE

PWD

PERFORMANCESTAGE

COURT

GROUP ACTIVITYROOM

NEW3 BAY

STORAGE SHED

STORE

CU

RT

AIN

TR

AC

K

1972

6

6000 6000 5739 5749 5758 5749 5754 5740

LIG

HT

ING

RIG

VENTSABOVE

ROOF RIDGE FAN ABOVETBC

FAN ABOVETBC

FFL + 2700FFL + 2700FFL + 2700

FFL + 2700

10

FFL + 2700

BU

LK

HE

AD

B

09

SOUNDCONTROL

ROOM

STAIR WELL

10

ELECTRICAL LEGEND:

Light/Fan Switch @ 1100mm above FFL

Downlight fitting as per spec.

Single GPO @300mm above FFL Highunless otherwise noted

Double GPO @300mm above FFLunless otherwise noted.

Load Centre as per spec.

Double External GPO

Mechanical Exhaust Fan. Refer spec.

EXT.

Light Switch 2 Way @ 1100mm above FFL

UNLESS OTHERWISE NOTED --DOUBLE GPOS - 300 ABOVE FLOOR OR 150 ABOVE BENCHTOPS-AERIAL OUTLETS - 1800H U.N.O / 1500H LIVING + BED 1-SWITCHS - 1100 ABOVE FLOOR-COMPUTER/DATA OUTLETS - TO BE NETWORKED-USB OUTLETS TO POWERPOINTS WHERE NOTED-WALL MOUNTED EXTERNAL LIGHTS & SWITCHES TO BE LOCATEDAT DOOR OPENING SIDE, REFER TO PLANS & ELEVATIONS- ELECTRICAL INSTALLER TO ENSURE ALL ELECTRICAL FIXTURES &FITTING ARE INSTALLED AT CORRECT DISTANCES FROM WATERSOURCES ACCORDING TO AS. 3000-2007

Ceiling Fan - Refer to spec

Smoke Alarm w/ hard wired backup batteryas per AS 3786-1993

EXT External Wall Mounted Light FittingRefer spec

Ceiling Mounted Man Hole

Antenna Outlet @1100mm above FFL

Lighting Wire Connection

Fan Wire Connection

S

MH

job no:

date:


sheet title:

Pro

ject

Ad

dre

ss:

drawn by:





Fo

r:

ISS

UE

:

As indicated

2/07/201810:05:22 PM

REFLECTEDCEILING PLAN

3.2

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

,451

5

AL

TE

RA

TIO

NS

&A

DD

ITIO

NS

PR

ELI

MIN

AR

YO

NLY

NO

TF

OR

CO

NS

TR

UC

TIO

N

M DESIGN

KIL

CO

YS

TA

TE

HIG

HS

CH

OO

L

north

1 : 200

RELECTED CEILING PLAN

1 : 200

MEZZANINE LEVEL

0 8m1:200

2 4 6

RE

VD

ES

CR

IPT

ION

DA

TE

AC

O-O

RD

INA

TIO

N21

.02.

201

8B

CO

-OR

DIN

AT

ION

26.0

3.2

018

CC

O-O

RD

INA

TIO

N02

.07.

201

8

4 3 2 1

4 3 2 1

06

B

04 0503

A

0201

2

5.1

1

5.2

MALECHANGE

FEMALECHANGE

PWD

PERFORMANCESTAGE

GROUP ACTIVITYROOM

UP

STORE

SWINGSCREEN

CHAIR LIFT ORPORTABLE LIFT FUTURELOCATION TBC

DRINKFOUNTAINS

SP

OR

TS

CU

RT

AIN

.RE

FA

PP

EN

DIX

A

CU

RT

AIN

TR

AC

K

755

9028

8517

5

LINE OF ROOF OVER

109250

1000

UP

1880

1880

RD13 RD14

D04D03

D02

RD12 RD11

D05

W59

W60

W01 W02

HR

HR

HRHR

NEW CONC PATH

HR

HR

HR

HR

RAMP UP 1:25

RA

MP

UP

1:1

9

108350108650

W58 W57

W56

900

900

900

UP

TGSI

TGSI

CLEAR

1500

CLE

AR

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16.2

36.2

26.2

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FD 01

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108350

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FE

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4

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175 4443 90 4468 90 2885 175

12327

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9011

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150

3812

175

3905

175 7949 150

FHR

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1500

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90mm STUD FRAME WITH FIRST 1800HWALLS TO BE CLAD WITH 9mm IMPACTRESISTANT F.C SHEET LINING & PAINTFINISH.

6mm F.C SHEETING TO REMAINDER. REFERDETAILS ON DRAWING 6.1

WALL: 9mm F.C 2700HCEILING: 6mm F.C 2700H

FW





BU

LK

HE

AD

AB

OV

E

ALL WALLS 1800H : 9mm F.C PAINT FINISHALL WALLS ABOVE 1800H: 6mm F.C PAINT FINISH


DP DP DP DP

DPDP

DPDPDPDP

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FLOOR PLAN -WEST

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175 5754 175

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35 SD

35 SD35 SD

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WALL: 9mm F.CCEILING: 6mm F.C

175 5754 175

175

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TGSI

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STAIRS TO BE CLOSED TREAD &EXACT TREAD WIDTH TO BEDETERMINED BASED OFF STAIRCLIMBER MANUFACTURER ANDMODEL REQUIREMENTS. TOCOMPLY WITH AS1428.1, SEC 11

PWDCHAIR LIFT

270

350

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LIN

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RD07

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2/07/201810:05:29 PM

FLOOR PLAN -EAST

3.4

1720

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GROUND FLOOR108350

PITCHING HEIGHT 1112050

06 07 08

FGL108200


09EXISTING COLORBONDTRIMDEK ROOF SHEETINGEXISTING COLORBOND

CUSTOM ORB WALL SHEETING,FIXED VERTICALLY

PORTAL HEIGHT

PITCHING HEIGHT 3

CLADDING112950

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ALL NEW GLAZING

ME

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NEW ADDITION

NEW COLORBOND TRIMDEKROOF SHEETING TO MATCHEXISTINGNEW COLORBOND TRIMDEK

ROOF SHEETING

ALL NEW VENTS INSTALLEDAS PER MAN SPEC

W58 W57

W55 W54 W53 W52 W51

RD10

W50 W49 W48 W47 W46 W45 W44 W43 W41W42

RD09

W40 W39 W38 W37 W36

10

900900

900

PROVIDE SAFETY MESH TOALL OPERABLE WINDOWS

NEW COLORBOND CORRUGATED PROFILED WALL CLADDING VERTICALLY FIXED, INSTALLED AS PERMANUFACTURER'S SPEC INCLUDING ALL FLASHINGS, CAPPINGS, TOE MOULDS TO ENSURE COMPLETEWATER TIGHT FINISH. FIX TO EXISTING & NEW FRAME. REFER TO STRUCTURAL ENGINEER'S DETAILS.COLOUR TBA.

2400

FD 03 FD 04

DP DPDPDPDP

DPDPDPDP

GROUND FLOOR108350


B

FGL108200


PORTAL HEIGHT10° APPROX PITCH10° APPROX PITCHPITCHING HEIGHT 3

EXISTING COLORBONDTRIMDEK ROOF SHEETING

BR

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NEW STORE & SOUND BOOTH

W56

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W33 W31 W30 W29 W28 W26 W25 W24 W23

ALL NEW VENTSINSTALLED TOMAN SPEC.

900 OHNEW AWNING ROOFSHEETING TO MATCHEXISTING

NEW COL. TO STRUCTURALENGINEER'S DESIGN & DETAIL

NEW ROOF & WALLSHEETING TO MATCHEXISTING

DOWNPIPES & GUTTERS AS PERHYDRAULIC ENGINEER'S DESIGN & DETAIL

10°

10°

NEW COLORBOND CORRUGATED PROFILED WALL CLADDING VERTICALLY FIXED, INSTALLED ASPER MANUFACTURER'S SPEC INCLUDING ALL FLASHINGS, CAPPINGS, TOE MOULDS TO ENSURECOMPLETE WATER TIGHT FINISH. FIX TO EXISTING & NEW FRAME. REFER TO STRUCTURALENGINEER'S DETAILS. COLOUR TBA.

PROVIDE SAFETY MESH TO ALLOPERABLE WINDOWS

2400

DPDP

DP

DP

COL.

U/S

AW

NIN

G

4330

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ELEVATIONS EAST& STH

4.1

1720

SIE

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15

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NOTE: BUILDER TO CONFIRM ON SITE ALL EXISTING FRAMINGHEIGHT PRIOR TO ORDERING TO ENSURE ALL HEIGHTS MATCH

GROUND FLOOR108350


060708

FGL108200


09

PORTAL HEIGHT

PITCHING HEIGHT 3

EXISTING COLORBONDTRIMDEK ROOF SHEETING

EXISTING COLORBONDCUSTOM ORB WALLSHEETING, FIXED VERTICALLY

CLADDING112950

PO

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7841 238 5740 5754 5749 5758 5749 5739 6000 6000

NEW AWNING ROOFSHEETING TO MATCHEXISTING

W22 W21 W20 W19 W18

RD04

RD03 RD02

W12W13W14W15W16W17 W10W11 W09 W08

RD01

W07 W06 W05 W04 W03

W02 W01

ALL NEW VENTSINSTALLED ASPER MAN SPEC.

EXISTING STORE

NEW SOUND CONTROL ROOM &STAIR WELL. ROOF & WALLSHEETING TO MATCH EXISTING

1152

900 OH

331646

00

3000

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900 OH

NEW BUILDING

12252

10

3000

300

4600

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4300

NEW COLORBOND CORRUGATED PROFILED WALL CLADDING VERTICALLY FIXED, INSTALLEDAS PER MANUFACTURER'S SPEC INCLUDING ALL FLASHINGS, CAPPINGS, TOE MOULDS TOENSURE COMPLETE WATER TIGHT FINISH. FIX TO EXISTING & NEW FRAME. REFER TOSTRUCTURAL ENGINEER'S DETAILS. COLOUR TBA.

900

2416

NEW COLUMNS TO STRUCTURALENGINEER'S DESIGN & DETAIL

PROVIDE SAFETY MESH TOALL OPERABLE WINDOWS

COL. COL.COL. COL.

FD 01FD 02

ALL NEWGLAZING

DP DP

DP DP DP DP

DP DP DP DP

GROUND FLOOR108350


B

FGL108200


PORTAL HEIGHT

BR

AC

E

3700P

ITC

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7500

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ALL NEW VENTS

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ROOF & WALL SHEETING TOMATCH EXISTING

NEW COL. TO STRUCTURALENGINEER'S DESIGN & DETAIL

10° APPROX PITCH 10° APPROX PITCH

10°

2400

900

900

NEW AWNING ROOF SHEETINGTO MATCH EXISTING

DOWNPIPES & GUTTERS AS PER HYDRAULICENGINEER'S DESIGN & DETAIL

10°

U/S

AW

NIN

G

4300

NEW COLORBOND CORRUGATED PROFILED WALL CLADDING VERTICALLY FIXED,INSTALLED AS PER MANUFACTURER'S SPEC INCLUDING ALL FLASHINGS, CAPPINGS,TOE MOULDS TO ENSURE COMPLETE WATER TIGHT FINISH. FIX TO EXISTING & NEWFRAME. REFER TO STRUCTURAL ENGINEER'S DETAILS. COLOUR TBA.

PROVIDE SAFETY MESH TO ALLOPERABLE WINDOWS

3300

DP

DP

DP

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ELEVATIONSWEST & NTH

4.2

1720

SIE

BS

TR

EE

T,K

ILC

OY

,QLD

,45

15

AL

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NORTH ELEVATION

1 : 200

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NOTE: BUILDER TO CONFIRM ON SITE ALL EXISTING FRAMINGHEIGHT PRIOR TO ORDERING TO ENSURE ALL HEIGHTS MATCH

GROUND FLOOR108350


06 07 08

FGL108200


09

PORTAL HEIGHT

PITCHING HEIGHT 3

CLADDING112950

04 05030201


734

966

1200

900

1000

2700

150

7650

807957405754574957585749573960006000

STAGE

COURTCONTROL

ROOM

STORAGE

W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W22W21 D06

RD05 RD08

RD04

RD03RD02

RD01RD13 RD14

W34


LIGHTING RIG & LIGHTINGPLAN TO ELECTRICALENGINEER'S DESIGN

PULL DOWNBASKETBALL RING

PULL DOWNBASKETBALL RING

NEW BUILDING

8079

EXISTING PORTAL FRAME

34491

NEW PORTAL FRAME

12000

NEW RC SLAB TO STRUCTURALENGINEER'S DESIGN & DETAIL

900

FIRE EXIT DOOR

EXIT

FD 01

10

RAMP TO COMPLYWITH AS1428.1 SEC 10.3

FD 02

HRFHRFHR

6mm

FC

AB

OV

E18

00H

9mm

FC

1800

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SECTION A

5.1

1720

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1 : 200

SECTION A

GROUND FLOOR108350


B

FGL108200


PORTAL HEIGHT

PITCHING HEIGHT 3

CLADDING112950

A


19726

734

966

1200

900

1000

2700

150

7650

STAGE

MALECHANGE

GROUP ACTIVITYROOM

STORE

2700

CH

ST

AG

E

900

10°10°

RD12

D03

D05 RAMP

LIGHTING RIG & LIGHTING PLAN TOELECTRICAL ENGINEER'S DESIGN

STAGE CURTAINSRD13

ALL NEW VENTSINSTALLED AS PERMAN SPEC.

190BLK RETAINING WALL TOENG DESIGN

NEW ROOF & WALL SHEETING TOMATCH EXISTING

DOWNPIPES & GUTTERS ASPER HYDRAULIC ENGINEER'SDESIGN & DETAIL

NEW RC SLAB TO STRUCTURALENGINEER'S DESIGN & DETAIL

900

U/S

AW

NIN

G

4300

2700

CH

16.1

DP




DP

DP

10°

2700

CH

GROUND FLOOR108350


B

FGL108200


PORTAL HEIGHT

PITCHING HEIGHT 3

CLADDING112950

A


10° 10°

19726

734

966

1200

900

1000

2700

150

7650

8078

RO

OF

W23 W24 W25 W26 W28 W29 W30 W31

W32

RD05 RD06

W35W34

RD09RD04

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W61

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GUTTERS & DP'S TO HYDENG DESIGN.

F.C CLADDINGPAINT FINISH

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9mm

FC

1800

6mm

FC

AB

OV

E18

00H

190BLK RETAINING WALL TO ENG DESIGN

NEW CONC. SEATING

RD07

EXISTING SUPPORTS

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SECTION B &C

5.2

1720

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AL

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NO

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KIL

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1 : 100

SECTION B

1 : 100

SECTION C 0 4m1:100

1 2 3

RE

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DA

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GROUND FLOOR108350

900

10°

ROOF PURLINS TO ENG DESIGN & DETAIL

PROPOSED 150 WALL GIRTSTO MATCH EXISTING AS PERENGINEERS DETAILS

GUTTERS & DOWNPIPES TOHYD ENG DESIGN & DETAIL

NEW COLORBOND TRIMDEK ROOFSHEETING TO MATCH EXISTING

PROPOSED WALL INSULATIONTO BE CONFIRMED WITHCERTIFIER & CLIENT

EXISTING SLAB

BARGE FLASHING

DP

9mm

F.C

LIN

ING

1800

6mm

F.C

LIN

ING

AB

OV

E18

00H

90mm STEEL STUD WALL @ 450CRS,RUN BETWEEN PORTAL FRAMECOLUMNS & FINISH FLUSH WITHINTERNAL FACE OF PORTAL TOALLOW F.C CLADDING TO RUN PASTFRAMES TO ENG DESIGN & DETAIL.

F.C CLADDINGPAINT FINISH

EXISTING PORTAL FRAME

NEW COLORBOND CORRUGATED PROFILED WALLCLADDING VERTICALLY FIXED, INSTALLED AS PERMANUFACTURER'S SPEC INCLUDING ALL FLASHINGS,CAPPINGS, TOE MOULDS TO ENSURE COMPLETE WATERTIGHT FINISH. FIX TO EXISTING & NEW FRAME. REFER TOSTRUCTURAL ENGINEER'S DETAILS. COLOUR TBA.

EXISTING SUPPORTS

TRIM CLADDING AROUND

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CONSTRUCTIONDETAILS

6.1

1720

SIE

BS

TR

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T,K

ILC

OY

,QLD

,45

15

AL

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RA

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DD

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NO

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LBW

KIL

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1 : 505.2CONSTRUCTION DETAIL1

B

TGSI

HR PST

TACTILE GROUND SURFACEINDICATORS (TGSI) TO AS 1428.4

PST

RAMP UP 1:14 MAX

HR PSTPST

HR EXTENSION

300

300

TGSI

600

CLE

AR

1500 108350

B

01

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PSTPST

RAMP UP 1:14 MAXHR

HR

HR

HR

RA

MP

UP

1:14

MA

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PST

PSTPST

PST

D04HR EXTENSION

300

CONTINUOUS HR

PSTPST

108650

LANDING

1880

1880

LAN

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4

1688

1690

01

TGSI

CLEAR

1500

HR HR

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TACTILE GROUND SURFACEINDICATORS (TGSI) TO AS 1428.4

PST

HR

EX

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ION

300

TG

SI

600

300

PSTPST

RA

MP

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1:14

MA

X

109250

2000

W59

GROUND FLOOR108350

01

50x50x4mm GALVANISED SHS POSTS@ 1800 MAX CRS. CONTINUAL FILLETWELD TO 100x150x8mm GALVANISEDBASE PLATE & SECURE WITH 4 M10GALVANISED BOLTS

40Ø x 3.2mm GALVANISED CHS HANDRAIL

100x50x4mm GALVANISEDRHS BOTTOM RAIL

50x8mm GALVANISED POST BRACKET,CONTINUOUS FILLET WELD TO HANDRAIL

RAMP

40Ø x 3.2mm GALVANISED CHS HANDRAIL

100

50

200

700

900

100

1000

150

job no:

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As indicated

2/07/201810:05:45 PM

RAMP DETAILS

6.2

1720

SIE

BS

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15

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018

1 : 503.3RAMP DETAIL - BOTTOM3

1 : 503.3RAMP DETAIL - MID2

1 : 503.3RAMP DETAIL - TOP1

1 : 203.3RAMP DETAIL - SECTION4

job no:

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WINDOW SCHEDULEMARK HEIGHT WIDTH HEAD HEIGHT SILL HEIGHT FRAME FINISH GLAZING SCREENS

W01 1200 2100 3316 2116W02 1200 1500 3316 2116 XO SLIDING WINDOW. REFER PLAN FOR HANDINGW03 1500 900 1900 400W04 1500 900 1900 400W05 1500 900 1900 400W06 1500 900 1900 400W07 1500 900 1900 400W08 1200 900 1800 600W09 1200 900 1800 600W10 1200 900 1800 600W11 1200 900 1800 600W12 1200 900 1800 600W13 1200 900 1800 600W14 1200 900 1800 600W15 1200 900 1800 600W16 1200 900 1800 600W17 1200 900 1800 600W18 1500 900 1900 400W19 1500 900 1900 400W20 1500 900 1900 400W21 1500 900 1900 400W22 1500 900 1900 400W23 1500 900 1900 400W24 1500 900 1900 400W25 1500 900 1900 400W26 1500 900 1900 400W28 1500 900 1900 400W29 1500 900 1900 400W30 1500 900 1900 400W31 1500 900 1900 400W32 1200 600 2100 900W33 2100 1500 2104 4W34 1200 2100 2100 900W35 1200 2100 2100 900W36 1500 900 1900 400W37 1500 900 1900 400W38 1500 900 1900 400W39 1500 900 1900 400W40 1500 900 1900 400W41 1500 900 1900 400W42 1500 900 1900 400W43 1500 900 1900 400W44 1500 900 1900 400W45 1500 900 1900 400W46 1500 900 1900 400W47 1500 900 1900 400W48 1500 900 1900 400W49 1500 900 1900 400W50 1500 900 1900 400W51 1500 900 1900 400W52 1500 900 1900 400W53 1500 900 1900 400W54 1500 900 1900 400W55 1500 900 1900 400W56 1200 1800 2400 1200W57 1200 2100 2400 1200W58 1200 2100 2400 1200W59 1200 2100 3300 2100W60 1200 2100 3316 2116W61 1200 2100 2100 900

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DOORSCHEDULE

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DOOR SCHEDULEMARK HEIGHT WIDTH HEAD HEIGHT FRAME TYPE DESCRIPTION HARDWARE COMMENTS

D02 2100 920 2100D03 2100 920 2100D04 2100 920 2400D05 2106 1760 3006D06 2040 870 2040 SOILD CORE PWD ACCESS

FD 01 2106 1760 2106 FIRE EXIT DOORFD 02 2106 1760 2106FD 03 2106 1760 2106FD 04 2106 1760 2106 FIRE EXIT DOORRD01 4600 5000 4600RD02 3000 5000 3000RD03 3000 5000 3000RD04 4600 5000 4600RD05 2140 2400 2140RD06 2140 2400 2140RD07 2140 2400 2140RD08 2140 2400 2140RD09 4600 5000 4600RD10 4600 5000 4600RD11 3000 3000 3900RD12 3000 3000 3900RD13 2140 2400 3040RD14 2140 2400 3040

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APPENDIX A &B

7.3

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APPENDIX A - SPORTS CURTAIN APPENDIX B - FOLD DOWN BASKETBALL RING

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0.3 3d new building peregian beach qld 4573 hall 0.4 3d ... · 3.2 reflected ceiling plan 3.3 floor...

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