PROPOSED DWELLING FOR O’CONNORuploads.serviceseeking.com.au/attachments/15931/files/original.pdf · proposed dwelling for o’connor 40 banksia broadway, burleigh waters job number

PROPOSED DWELLING FOR

O'CONNOR40

BANKSIA BROADWAY,BURLEIGH WATERS

JOB NUMBER - 3724

Phone (07) 55 203 022Fax (07) 55 203 033

PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219

ABN 73 097 995 616BSA License No: 1129687Email: [email protected]

© Copyright reserved in part or whole. Writtendimensions take preference.

Contractor to verify dimensions.Notify designers ofdiscrepancies.

Failure to do so shall voidthe designers responsibilities.

THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF

queensland inc.association of

building designers

O'CONNOR

PROPOSED RESIDENCE40


3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

2 21

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 030210

GENERAL NOTESDO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKSCONFORM TO THE BUILDING CODE OF AUSTRALIA 2006, CURRENT AUSTRALIANSTANDARDS, BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS,REPORT ANY DISCREPANCIES TO THIS OFFICE.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OFAUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.

AS 1288 - 1994 GLASS IN BUILDINGS - SELECTION AND INSTALLATIONAS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - 1999 NATIONAL TIMBER FRAMING CODEAS 2049 - 1992 ROOF TILESAS 2050 - 1995 INSTALLATION OF ROOF TILESAS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTIONAS/NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGSAS 3600 - 1994 CONCRETE STRUCTURESAS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITESAS 3700 - 1998 MASONRY IN BUILDINGSAS 3740 - 1994 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSAS 3786 - 1993 SMOKE ALARMSAS 4055 - 1992 WIND LOADINGS FOR HOUSINGAS 4100 - 1996 STEEL STRUCTURES

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVILENGINEERING COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCEWITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORSiv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELvi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARYWITH MANUFACTURER, FLASHING ALL ROUND.

ALL GUTTERS TO BE STRAMIT GUEENSLANDER QUAD GUTTERING WITH MIN. 100x75RECTANGULAR OR 100 dia. DOWNPIPES, EACH DOWNPIPE TO SERVICE A MAX. 36 sq.mOF ROOF AREA, IN ACCORDANCE WITH AS 3500.3.2

STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BYTHE RELEVANT AUTHORITY.

TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHEFLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OFPARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALLCORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT ISRECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYOF BUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL BEIMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OFTHE WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 7500mm sq FOR EXTERNAL WALLS AND 1500mm sqFOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5 BATTS AND REFLECTIVE FOILTO EXTERNAL WALLS OR AS PER ENERGY RATING.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm,SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND INACCORDANCE WITH BCA 3.9.2FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADECONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA..

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFEXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

LEGENDCJ CONSTRUCTION JOINTDP DOWNPIPEFP FIRE PLACEFW FLOOR WASTEHWS HOT WATER SYSTEMAC AIR CONDITIONINGPS PLUMBING STACK / DUCTSP STEEL POSTT.B.C TO BE CONFIRMEDRL RELATIVE LEVELAHD AUSTRALIAN HEIGHT DATUMCSD CAVITY SLIDING DOOROHC OVER HEAD CUPBOARDFG FIXED GLASSFSR FLOOR SPACE RATIOLB LOAD BEARINGNGL NATURAL GROUND LINEUBO UNDER BENCH OVENWO WALL OVENDW DISHWASHERMW MICROWAVEWM WASHING MACHINEWIR WALK-IN-ROBESD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BIULDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS

DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), TOBE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.

WIND SPEED AS NOMINATED ON BRACING PLAN.

PROVIDE LIFT OFF HINGES TO W.C OR OPEN OUT DOOR OR MIN 1200mm CLEARANCEFROM DOOR TO PAN.

EXHAUST FANS FROM SANITARY COMPARTMENTS TO BE DUCTED TO THE OUTSIDEARE AIR OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2

THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGUALTIONS,STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACUAL OBLIGATIONS.

ALL CONSTRUCTION MATERIALS SUPPLIED MUST TAKE INTO ACCOUNT PROXIMITY TOCOASTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS

THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THEAUTHOR.

RAIN WATER STORAGE TANKS IN ACCORDANCEWITH QUEENSLAND DEVELOPMENT CODE - PART4.2 & 4.3

MANDATORY RAINWATER TANK 3000L PER DUPLEX UNIT, 5000L PERSINGLE DETACHED DWELLING, FOR WC'S, WASHING MACHINE COLDWATER TAPS & EXTERNAL TAPS. LOCATION TBC ON SITE TOPROVIDE THE LESSER OF 100m2 OR HALF-ROOF CATCHMENT AREA,WITH 15 LITRE FIRST FLUSH DIVERSION AS PER BUILDER. AUTOSWITCHING DEVICE OR TRICKLE TOP-UP SYSTEM REQUIREDATTACHED TO TOWN WATER, WITH BACKFLOW PREVENTIONDEVICE. ALL TANKS TO BE MIN 450mm FROM SIDE OR REARBOUNDARY. TANKS OVER 2.4M HIGH TO BE MIN 1.5M FROM SIDE ORREAR BOUNDARY. RELAXATION REQUIRED FOR TANKS IN 6M FRONTSETBACK. OVERFLOW TO BE CONNECTED TO LEGAL POINT OFDISCHARGE.

SITE NOTESALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITHBCA PARTS 3.1.2 & 3.5.2 AS WELL AS AS/NZS 3500.

ENSURE 90mm DIAMETER AGRICULTURAL DRAINS AREPROVIDED TO THE BASE OF ALL CUTS AND RETAINING WALLSAND ARE CONNECTED TO THE STORMWATER SYSTEM VIA SILTPIT/S TO THE RBS REQUIREMENTS.

THE EXTERNAL FINISHED SURFACE SURROUNDING THEBUILDING MUST BE DRAINED TO MOVE SURFACE WATER AWAYFROM THE BUILDING AND GRADE TO PROVIDE A SLOPE NOTLESS THAN 50mm OVER THE FIRST 1000mm FROM THEBUILDING.

THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TODRAINAGE FITTINGS AND GROUND LEVEL MUST BE A MINIMUMOF 150mm BELOW THE LOWEST SANITARY FIXTURE

CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA100mm DIAMETER UPVC STORMWATER PIPE LAID WITH AMINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTION OFTHE RELEVANT AUITHORITY.

2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE,SUBSURFACE PIPES TO BE 100mm DIAMETER, ANY UNDERSLABPIPING TO HAVE AN INSPECTION OPENING AT UPPER END, IT ISTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDERSLAB.

ALL POOL FENCING SHALL BE MIN. 1200mm HIGH ANDINACCORDANCE WITH AS 1926.1

PROPOSED DWELLING FORO'CONNOR

40BANKSIA BROADWAY,BURLEIGH WATERS

JOB NUMBER - 3724

AMENDED PRELIMINARY PLANS ISSUEDB 090210

WORKING DRAWINGS ISSUEDC 120210

AMENDED WORKING DRAWINGS ISSUEDD 160210

AMENDED WORKING DRAWINGS ISSUED - FRONT HOOD REDUCEDE 030310

AMENDED WORKING DRAWINGS ISSUEDF 260310

AMENDED WORKING DRAWINGS ISSUEDG 310310

AMENDED WORKING DRAWINGS ISSUEDH 310310

10.8

7

Site

Ben

chm

ark

Nail

in K

erb

RL 1

0.00

GUL

LY P

ITG

ULLY

PIT

TMH

TELS

TRA

PIT

TMH

TELS

TRA

PIT

WM

WAT

ER M

ETER

EPP

POW

ER P

OLE

45 10

40 10

28 10

05 10

95 9

990

9 9 2

9 90

1074

1033

1042

1070

1021

1018

Floo

r Lev

elRL

11.

58

1093

1095

1094

1094

109510

96

1094

1094

1063 10

8910

8910

89

1091

1102

1099 97

10

1094

1311

1111

0411

1071

1099

1097

10.9

2

11.3

911

.01

11.0

8

11.1

110

.97

11.1

011

.12

10.7

710

.77

10.6

9

11.0

010

.93

10.8

5

11.4

8

10.8

8

11.3

710

.87

10.9

311

.4010

.67

10.6

8

10.9

1

10.9

4

10.9

4

11.0

2

13.2

2

11.0

111

.05

11.1

0

11.0

9

11.2

1

10.9

2

10.8

911

.08

10.9

511

.08

11.3

1

11.1

7

11.1

3

18.2

0590

°43 '

00"

19.0

9527

0°43

'00 "

32.995 0°43'00"

33.005179°10'00"

10.7

5

11.0

0

1 0. 2

5

11 .00 11.0010.7

5

11.2

5

11.0

0

050

mm

mm

100

mm

150

0 - S

CALE

IN M

ETRE

S10

mm

20m

30

#40

BANK

SIA

BRO

ADW

AYBU

RLEI

GH

WAT

ERS

ALAN

SUL

LIVA

N &

ASSO

CIAT

ES P

/L T

AKE

NO

SERV

ICES

WAR

NING

ALAN

SUL

LIVA

N &

ASSO

CIAT

ES P

/L H

AS N

OT

FLO

OD

SEAR

CH W

ARNI

NGCHECKED

TK

SURVEYOR

CONT

OUR

& D

ETAI

LSU

RVEY

1:20

0 @

A3

COPY

RIGH

T AL

AN S

ULLI

VAN

& AS

SOCI

ATES

PTY

LTD

, 201

0c

PO B

ox 3

852,

Bur

leigh

Tow

n, Q

LD, 4

220

8/12

Ern

Har

ley D

rive,

Bur

leigh

Hea

ds, Q

LD, 4

220

Ph (0

7) 55

22 1

445,

Fax

(07)

5522

144

9Mo

b 04

12 6

71 6

30, E

mail a

dmin@

asur

vey.c

om.a

uAB

N 15

006

622 7

60

ALAN

SUL

LIVA

N&

Asso

ciate

s Pt

y. L

td.

Cons

ultin

g Su

rvey

ors

ASSU

MED

LEV

EL D

ATUM

NAIL

IN K

ERB

RL 1

0.0

TITL

E SE

ARCH

WAR

NING

Site

Lot:

Clie

ntST

UART

OSM

ANBU

ILDI

NG D

ESIG

N

DRAWINGNUMBER

1/1

-

REVISION

SHEET

SCALE

LEVELDATUM

JOBNUMBER

DATE

18/1

/201

0

DRAWN

DLJW

10.2

307

10.2

307.

01

Stre

et /

Road

:

Subu

rb:

Loca

l Aut

horit

y:

Paris

h:

UBD

Ref:

on R

P/SP

:

Coun

ty:

Area

:

3RP

1377

06

COUN

CIL O

F TH

E CI

TY O

F GO

LD C

OAST

GIL

STO

NW

ARD

-61

5sqm

Note

sTH

IS P

LAN

HAS

BEEN

PRE

PARE

D FR

OM

FIE

LD S

URVE

Y AN

DEX

ISIT

ING

REC

OR

DS

FOR

OU

R C

LIEN

TS T

O D

ESIG

N N

EWST

RUCT

URES

ON

THIS

SIT

E AN

D SH

OUL

D NO

T BE

USE

D FO

RAN

Y O

THER

PU

RPO

SE O

R B

Y AN

Y O

THER

PER

SON

S O

RC

OR

POR

ATIO

NS

WIT

HO

UT

WR

ITTE

N A

PPR

OVA

L FR

OM

ALA

NSU

LLIV

AN &

ASS

OCI

ATES

P/L

. NO

N-VI

SIBL

E SE

RVIC

ES H

AVE

NOT

BEEN

PLO

TTED

BUT

, ARE

AVA

ILAB

LE F

ROM

THE

LO

CAL

AUTH

OR

ITY

OR

AG

ENT

WH

ICH

HAV

E LI

MIT

IED

AN

D V

ARIE

DAC

CU

RAC

Y. IT

IS T

HE

PLAN

USE

RS

RES

PON

SIBI

LITY

TO

ACC

UR

ATEL

Y LO

CAT

E AN

D/O

R E

XPO

SE A

NY

NO

N-V

ISIB

LESE

RVI

CES

AN

D D

ETER

MIN

E W

HET

HER

TIT

LE E

NC

UM

BRAN

CES

WIL

L PR

EVEN

T O

R L

IMIT

DEV

ELO

PMEN

T AN

D T

O C

HEC

K O

N,

THE

LOC

AL A

UTH

OR

ITY'

S D

EFIN

ITIO

N O

F N

ATU

RAL

GR

OU

ND

LEVE

L, P

RIOR

TO

CONS

TRUC

TION

COM

MEN

CING

.[S

EE W

ARNI

NG N

OTES

ON

THE

FACE

OF

PLAN

FOR

MOR

E DE

TAIL

S]

ALAN

SUL

LIVAN

& A

SSOC

IATE

S P/

L HAS

NOT

CAR

RIED

OUT

A TI

TLE

SEAR

CH F

OR T

HIS

SURV

EY. C

HECK

DNR&

W F

OR E

ASEM

ENTS

AND

ENC

UMBR

ANCE

S.

RESP

ONSI

BILI

TY F

OR T

HE L

OCAT

ION

OF A

NY N

ON-V

ISIB

LE S

ERVI

CE

COM

PLET

ED A

FLO

OD S

EARC

H ON

THI

S PR

OPER

TY.

CHEC

K CO

UNCI

L FL

OO

D IN

FORM

ATIO

N.

Serv

ices

Sewe

rage

:St

orm

wate

r:W

ater

:El

ectri

city:

Tele

phon

e:G

as:

Yes (

Esta

blish

ed)

Yes (

To K

erb)

Yes

Yes (

Ove

rhea

d)Ye

s (Un

derg

roun

d)No

Road

:Bi

tum

enKe

rb:

Yes (

Mou

ntab

le)

Foot

path

:No

Floo

d Le

vel:

POTE

NTIA

L FL

OOD

INUN

DATI

ONCA

LL G

CCC

1300

366

659

FOR

REP

ORT

BRICK FENCE

10.5

0

10.0

0

B A

N K

S I A

B R

O A

D W

A Y

Lot 3

TOP

OF

KERB

# 40

SING

LE S

TORE

YBR

ICK

& TI

LERE

SIDE

NCE

P O

O LPA

VED

AREA

EASEMENT A

CARP

ORT

BRIC

K F

ENCE

PAVED AREA

COLOURBOND FENCECOLOURBOND FENCE

BLO

CK

F E

NCE

COLOURBOND FENCE

CONC

CONC

#42

SING

LE S

TORE

YBR

ICK

& TI

LERE

SIDE

NCE

#38

SING

LE S

TORE

YRE

NDER

ED R

ESID

ENCE

Floo

r Lev

elRL

11.

15

PAVE

D AR

EA

24-0

6alw

24-0

6alw

24-0

6alw

820 820

820

820

820

24-3

0stac

ker

720

820

1 2 3 4 5 6 7 8 9 10 11 12 13 14

D.PD.PD.PD.P

D.PD.P D.P

4846

3631

12220

6106

10.87

S i t e Benchmark

Na i l i n KerbRL 10 .00

GULLY P ITGULLY P IT

TMH

TELSTRA P I TTM

HTELSTRA P I T

WM

WATER M

ETER

EPPPO

WER PO

L E

4 5 1 0

4 0 1 0

2 8 1 0

0 5 1 0

95 9

99 0

9 9 2

9 90

1074

1033

1042

1070

1 021

1018

1 093

1095

1094

1094

109510

9610

94

1094

1063

1 089

1089

1089

1091

1102

1099 97

10

1 094

1311

1111

0 411

1071

1099

1097

10.92

11.3911.01

11.08

11.1110.97

11.1011.12

10.7710.77

10.69

11.0010.93

10.85

11.48

10.88

11.3710.87

10.93 11.40

10.6710.68

10.91

10.94

10.94

11.02

13.2211.0111.05

11.10

11.09

11.21

10.92

10.8911.08

10.9511.08

11.31

11.17

11.13

18.2

0590

°43 '

00"

19.0

9527

0°43

'00 "

3 2 . 9 9 5 0°43 '00"

3 3 . 0 0 5179°10 '00 "

10.7

5

11.0

0

1 0. 2

5

11 .00

11.0010

.75

11 .25

11.0

0

B R I C K F E N C E

10.5

0

10.00

B A N K S I A B R O A D W

A Y

Lot 3

TOP O

F K ERB

P O O

L

PAVED AREA

EASEMENT A

BR ICK F ENCE

P A V E D A R E A

C O L O U R B O N D F E N C E C O L O U R B O N D F E N C E

BLOCK FENCE

C O L O U R B O N D F E N C E

CONC

CONC

# 4 2S I N G L E S T O R E Y

B R I C K & T I L ER E S I D E N C E

# 3 8S I N G L E S T O R E Y

R E N D E R E D R E S I D E N C E

to wall

to patio

to wall

to w

all

to wall

050

mm

mm

100

mm

150

0 - S

CALE

IN M

ETRE

S10

mm

20m

30

#40

BANK

SIA

BRO

ADW

AYBU

RLEI

GH

WAT

ERS

ALAN

SUL

LIVA

N &

ASSO

CIAT

ES P

/L T

AKE

NO

SERV

ICES

WAR

NING

ALAN

SUL

LIVA

N &

ASSO

CIAT

ES P

/L H

AS N

OT

FLO

OD

SEAR

CH W

ARNI

NG

CHECKED

TK

SURVEYOR

CONT

OUR

& D

ETAI

LSU

RVEY

1:20

0 @

A3

COPY

RIGH

T AL

AN S

ULLI

VAN

& AS

SOCI

ATES

PTY

LTD

, 201

0c

PO B

ox 3

852,

Bur

leigh

Tow

n, Q

LD, 4

220

8/12

Ern

Har

ley D

rive,

Bur

leigh

Hea

ds, Q

LD, 4

220

Ph (0

7) 55

22 1

445,

Fax

(07)

5522

144

9Mo

b 04

12 6

71 6

30, E

mail a

dmin@

asur

vey.c

om.a

uAB

N 15

006

622 7

60

ALAN

SUL

LIVA

N&

Asso

ciate

s Pt

y. L

td.

Cons

ultin

g Su

rvey

ors

ASSU

MED

LEV

EL D

ATUM

NAIL

IN K

ERB

RL 1

0.0

TITL

E SE

ARCH

WAR

NING

Site

Lot:

Clie

ntST

UART

OSM

ANBU

ILDI

NG D

ESIG

N

DRAWINGNUMBER

1/1

-

REVISION

SHEET

SCALE

LEVELDATUM

JOBNUMBER

DATE

18/1

/201

0

DRAWN

DLJW

10.2

307

10.2

307.

01

Stre

et /

Road

:

Subu

rb:

Loca

l Aut

horit

y:

Paris

h:

UBD

Ref:

on R

P/SP

:

Coun

ty:

Area

:

3RP

1377

06

COUN

CIL O

F TH

E CI

TY O

F GO

LD C

OAST

GIL

STO

NW

ARD

-61

5sqm

Note

sTH

IS P

LAN

HAS

BEEN

PRE

PARE

D FR

OM

FIE

LD S

URVE

Y AN

DEX

ISIT

ING

REC

OR

DS

FOR

OU

R C

LIEN

TS T

O D

ESIG

N N

EWST

RUCT

URES

ON

THIS

SIT

E AN

D SH

OUL

D NO

T BE

USE

D FO

RAN

Y O

THER

PU

RPO

SE O

R B

Y AN

Y O

THER

PER

SON

S O

RC

OR

POR

ATIO

NS

WIT

HO

UT

WR

ITTE

N A

PPR

OVA

L FR

OM

ALA

NSU

LLIV

AN &

ASS

OCI

ATES

P/L

. NO

N-VI

SIBL

E SE

RVIC

ES H

AVE

NOT

BEEN

PLO

TTED

BUT

, ARE

AVA

ILAB

LE F

ROM

THE

LO

CAL

AUTH

OR

ITY

OR

AG

ENT

WH

ICH

HAV

E LI

MIT

IED

AN

D V

ARIE

DAC

CU

RAC

Y. IT

IS T

HE

PLAN

USE

RS

RES

PON

SIBI

LITY

TO

ACC

UR

ATEL

Y LO

CAT

E AN

D/O

R E

XPO

SE A

NY

NO

N-V

ISIB

LESE

RVI

CES

AN

D D

ETER

MIN

E W

HET

HER

TIT

LE E

NC

UM

BRAN

CES

WIL

L PR

EVEN

T O

R L

IMIT

DEV

ELO

PMEN

T AN

D T

O C

HEC

K O

N,

THE

LOC

AL A

UTH

OR

ITY'

S D

EFIN

ITIO

N O

F N

ATU

RAL

GR

OU

ND

LEVE

L, P

RIOR

TO

CONS

TRUC

TION

COM

MEN

CING

.[S

EE W

ARNI

NG N

OTES

ON

THE

FACE

OF

PLAN

FOR

MOR

E DE

TAIL

S]

ALAN

SUL

LIVAN

& A

SSOC

IATE

S P/

L HAS

NOT

CAR

RIED

OUT

A TI

TLE

SEAR

CH F

OR T

HIS

SURV

EY. C

HECK

DNR&

W F

OR E

ASEM

ENTS

AND

ENC

UMBR

ANCE

S.

RESP

ONSI

BILI

TY F

OR T

HE L

OCAT

ION

OF A

NY N

ON-V

ISIB

LE S

ERVI

CE

COM

PLET

ED A

FLO

OD S

EARC

H ON

THI

S PR

OPER

TY.

CHEC

K CO

UNCI

L FL

OO

D IN

FORM

ATIO

N.

Serv

ices

Sewe

rage

:St

orm

wate

r:W

ater

:El

ectri

city:

Tele

phon

e:G

as:

Yes (

Esta

blish

ed)

Yes (

To K

erb)

Yes

Yes (

Ove

rhea

d)Ye

s (Un

derg

roun

d)No

Road

:Bi

tum

enKe

rb:

Yes (

Mou

ntab

le)

Foot

path

:No

Floo

d Le

vel:

POTE

NTIA

L FL

OOD

INUN

DATI

ONCA

LL G

CCC

1300

366

659

FOR

REP

ORT

NOTE

S:* D

ischa

rge

waste

to ex

isting

conn

ectio

n poin

t* P

rovid

e sed

imen

t con

trol to

site

wher

e req

'd

* Mete

r box

pos

ition a

s per

exist

ing

* All d

imen

sions

to be

confi

rmed

on si

te* D

ischa

rge

storm

wate

r to e

xistin

g dis

char

ge p

oint

PROPOSED SITE PLANSCALE 1:200 SHEET 4 OF 21

**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. &3.5.2. AS WELL AS ASNZS3500* GUTTERS TO BE 125MM D-SECTION COLORBOND GUTTERS* 2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE, SUBSURFACE PIPES TO BE 100mmDIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, THENTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.

RAI

N W

ATER

STOR

AGE

TANK

S IN

ACC

ORDA

NCE

WIT

H TH

E QU

EENS

LAND

DEV

ELOP

MENT

COD

E -

PART

4.2 &

4.3

MAND

ATOR

Y RA

INW

ATER

TANK

3000

L PER

DUP

LEX

UNIT

, 500

0L P

ER S

INGL

E DE

TACH

ED D

WEL

LING,

FOR

WC'

S,W

ASHI

NG M

ACHI

NE C

OLD

WAT

ER TA

PS &

EXT

ERNA

L TAP

S. LO

CATI

ON T

BC O

N SI

TE T

O PR

OVID

E TH

E LE

SSER

OF

100m

² OR

HALF

-ROO

F CA

TCHM

ENT A

REA,

WIT

H 15

LIT

RE F

IRST

FLU

SH D

IVER

SION

AS

PER

BUIL

DER.

AUT

OSW

ITCH

ING

DEVI

CE O

R TR

ICKL

E TO

P-UP

SYS

TEM

REQU

IRED

ATT

ACHE

D TO

TOW

N W

ATER

, WIT

H BA

CKFL

OWPR

EVEN

TION

DEV

ICE.

ALL

TAN

KS TO

BE

MIN

450m

m FR

OM S

IDE

OR R

EAR

BOUN

DARY

. TAN

KS O

VER

2.4M

HIGH

TO

BEMI

N 1.

5M F

ROM

SIDE

OR

REAR

BOU

NDAR

Y. R

ELAX

ATIO

N RE

QUIR

ED F

OR T

ANKS

IN 6

M FR

ONT

SETB

ACK.

OVE

RFLO

WTO

BE

CONN

ECTE

D TO

LEGA

L POI

NT O

F DI

SCHA

RGE.

**REFER TO SHEET 05 FOR SECOND STOREY SET BACKS**

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

5 21

06-18asw09-24aaw 12-06afg

12-2

1asw

12-1

5asw

09-0

6asw

720

820 820

720

720

820

820

06-18asw

06-24asw

900

hamp

er

12-0

9aaw

12-0

9aaw

12-0

9aaw

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

12-2

4asw

27-1

7afg

2046

6100

4839 12385

3139

5620

3795

11745

2006

18.2

0590

°43 '

00"

19.0

9527

0°43

'00 "

3 2 . 9 9 5 0°43 '00"

3 3 . 0 0 5179°10 '00 "

B A N K S I A B R O A D W

A Y

roof fall

D.PD.PD.PD.P

D.PD.P D.P

PROPOSED UPPER FLOOR SETBACK PLANSCALE 1:200 SHEET 5 OF 21

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

6 21

hamper

W.M.PROV T

REF.

20620

5950 14670

910 230 5610 70 3180 70510

70 3790 230

230 7250 70 2080 70 910 70 3760 230

230 5100 70 2210 110 3420 3530

5950 7720 6950

20620

1292

0

5640

7280

5640

230

2550

70460

7046

0 7031

4023

0

230

1510

7020

3070

3140

230

1292

0

8650

4040

230

700

4020

3930

230

5570

7025

5070

4200

230

230

2770

7027

3070

LOUNGE

STORE

L'DRY

DINING KITCHEN BATH

BED 1BED 2

BED 3

LIVING

CARPORTPATIO

EXISTING FLOOR PLANSCALE 1:100

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

7 21

24-0

6alw

24-0

6alw

24-0

6alw

820 820

820

820

820

24-3

0stac

ker

720

820

W.M

.PR

OV

1 2 3 4 5 6 7 8 9 10 11 12 13 14

T

REF.

DWPROV

REF.

D.PD.PD.PD.P

D.PD.P D.P

15930

1260 230 9175 70 4965 230

230 4000 6010 3000 1200 230

2305700 70 1970 70 530 230 3580 470 1820

1260 8800 5870

1292

0

5800

7120

5800

350

2040

350

4030

350

230

5570

7026

0014

040

8023

0

230

3400

7021

0070

6820

230

230

6820

230

350

5290

230

2350

1000

1300

600

7015

0023

0

5640

7280

1292

0

15930

70 155070

950 230

230

2380

7095

070

3000 1200

750 70 3315 900 230

7043

070 10

0023

0

A18

A18

B18

B18

C19

C19

D19

D19

Mech. vent PDR

350x470 brick pier

350x

350 6

0mm

polyf

oam

& stu

d pier

s

Door bycabinet maker

16x treads @ 260 each17 risers @ 183.5 eachto be confirmed on site bystair manufacturer/builder

Fram

ed &

rend

ered

hood

,1:1

00 fa

ll to o

utside

edge

Shelves to be confirmedon site by client

350x

350 6

0mm

polyf

oam

& stu

d pier

s

GARAGE

L'DRY

FW

24-4

8 Pan

elift d

oor

430 step down togarage FLRL 11.15

KITCHENubo

Shelves

PANTRY

ohc ohc

400 o'hang

ohc

FAMILY

DINING

ALFRESCO

24-52 Stacker

ENTRYcsd

BBQ

PORT

ICO

PATIO

FO

Up

FWPDR

Up 430

Up

Up

VOID over

LINE

N

2x sl

/ dr

Up

450-24 alw 450-24 alw 450-24 alw

NOTES:* All dimension, steps & levels to be confirmed on site* Lift off hinges to WC door* Provide GPO & cold water provisions to DW space* All external and internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Water pressure limited to 500KPa at the meter* All handrails to be 1000mm above finished floor level

FLOOR AREAS

LOWER LIVING AREA:UPPER LIVING AREA:GARAGE:ALFRESCO:PORTICO:PATIO:

TOTAL:

122.04 sq.m164.96 sq.m34.39 sq.m33.11 sq.m3.45 sq.m5.52 sq.m

363.47 sq.m39.13 sqs

LOWER FLOOR PLANSCALE 1:100

ELEVATIONS

43

21

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

8 21

06-18asw09-24aaw 12-06afg

12-2

1asw

12-1

5asw

09-0

6asw

720

820 820

720

720

820

820

06-18asw

06-24asw

900

hamp

er

12-0

9aaw

12-0

9aaw

12-0

9aaw

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

12-2

4asw

27-1

7afg

A18

A18

B18

B18

C19

C19

D19

D19

14510

160 14350

70 5270 70530 70 530

70 3500 70530

70 3500 70

70 5360 6980 70 1800 70

70 5050 70 3200 70 100070530 70 4150 70

70 5050 140 2560 70 1000 70 3500 70

160 5190 3770 3570 1820

14510

1253

5

600

1193

5

7049

0570

2600

7041

5070

7035

3570

2500

7020

0070

1180

7029

0070

7017

3370

1733

7025

0070

2650

7035

0070

7053

070

3705

7053

070

2230

7095

070

3500

70

600

4975

6960

1253

5

70 170070 560

70 1750 70

791

849

1000 high dwarf wallas per BCA 96 3.9.2

1000 high handrailas per BCA 96 3.9.2

Fram

ed &

rend

ered

hood

,1:1

00 fa

ll to o

utside

edge

Stramit Colorbond capping,1:100 fall to outside edge


Shelves bycabinet maker

Bulkhead

60mm

polyf

oam

frame

dou

t to 23

0 tota

l

MASTERBED

WIR

BED 2

BED 4BED 3

BATH

LOUNGE

VOIDFW

ROBE

ROBERO

BE

LINE

N

FWENS

STOR

E

Raked ceiling

15-1

5fro

sted a

lw

2x 45

0-21

afg 3x sl

/ dr

3x sl

/ dr

3x sl

/ dr

3x sl

/ dr

3x sl/ dr

fg panel

roof fall

Stra

mit C

olorb

ond

shee

tm

etal

roof

@ 1

0 de

g. p

itch

D.PD.PD.PD.P

Free

stan

ding

bath

D.PD.P D.P


FLOOR AREAS

LOWER LIVING AREA:UPPER LIVING AREA:GARAGE:ALFRESCO:PORTICO:PATIO:

TOTAL:

122.04 sq.m164.96 sq.m34.39 sq.m33.11 sq.m3.45 sq.m5.52 sq.m

363.47 sq.m39.13 sqs

UPPER FLOOR PLANSCALE 1:100

ELEVATIONS

43

21

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

9 21

A18

A18

B18

B18

C19

C19

D19

D19

Stramit Colobond fascias,gutters & downpipes

Stramit Colobond fascias,gutters & downpipes

Solar hot waterpanel, location T.B.C

by manufacturer

roof

fall

roof

fall

Stramit Colorbond sheetmetal roof @ 12 deg. pitch

Stramit Colorbond sheetmetal roof @ 12 deg. pitch

D.PD.PD.PD.P

D.PD.P D.P


UPPER FLOOR ROOF PLANSCALE 1:100

ELEVATIONS

43

21

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

10 21

430

2720

2720

3150

640640

350x350 60mmpolyfoam & stud piers

Powder coated aluminium framedwindows & sliding glass doors

Stramit ColorbondCustom Orb sheet roof

Stramit Colorbond fascias,gutters & downpipes

Render existing brickwork

Stramit Colorbond CustomOrb sheet roof @ 10 deg. pitch

Stramit Colorbond capping,1:100 fall to outside edgeHorizontal weathboards

as selected

Raked eaves

FLFL

FL FLCL CL

CL CL

eave o'hang eave o'hang

ELEVATION 1 1:100

2720

2720

640

640

640





Horizontal weathboardsas selected


Stramit Colorbond CustomOrb sheet roof @ 10 deg. pitch

FL FL

FL FLCL CL

CL CL

eave o'hang

eave o'hang

eave o'hang

BBQ

12° pitch

ELEVATION 2 1:100

NOTES:* EAVE O'HANG DIMENSIONS INCLUDE 40MM FASCIA

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

11 21

2720

2720

640 640








FL FL

FL FLCL CL

CL CL

eave o'hang

fg

eave o'hang

ELEVATION 3 1:100

3150

2720

430

2720

640

640

640

1200

45030

0 450


Framed & rendered hood,1:100 fall to outside edge






Rendered 60mm polyfoamframed out to 230 total


Entry door as selected

FLFL

FL FLCL CL

CL CL

fg

fg

fg

eave o'hang

eave o'hang

eave o'hang12° pitch

ELEVATION 4 1:100 NOTES:* EAVE O'HANG DIMENSIONS INCLUDE 40MM FASCIA

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

12 21

24-0

6alw

24-0

6alw

24-0

6alw

820 820

820

820

820

24-3

0stac

ker

720

820

1 2 3 4 5 6 7 8 9 10 11 12 13 14

spp for remotecontrolled paneliftdoor two handsetssupplied

TV

P. P.

CLIENT WITH ELECTRICIANCONFIRMED ON SITE BYELECTRICAL LAYOUT TO BE

P.

ELECTRICAL LEGEND

TV

CEILING FAN LIGHT

PHONE OUTLET

2 GLOBE FAN, HEAT, LIGHT

METER BOX

SINGLE GPO'S - 1050 OFF FLOOR


DOUBLE GPO'S - 300 OFF FLOOR

TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT

PHONE OUTLET-300 OFF FLOOR

CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT

SWITCH POINTS @ 1350 OFF FLOOR


CEILING LIGHT (BATTEN HOLD)

FP. FLUORESCENT PENCIL SPOT

LOWER ELECTRICAL PLANSCALE 1:100

80% min. ENERGY EFFICIENT LIGHTINGAS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES

NOTES:* EXISTING METER BOX LOCATION TO BE CONFIRMED

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

13 21

06-18asw09-24aaw 12-06afg

12-2

1asw

12-1

5asw

09-0

6asw

720

820 820

720

720

820

820

06-18asw

06-24asw

900

hamp

er

12-0

9aaw

12-0

9aaw

12-0

9aaw

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

12-2

4asw

27-1

7afg

TV

P.

P.

P.

TV

roof fall

UPPER ELECTRICAL PLANSCALE 1:100 CLIENT WITH ELECTRICIAN

CONFIRMED ON SITE BYELECTRICAL LAYOUT TO BE

P.

ELECTRICAL LEGEND

TV

CEILING FAN LIGHT

PHONE OUTLET

2 GLOBE FAN, HEAT, LIGHT

METER BOX




TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT

PHONE OUTLET-300 OFF FLOOR

CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT

SWITCH POINTS @ 1350 OFF FLOOR


CEILING LIGHT (BATTEN HOLD)

FP. FLUORESCENT PENCIL SPOT

80% min. ENERGY EFFICIENT LIGHTINGAS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

14 21

1 2 3 4 5 6 7 8 9 10 11 12 13 14

1000 3065 900 300

300

600

350x470 brick piers with1/M12 rod set into footingsas per engineers design

350x

350 e

ngag

ed b

rick p

iers

with

1/M12

rod p

er pi

er se

t into

footin

gs as

per e

ngine

ers d

esign

LB w

allLB

wall

LB w

all

270 bulkhead

Bulkhead dimensionsto be confirmed withcabinet makers details

LB po

int

LB po

int

MGP12/MGP15 TUAN PINEOR F27 HARDWOOD

max 1800 ctrsplate to lintel atstrap from topwide to have looped

@ each end

9.20( c )

( b )9.21

7500 Max

TO SLAB

ALL CONSTRUCTION SHALL BE NOT LESS THAN AS PRESCRIBED IN THE BUILDING ACT and THE BUILDING CODE of AUST. and A.S. 1684.2 - 1999.

TOP PLATELOADBEARING

TOP PLATENON-LOADBEARING

STUDSLOADBEARING

STUDSNON-LOADBEARING

NOGGING

JAMB STUDS

ROOF FRAMING

ROOF BATTENS

LINTELS & BEAMS

2/35 x 70 ( MGP12 )

35 x 70 ( MGP10 )

35 x 70 ( MGP10 )

70 x 35 ( MGP12 ) @ 450 CTS.

70 x 35 ( MGP10 ) @ 450 CTS.3000 MAX. HT.

35 x 70 ( MGP10 ) STAGGERED

2 COMMON FOR OPENING > 900


METAL BATTENS @ 900 cts

ENGINEER DESIGNED ROOF TRUSSES@ 600 CTS.

ROOF MATERIAL SHEET METAL ROOF

WALL FRAMING

( SEAS. PINE )

SEAS. PINE

ROOF BATTEN TOTRUSS / RAFTER

TRUSS / RAFTERTO TOP PLATE

TOP PLATE

TIMBER LIST

TIE DOWN FIXINGSFIXING OF

UPLIFTFORCE

FIGURENo

METHODTABLE

No OF FIXING

9.14 1.0 kN

9.13 3.3 kN


DIMENSION 'A'MAIN ROOF

DIMENSION 'A'GARAGE

1/ Framing ancor4/2.8 dia nails

9.9 kN9.13M12 rods cast into

windows > 1800mmslab @ 1800 ctrs

TYPE 17 SCREW1/75 mm No149.25

( d )

UPP. BOTTOM PLATELOW. BOTTOM PLATE

2/35 x 70 ( MGP10 )

N2/SR 70mmBR

ACIN

G RE

QUIR

ED

BRAC

ING

TO B

E CO

NFIR

MED

ON S

ITE

BY E

NGIN

EER

BRACING REQUIRED

88.61

kN

63.78 kN

LOWER BRACING PLANSCALE 1:100

TIMBER FRAME & TRUSSES2720mm PITCHING HEIGHT12 Deg ROOF PITCHCOLORBOND SHEET ROOF

and nailing at 50mm crs top and bottom

----------------------------

----------------------------

BRACING LEGEND

with anchor rods or with anchor bolts

TB4B Structural pine ply 7mm or F27 4mm 6 kN/m

----------------------------

TB1 Galvanised steel angle 1.5 kN/m

NOTE:* Provide three studs under each end ofTG's, provide four studs under each end ofGT's.* Hardwood top plate under GT's, TG's andunder loadbearing points.* Edge nailng of ply brace to be at 50mmcentres, no tiedown rods are required.* M12 rods to brick piers, typical, cavityfilled.* ALL 600mm TB4B panels to have an M12rod to each end.

N2/SR

BRACING TO BE CONFIRMEDON SITE BY ENGINEER

NOTES:* ALL LOWER FLOOR LINTELS AS PER ENGINEERS DESIGN* LOWER FLOOR BRACING AS PER ENGINEERS DESIGN* LOWER FLOOR WALLS TO BE RAISED TO A PITCHINGHEIGHT OF 2720mm

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

15 21

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

TB4B

0.9

TB4B

0.6

TB4B

0.6

TB4B

0.6

TB4B

0.9

TB4B

0.9

TB4B

0.9

TB4B

0.9

TB4B

0.9

TB4B 0.9 TB4B 0.9

TB4B 0.9

TB4B 0.9TB4B 0.9TB

4B 0

.9

12 de

g. ra

fters

as pe

ren

ginee

rs de

sign

Raked ceiling

Hamper between vanitywall and bulkhead

LB w

all

P.G.T

LB po

int

LB w

all

2/190x35 MGP12140x35MGP12

140x

35MG

P12 N

LB

140x

35MG

P12 N

LB

140x

35MG

P12 N

LB14

0x35

MGP1

2 NLB

140x

35MG

P12 N

LB19

0x35

MGP1

2 NLB

190x35 MGP12

190x

35 M

GP12

NLB

140x

35MG

P12 N

LB

190x35 MGP12

140x35MGP12 NLB

190x

35MG

P12 N

LB195x65 Hyne 17c

roof fall

MGP12/MGP15 TUAN PINEOR F27 HARDWOOD

max 1800 ctrsplate to lintel atstrap from topwide to have looped

@ each end

9.20( c )

( b )9.21

7500 Max

TO SLAB

ALL CONSTRUCTION SHALL BE NOT LESS THAN AS PRESCRIBED IN THE BUILDING ACT and THE BUILDING CODE of AUST. and A.S. 1684.2 - 1999.

TOP PLATELOADBEARING

TOP PLATENON-LOADBEARING

STUDSLOADBEARING

STUDSNON-LOADBEARING

NOGGING

JAMB STUDS

ROOF FRAMING

ROOF BATTENS

LINTELS & BEAMS

2/35 x 70 ( MGP12 )

35 x 70 ( MGP10 )

35 x 70 ( MGP10 )

70 x 35 ( MGP12 ) @ 450 CTS.

70 x 35 ( MGP10 ) @ 450 CTS.3000 MAX. HT.

35 x 70 ( MGP10 ) STAGGERED



METAL BATTENS @ 900 cts

ENGINEER DESIGNED ROOF TRUSSES@ 600 CTS.

ROOF MATERIAL SHEET METAL ROOF

WALL FRAMING

( SEAS. PINE )

SEAS. PINE

ROOF BATTEN TOTRUSS / RAFTER

TRUSS / RAFTERTO TOP PLATE

TOP PLATE

TIMBER LIST

TIE DOWN FIXINGSFIXING OF

UPLIFTFORCE

FIGURENo

METHODTABLE

No OF FIXING

9.14 1.0 kN

9.13 3.3 kN


DIMENSION 'A'MAIN ROOF

DIMENSION 'A'GARAGE

1/ Framing ancor4/2.8 dia nails

9.9 kN9.13M12 rods cast into

windows > 1800mmslab @ 1800 ctrs

TYPE 17 SCREW1/75 mm No149.25

( d )

UPP. BOTTOM PLATELOW. BOTTOM PLATE

2/35 x 70 ( MGP10 )

N2/SR 70mm

TIMBER FRAME & TRUSSES2720mm PITCHING HEIGHT12 Deg ROOF PITCHCOLORBOND SHEET ROOF

and nailing at 50mm crs top and bottom

----------------------------

----------------------------

BRACING LEGEND

with anchor rods or with anchor bolts

TB4B Structural pine ply 7mm or F27 4mm 6 kN/m

----------------------------

TB1 Galvanised steel angle 1.5 kN/m

NOTE:* Provide three studs under each end ofTG's, provide four studs under each end ofGT's.* Hardwood top plate under GT's, TG's andunder loadbearing points.* Edge nailng of ply brace to be at 50mmcentres, no tiedown rods are required.* M12 rods to brick piers, typical, cavityfilled.* ALL 600mm TB4B panels to have an M12rod to each end.

N2/SRBR

ACIN

G RE

QUIR

EDBR

ACIN

G PR

OVID

ED

BRACING REQUIRED

45.43

kN48

.60 kN

26.02 kNBRACING PROVIDED 27.00 kN

UPPER BRACING PLANSCALE 1:100

NOTES:* TRUSS LAYOUT & LINTELS TO BE CONFIRMED BY TRUSSMANUFACTURER / ENGINEER* ANY REQUIRED ROOF STRAPPING AS PER ENGINEERS DESIGN* ALL INTERNAL LINTELS IN CEILING SPACE

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

16 21

1020 240

350

2040

350

4030

350

3580 470 1820

350

5290

5640

7120

1260 910

2870 5870

Top up slab to FLRL 11.58

Proposed concrete slab as perengineers design FLRL 11.58

Proposed concrete slab onbrick up base as perengineers design FLRL 11.48

fwtub

sink sink

wc

basin fw

Existing concrete slabFLRL 11.58

Existing concrete slab

FLRL 11.15

Extent of floor above

Exte

nt o

f floo

r abo

ve

Proposed concrete slab on brickup base as per engineers design

FLRL 11.48

SLAB LAYOUT PLANSCALE 1:100

NOTES:* SLABS & FOOTINGS AS PER ENGINEERS DESIGN* HOMEGUARD TERMITE TREATEMENT TO BE INSTALLED AS PERMANUFACTURERS SPECIFICATIONS & IN ACCORDANCE WITH AS 3660.1* ALL DIMENSIONS TO BE CONFIRMED WITH FLOOR PLAN DIMENSIONS* ALL HEIGHTS, STEPS & LEVELS TO BE CONFIRMED ON SITE* KEY NEW SLABS INTO EXISTING AS PER ENGINEERS DESIGN

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

17 21

24-0

6alw

24-0

6alw

24-0

6alw

820 820

820

820

820

24-3

0stac

ker

720

820

1500

1660

LB w

all

LB w

all

Conn

ectio

ns by

engin

eer

LB w

all

Bear

ers a

s per

engin

eer

Rafte

rs @

5 de

g. pit

chas

per e

ngine

ers d

esign

Conn

ectio

n as p

eren

ginee

rs de

sign

LB po

intLB po

int

Joist

s @ 4

50 C

RS a

spe

r eng

ineer

s des

ign

Joist

s @ 4

50 C

RS a

spe

r eng

ineer

s des

ign

Joist

s @ 4

50 C

RS a

spe

r eng

ineer

s des

ign

Joist

s @ 4

50 C

RS a

spe

r eng

ineer

s des

ignca

ntile

ver

joists

Bearers as per engineers design

Bear

ers a

s per

eng

ineer

s des

ign

cantileverbeam

Beam

as p

er e

ngine

ers d

esign

FLOOR JOIST PLANSCALE 1:100

NOTES:* BEARER & JOIST LAYOUT DIAGRAMATIC ONLY & TOBE CONFIRMED BY ENGINEER* BEARER & JOIST SIZES AS PER ENGINEERS DESIGN* ALL FIXINGS/CONNECTIONS AS PER ENGINEERS DESIGN

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

18 21

2720

2720

640

640

640

1000

12 deg. roof trusses @ 600 CRS asper truss manufacturers specifications


Bearers & joists asper engineers design

Existing brickwork to be raisedto a pitching point of 2720



HomeGuard termite protection system tounderside of slab, perimeter & penetrations,in accordance with AS 3660.1


Proposed slab on brick upbase as per engineers design Existing slab on brick up base

Shelves to be confirmedon site by client

SECTION 1:100

18A

FL FL

FL FLCL CL

CL CLBINDERS @ 3000 CRS

eave o'hang

eave o'hang

eave o'hang

ALFRESCOBBQ

DINING

BED 2 BED 3

as per flashing detail sheet 20

2720

2720

480

640

640

1000

240



12 deg. rafters as perengineers design

Raked ceiling

Raked eaves

Framed & rendered hood,1:100 fall to outside edge





Existing slab on brick up base

Proposed slab on brick upbase as per engineers design

SECTION 1:100

18B

FL FL

FL FLCL CL

CL CLBINDERS @ 3000 CRS

eave o'hang

to stud wall

eave o'hang

ENTRYKITCHEN

BATH

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

19 21

430

2720

2720

3150

640

640

2525






195x65 Hyne 17c

Hamper between vanitywall and bulkhead

Existing garage slab & footingsExisting slab on brick up base

SECTION 1:100

19C

FLFL

FLFLCLCL

CLCLBINDERS @ 3000 CRS

eave o'hang

eave o'hang

as per flashing detail sheet 20

DINING GARAGE

WIR ENS

430

2720

2720

3150

2720

480 640

640 12 deg. roof trusses @ 600 CRS asper truss manufacturers specifications


Bearers & joists asper engineers design 10 deg. rafters as per

engineers design

Existing garage slab & footings Footings & slabs as perengineers design

HomeGuard termite protection system tounderside of slab, perimeter & penetrations,in accordance with AS 3660.1

Kek new slabs into existingas per engineersd design

Footings & slabs as perengineers design

Beam as perengineers design

BINDERS @ 3000 CRS

FLFL

FL FLCL CL

CL CL

GARAGEPDR ALFRESCO

BED 2WIRMASTER SUITE

eave o'hang

to stud wall

eave o'hang

SECTION 1:100

19D

As per flashing detail sheet 20

Phone (07) 55 203 022Fax (07) 55 203 033






THIS

DES

IGN

IS T

HE E

XCLU

SIVE

PRO

PERT

Y OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

SN.

B AL

L WRI

TTEN

DIM

ENSI

ONS

TAKE

PRE

CEDE

NCE

OVER

SCA

LED

SIZE

SBE

WAR

NED:

SUB

STIT

UTIO

N OF

ANY

STR

UCTU

RAL M

EMBE

RS, A

ND O

R AN

Y VA

RIAT

ION

TO A

NY P

ART O

F TH

E DE

SIGN

WILL

VOI

D AN

YRE

SPON

SIBI

LITIE

S OF

STU

ART

OSMA

N BU

ILDIN

G DE

SIGN

S FO

R TH

E ST

RUCT

URAL

INTE

GRIT

Y AN

D PE

RFOR

MANC

E OF

THE

BUI

LDIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

O'CONNOR



3724

MJ

A 13/01/2010

******

SO

CUSTOM

1:100 @ A3

20 21

2720

900

600

900

5027

0

1800

600

5027

0

KITCHEN DETAIL 2 1:50KITCHEN DETAIL 1 1:50

FL

CL

R'hood

spaceUBO

HPspaceREF

1000mm

Bulkhead

spaceDW

Sink

400mmmwspace

FLASHING DETAIL TYPICAL 1:20

Stramit Colorbond flashing to topof all BV walls continuous undergable end wall cladding

Selected cladding asnominated on elevations

Floor joists by engineer

450mm WIDE UNLESS OTHERWISE NOTED. TO BE 300mm WIDE & KITCHEN DRAWERS TO BE CABINETMAKERS DISCRETION, VANITY DRAWER* DOOR SWINGS & CUPB'DS CONFIGURATIONS TONOTE:

NOTE:2/30x0.8mm GI strap fixed to top plates & studs at each end with 4/2.8mmdiam nails.

External wall

Internal bracing wall

35mm gap to truss

Blocking pieces to both sidesof truss bottom chord fixed totop plate with 4/3.33 diam. nails

Bottom chord of truss

Bracing wall

1800 min. 2700 max.

50

150

300

30x2.8mm diam flathead nailsnail spacing as shown

2/50x2.8mm diam nails at each endand each stud

1:20

7025

0320

20

Timber architrave

timber lintel beam, as per

Min 10mm gap

Timber reveal

TYPICAL FIXING TO TOP OF BRACING WALL 1:20

TYPICAL METAL ANGLE BRACING (TB1)1.5kN/m 1:50

4mm F27 PLYWOOD BRACING (TB4B)6.0 kN/m (rods not required) 1:50

DETAIL 1 1:10

size as per bracing plan

150mm GI strapunder top ribbonplate.

Gap to trussend.diameter nails each3/75 x 3.33 mm

TRUSSES PARALLEL TO BRACING WALL 1:20

bridging piece90x35mm MPG12 timber

bracing wall

NOTE:2/30x0.8mm looped GI strap fixed over bridging piece & to underside of top platewith 4/2.8mm diam nails at each end of straps & to bridging piece.

30 degs max

30x0.8mm gal. strap3/30x2.8mm dia nails

to end of stud

Metal angle of Min.nominal section18x16x1.2mm

Max depth of notchnot to exceed 20mm

Note: if two or more panelare butted together thevertical join nailing is tobe @50mm centres.Single sheet vertical nailingto be @150mm centres.

Tie down to floor(nomial fixing only)

CANTELEVERED TRUSSES TO ACHIEVE600mm O'HANG WITH 25 deg ROOF PITCHWHERE 2440mm IS USED

or as

nomi

nated

or as

nomi

nated

waffle pod slab as per engineers designwith exposed edge for visual inspectionTermi-mesh or similar to all slab penetrations& perimeter

@ max 1800 centresfrom top plate to lintel

to have looped strapWindows > 1800 wide

sarking to roof where applicable

openings and corners, from top plate to slab.12mm Rods at 1800mm cts, each side of

or as nominated on plans

or as nominated on plans

as selected

as selected10mm plasterboard ceiling, paint finish

90mm cornice, paint finish as selected

timber architrave, as selected

aluminium framed window as selected

10mm plasterboard wall lining, paint finish

-D1

GI partition bracket

manufacturers printed specificationsRoof trusses @ 600mm centres as per truss

FL

CL

21° roof pitch

320

2120

2440

moisture barrier

50mm sand bed

dia' nails each end over trusses to top plateor 30 x 0.8mm GI strap with 3/2.8mmof trusses and top plates with 4/2.8 dia' nailsone framing anchor to be fixed to each end

Sheet metal roof with metal battens @900mm cts

600

metal fascia & gutter

TRUSSES PERP.TO BRACING WALL

T.B.C by engineer

TYPICAL TIMBER FRAME SECTION 1:20

WITNESS DATE

amendmentsdesign drawn by

date

scales

job number

of

Phone (07) 55 203 022Fax (07) 55 203 033PO Box 2845 Burleigh HeadsDC Qld 4220

ABN 73 097 995 616QLD 4219

BSA License No: 1129687Email: [email protected]

PLEASE READ CAREFULLY

IN THE INITAL AGREEMENT AND I UNDERSTAND CHANGESTHIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO

HEREAFTER MAY NOT BE POSSIBLE. THESE PLANSSUPERSEDE ALL OTHER PREVIOUS PLANS OR SKETCHES.

OWNER/S

Contractor to verify dimensions. Notify designers ofdiscrepancies. Failure to do

so shall void the designers responsibilities.

dimensions take preference.© Copyright reserved in part or whole. Written

THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNSN.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING

BE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY

Address: 2/71 TownshipDrive, West Burleigh,

sheet #

checked byN2/SR/timber frame

NO SOFFITSWALL CLADDING ASNOMINATED ON PLANS

MJCUSTOM

3724O'CONNOR

40 BANKSIA BROADWAY,BURLEIGH WATERS A 13/01/2010

21211:100 @ A3

******SO

Documents

PROPOSED DWELLING FOR O’CONNORuploads.serviceseeking.com.au/attachments/15931/files/original.pdf · proposed dwelling for o’connor 40 banksia broadway, burleigh waters job number