Double Storey Rendered House S. & E. LEFROY and Building/Plans DA 2016 25… · measurements of...

10. 80

10.80

11.0

0

11. 00

11. 2

0

11. 20

11.4 0

11 . 40

11 . 60

11. 60

11 .60

11.60

GAS

ON

OTH

ER S

IDE

OF

RO

AD

Double StoreyRenderedBrick & Tin

HouseG.L.-F.F.L.= 11.8m

A.H.D.

T.B.M.S.H.Nail & Plate inBitumenR.L.= 11.56A.H.D.

1

2

Grate

Water Meter

Con

cret

e Fo

othp

ath

Con

cret

e Fo

othp

ath

Right Of Carriageway

Garage

PP

11.23

11.5511

.62

11.62

11.64 11

.57

11.54

11.56

10.80

10.72

WAT

ER

Pipe

Grate Grate

Pipe

Power Dome

SwitchBoard

89°55'30" 90°4'30"

89°55'30"

90°

2

1

18.1

2

10.5

Nail &PlateFound

Nail &Plate

Found

NoMark'sFound

H.C.

H.C.

SEWER

NoMark

Found

16.1

2

300

1


10.9

3

11.03

11.33

Vacant

11.65

10.85

10.89

10.92

10.99

11.29

10.89

11.37

11.43

11.5211.54

11.58

11.44

11.34 10

.89

10.76

10.80

10.83

10.90

11.20

11.35

11.47

11.51

UPP

ER E

SPLA

NAD

E

Vacant

90°4'

30"

188m²

9.5

89°55'30"

1

90°4'30"

270°

9.5

11.2811

.47

11.38

11.70

11.73

11.60

11.56

Wood Panel Fence &Limestone

Pillars on Top ofRetaining WallTop of Wall =

12.4m

Lim

esto

ne R

etai

ning

Wal

lTo

p of

Wal

l = 1

1.4m

DATEPROJECT NO.

DRAWING NUMBER. Rev.

DRAWING

ADDRESS

CLIENT

PROJECT

PHONE: (08) 97 215 300

EMAIL: [email protected]

MAIL: PO BOX 406, Bunbury, WA, 6231

WEB: www.mergedesign.com.au

©

DRAWN BYDESIGNED BY

A21. THIS DRAWING IS COPYRIGHT PROTECTED AND REMAINS THE PROPERTY OF MERGE BUILDING DESIGN

(ABN 25 048 357 461) AND SHALL NOT BE USED FOR ANY OTHER PURPOSE THAN ORIGINALLY

INTENDED

2. READ FIGURED DIMENSIONS IN PREFERENCE TO SCALE. ALL DIMENSIONS IN mm U.O.N.

3. BUILDER TO CHECK AND CONFIRM ALL MEASUREMENTS, LEVELS & DETAILS PRIOR TO THE

COMMENCEMENT OF ANY WORK OR FINANCIAL COMMITMENT. BUILDER TO CHECK AND CONFIRM

MEASUREMENTS OF EXISTING BUILDING

4. THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL BUILDING DESIGN DRAWINGS,

ARCHITECTURAL NATSPEC SPECIFICATION, ALL CONSULTANTS DRAWINGS AND SPECIFICATIONS &

MANUFACTURERS SPECIFICATIONS

5. ALL WORKSMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH THE MOST CURRENT BUILDING

REGULATIONS, NATIONAL CONSTRUCTION CODE AND AUSTRALIAN STANDARDS

11/03/2018 10:46:20 AM

D

SPEC

CD01

PROPOSED NEW RESIDENCE

S. & E. LEFROY

#6A (LOT 1 ON SP63978) UPPER

ESPLANADE, BUNBURY

COVER PAGE

DESIGN DEVELOPMENTSL SL

PROPOSED NEW RESIDENCE FOR:

S. & E. LEFROY

AT:


ESPLANADE, BUNBURY

GENERAL

DESIGN STATEMENT CLASS 1A & CLASS 10 – COMPLIANCE WITH NATIONAL CONSTRUCTION CODE (NCC) - BUILDING

CODE AUSTRALIA (BCA) VOLUME 2 2012

READ IN ASSOCIATION WITH ATTACHED PLANS AND NATSPEC PROJECT SPECIFICATIONS

(BE ADVISED SOME CLAUSES LISTED MAY NOT BE RELEVANT TO THIS PROJECT)

SITE PREPARATION

EARTHWORKS, SITE PREPARATION AND EXCAVATION SHALL BE IN ACCORDANCE WITH THE BCA PART 3.1, 3.2 AND

AS2870 WITH ANY EXCAVATION OR FILLING SET BACK FROM THE BOUNDARY OR ADEQUATELY RETAINED .

ANY FILL PLACED ON SITE SHALL COMPLY WITH BCA TABLE 3.1.1.1 AND WHERE FILL IS USED TO SUPPORT

FOOTINGS OR SLABS, IT SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH PART 3.2 AND AS2870.

TERMITE TREATMENT SHALL BE IN ACCORDANCE WITH THE BCA PART 3.1.3 AND AS3660. PROVIDE A DURABLE

NOTICE, PERMANENTLY FIXED TO THE BUILDING, IN A PROMINENT LOCATION SUCH AS A METER BOX OR THE LIKE.

CONCRETE FOOTING AND SLAB CONSTRUCTION INCLUDING VAPOUR BARRIER, SHALL BE IN ACCORDANCE WITH THE

BCA PART 3.2 AND AS2870.

BUILDING STRUCTURE

MASONRY, MASONRY ACCESSORIES, WEATHERPROOFING OF MASONRY ETC, SHALL BE IN ACCORDANCE WITH THE

BCA PART 3.3 , AS3700, OR AS4773.

SELECTION AND INSTALLATION OF LINTELS SUPPORTING MASONRY SHALL BE IN ACCORDANCE WITH THE BCA

PART 3.3.3 AND AS3700, AS4773.

WHERE MANUFACTURED TIMBER TRUSSES ARE USED, THEY ARE TO BE INSTALLED IN ACCORDANCE WITH

DISTRIBUTORS’ SPECIFICATIONS AND AS4440 – INSTALLATION OF TIMBER ROOF TRUSSES.

ALL TIMBER FRAMING AND ROOF TRUSSES (MATERIALS, CONSTRUCTION, BRACING AND TIE-DOWNS) SHALL BE IN

ACCORDANCE WITH THE BCA PART 3.4.3 AND AS1684 RESIDENTIAL TIMBER FRAMING CODE, AS4440 INSTALLATION

OF TIMBER ROOF TRUSSES.

ALL TIMBER USED IN EXTERNAL LOCATIONS SHALL BE OF A SUITABLE DURABILITY / TREATED APPROPRIATE TO

ITS USE IN ACCORDANCE WITH AS1684.

ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE BCA PART 3.4.2, PART 3.4.4 AND AS4100, AS4600, NASH

RESIDENTIAL TO LOW RISE STEEL FRAMING.

ALL EXPOSED STRUCTURAL STEEL MEMBERS WITHIN 1KM OF THE COAST AND IN ALL (HIGH CORROSIVE)

INDUSTRIAL AREAS SHALL BE TREATED AGAINST CORROSION IN ACCORDANCE WITH BCA PART 3.4.4 AND TABLE

3.4.4.2 AND TABLE 3.3.3.2

ALL GLAZING AND WINDOWS SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH THE BCA PART 3.6 AND

AS1288, AS2047.

ROOF STRUCTURE SHALL BE TIED DOWN WITH METAL STRAPS OR STEEL RODS FIXED OR BUILT INTO WALLS IN

ACCORDANCE WITH THE AS3700, AS4773 ANDNAS1684.

SELECTION AND INSTALLATION OF FLASHING, GUTTERS AND DOWN PIPES, INCLUDING SIZE OF GUTTERS AND

DOWNPIPES, SHALL BE IN ACCORDANCE WITH THE BCA PART 3.5.1, 3.5.2 AND AS3500.3.

METAL ROOF SHEETING SHALL BE INSTALLED, FIXED AND FLASHED IN ACCORDANCE WITH BCA PART 3.5.1 AND

AS3500.3.

ROOF TILING SHALL BE INSTALLED, FIXED AND FLASHED IN ACCORDANCE WITH THE BCA PART 3.5.1.2.

DISPOSAL OF STORMWATER SHALL BE DESIGNED IN ACCORDANCE WITH THE BCA PART 3.1.2, 3.5.2 AND AS3500.3

AND SHALL DISCHARGE CLEAR OF THE BUILDING AND ALL STRUCTURAL FOUNDATIONS. STORMWATER SHALL BE

PREVENTED FROM FLOWING BACK INTO THE BUILDING

LIFE SAFETY

WALLS REQUIRED FOR FIRE SEPARATION OF CLASS 1 BUILDINGS SHALL COMPLY WITH THE BCA PART 3.7.1.

FIREWALLS SHALL ACHIEVE AN FRL OF 60/60/60 AND SHALL BE CARRIED UP TO THE UNDERSIDE OF THE NON-

COMBUSTIBLE ROOF COVERING. FIREWALLS SHALL NOT BE CROSSED BY TIMBER / COMBUSTIBLE ELEMENTS

EXCEPT FOR ROOF BATTENS <50MMX75MM. ANY GAP BETWEEN THE TOP OF THE FIREWALL AND THE NON-

COMBUSTIBLE ROOF COVERING SHALL BE PACKED WITH NON-COMBUSTIBLE MINERAL FIBRE.

HARD WIRED SMOKE ALARMS SHALL BE INSTALLED ON OR NEAR THE CEILINGS LOCATED BETWEEN EACH AREA

CONTAINING BEDROOMS AND THE REMAINING DWELLING AND WHERE BEDROOMS ARE SERVED BY A HALLWAY, IN

THAT HALLWAY; AND IN ANY OTHER STOREY NOT CONTAINING BEDROOMS IN ACCORDANCE WITH THE BCA PART

3.7.2 AND AS3786.

HEALTH AND AMENITY

WET AREAS SHALL BE INSTALLED IN ACCORDANCE WITH THE BCA PART 3.8.1 AND AS3740.

MINIMUM CEILING HEIGHTS AND HEAD CLEARANCES SHALL BE IN ACCORDANCE WITH THE BCA PART 3.8.2.

EVERY SANITARY COMPARTMENT, BATHROOM AND LAUNDRY SHALL BE VENTILATED IN ACCORDANCE WITH THE

BCA PART 3.8.5.

THE DOOR TO A FULLY ENCLOSED SANITARY COMPARTMENT SHALL EITHER OPEN OUTWARDS, SLIDE OR BE

READILY REMOVABLE FROM THE OUTSIDE OF THE COMPARTMENT, UNLESS THERE IS A CLEAR SPACE OF AT

LEAST 1.2M BETWEEN THE CLOSET PAN AND HANGING SIDE OF THE DOOR WITHIN THE SANITARY COMPARTMENT

(MEASURED FROM THE DOORS CLOSED POSITION TO THE 90 DEGREE OPENING POINT, IN THE ARCH OF THE SWING

OF THE OPENING DOOR. A CLOSET PAN LOCATED BEHIND THE OPEN DOOR LEAF AT 90 DEGREES IS COMPLIANT

WITHOUT MODIFICATION) BCA PART 3.8.3.3.

SAFE MOVEMENT AND ACCESS

STAIRS SHALL BE IN ACCORDANCE WITH THE BCA PART 3.9.1:

NOT MORE THAN 18 ‘RISERS’ IN EACH FLIGHT

TREADS SHALL HAVE A NON-SLIP FINISH / NON-SKID STRIP NEAR EDGE OF NOSING

THE ‘GOING’ OF ALL STRAIGHT TREADS SHALL BE CONSISTENT THROUGHOUT THE SAME FLIGHT

NOT MORE THAN 3 WINDERS IN LIEU OR A QUARTER LANDING OR 6 WINDERS IN A HALF LANDING

‘RISER’ AND ‘GOING’ DIMENSIONS SHALL COMPLY WITH:

MAX. ‘RISER’ (R) 190MM; MIN. ‘RISER’ 115MM

MAX. ‘GOING’ (G) 355MM; MIN. ‘GOING’ 240MM

(2R+G) MAX. 700MM; MIN. 550MM.

A LANDING IS REQUIRED WHERE A DOORWAY OPENS TO A CHANGE IN LEVEL GREATER THAN 570MM OR THREE

OR MORE STEPS (MINIMUM SIZE OF LANDING 750MM) IN ACCORDANCE WITH THE BCA PART 3.9.1.

A BALUSTRADE AND HANDRAIL SHALL BE PROVIDED IF ANY LEVEL IS MORE THAN 1M ABOVE THE SURFACE

LEVEL BELOW, WITH A MIN. HEIGHT ABOVE FINISHED FLOOR LEVEL (FFL) OF 1M OR 865MM ABOVE NOSING LINE

ON STAIR; THE MAX. ‘GAP’ SHALL NOT PERMIT A 125MM SPHERE TO PASS THROUGH BALUSTRADES OR OPEN

STAIR TREADS IN ACCORDANCE WITH THE BCA PART 3.9.2.

WIRE BALUSTRADES SHALL COMPLY WITH CONSTRUCTION, TENSION AND DEFLECTION REQUIREMENTS OF THE BCA

PART 3.9.2.

WHERE FLOORS ARE MORE THAN 4M ABOVE THE SURFACE BENEATH, ANY HORIZONTAL ELEMENTS WITHIN THE

BALUSTRADE / BARRIER BETWEEN 150MM AND 760MM ABOVE THE FINISHED FLOOR LEVEL SHALL NOT

FACILITATE CLIMBING IN ACCORDANCE WITH THE BCA PART 3.9.2.

GLAZED BALUSTRADES SHALL BE IN ACCORDANCE WITH THE BCA PART 3.9.2 AND AS1288.

RETAINING WALLS

ALL RETAINING WALLS TO BE INSTALLED IN ACCORDANCE WITH ENGINEER’S / MANUFACTURER’S SPECIFICATIONS

AND ANY DEVIATION FROM THE CONDITIONS TO BE CONFIRMED WITH THE ENGINEER. CLARIFICATION AS TO THE

SUITABILITY OF A SYSTEM FOR A SPECIFIC SITE EG UNUSUAL MOISTURE CONDITIONS CAUSED BY DRAINS OR THE

LIKE, SHOULD BE SOUGHT FROM THE ENGINEER / MANUFACTURER, AS REQUIRED.

WHERE THE STABILITY OF A FUTURE BUILDING / STRUCTURE IS RELIANT ON A RETAINING WALL THE RETAINING

WALL SHALL BE CONSTRUCTED PRIOR TO / CONCURRENT WITH THE BUILDING / STRUCTURE.

SUB SOIL DRAINAGE IS TO BE INSTALLED WHERE SITE CONDITIONS EXIST THAT CREATE A NEED FOR SUBSOIL

WATER TO BE DIVERTED FROM PROPOSED RETAINING AND THIS DRAINAGE IS TO BE IN ACCORDANCE WITH BCA

PART 3.1.2.4.

DRAWING LIST

SHEET # SHEET NAME REVISION DATE

CD01 COVER PAGE D 09-03-2018

CD02 SITE PLAN D 09-03-2018

CD03 FLOOR PLAN D 09-03-2018

CD04 ELEVATIONS D 09-03-2018

CD08 3D SKETCHES D 09-03-2018

CD09 3D SKETCHES D 09-03-2018

1 : 100

EXISTING SURVEY PLAN1

1 : 1000

STRATA PLAN2

REVISION SCHEDULE

REV. DATE DESCRIPTION

A 12-8-2016 ISSUED FOR NEIGHBOUR CONSULTATION

B 10-10-2016 ISSUED FOR PLANNING APPROVAL

C 13-10-2016 RE-ISSUED FOR PLANNING APPROVAL

D 09-03-2018 PLANNING APPROVAL AMENDMENT

10. 80

10.80

11.0

0

11. 00

11. 2

0

11.20

11.4 0

11 . 40

11 . 60

NOTE:

GAS

ON

OTH

ER S

IDE

OF

RO

AD

RenderedBrick & Tin

HouseG.L.-F.F.L.= 11.8m

A.H.D.

T.B.M.S.H.Nail & Plate inBitumenR.L.= 11.56A.H.D.

2

Water Meter

Con

cret

e Fo

othp

ath

Con

cret

e Fo

othp

ath


Garage

PP

11.23

11.5511

.62

11.54

10.80

10.72

WAT

ER

Grate Grate

Power Dome

SwitchBoard

89°55'30" 90°4'30"

90°

2

1

Nail &PlateFound

Nail &Plate

Found

NoMark'sFound

H.C.

H.C.

SEWER

NoMark

Found

300


10.9

3

11.03

11.33

Vacant

11.65

10.85

10.89

10.92

10.99

11.29

10.89

11.37

11.43

11.5211.54

11.58

11.44

11.34 10

.89

10.76

10.80

10.83

10.90

11.20

11.35

11.47

11.51

A.H.D. Levelsobtainedfrom SewerM/H Lids

UPP

ER E

SPLA

NAD

E

90°4'

30"

9.5

1

90°4'30"

270°

9.5

11.2811

.47

11.38

11.70

11.73

Wood Panel Fence &Limestone

Pillars on Top ofRetaining WallTop of Wall =

12.4m

Lim

esto

ne R

etai

ning

Wal

lTo

p of

Wal

l = 1

1.4m

UP

DN

GARAGE

PROPOSED RESIDENCE

FFL @ -1c

RL 11.75

GATE

EXISTING 1.80m HIGH

FACE BRICK FENCE

EXISTING LIMESTONE FENCE

REMOVED (RETAINING TO REMAIN)

1000

15620

1500

20 3050 5130 2300

20 10480

EXISTING

DRIVEWAYEXISTING SOAKWELL

(CATERS FOR ENTIRE SITE)

DRYING COURT

& BIN STORE

1.80m H

IGH F

ACE

BRICK F

ENCE

LIMESTONE WALL 750 HIGH

PIERS AN EXTRA 1200 HIGH

DRIVEWAY / CROSSOVER

20 3230 5700 1550

1000

4000

4590

1350

6080

1100

OUTDOOR AREAGRASS

6.93 x 4.00

500GARAGE 500mm BEHIND THE MAIN

DWELLING ALIGNMENT (550mm BEHIND ROOF

GARDEN ALIGNMENT ABOVE)

2000

18120

OVERALL S

TREET F

RONTAGE

20120

SHARED

DRIV

EWAY

1212

DRIVEWAY

5790

11118

DRIVEWAY

2000

AGGREGATE DRIVEWAY WITH ON SITE:

2000 + 5790 = 7790

(TOTAL ALLOWED = 9000

WASHED

AGG. CONC.

WASHED AGG. CONC.

WASHED AGG. CONC.

7083

5050 2033

20 9430 1050

OPEN SPACE

SITE AREA: 188m²

OPEN SPACE REQUIREMENT (40%) 75.20m²

GROUND FLOOR OPEN SPACE: 70.87m²

PROPORTIONATE 1/3 SHARE OF

COMMON PROPERTY OPEN SPACE (55.16m²): 18.30m²

ROOF TERRACE (NO ROOF OVER) 23.00m²

SUBTOTAL 112.17m²

STORMWATER NOTE: SOAKWELLS PROVIDED IN CONJUNCTION WITH

ORIGINAL SUBDIVISION SUITABLE FOR ENTIRE SURVEY STRATA

2m S

ETBACK L

INE

4m S

ETBACK A

VERAGING

COMPENSATION L

INE

EXEMPT AREA

EXEMPT AREA

2000 2000

2012

0 S

ITE F

RONTAGE

AREA FORWARD OF SETBACK: 6.58m²

COMPENSATING AREA: 13.30m²

2m S

ETBACK L

INE

4m S

ETBACK A

VERAGING

COMPENSATION L

INE

EXEMPT AREA

EXEMPT AREA

2012

0 S

ITE F

RONTAGE

ROOF G

ARDEN

2000 2000

AREA FORWARD OF SETBACK: 8.89m²

COMPENSATING AREA: 8.93m²

ROOF G

ARDEN

DATEPROJECT NO.


DRAWING

ADDRESS

CLIENT

PROJECT

PHONE: (08) 97 215 300




©

DRAWN BYDESIGNED BY



INTENDED










11/03/2018 10:46:21 AM

D

SPEC

CD02


S. & E. LEFROY


ESPLANADE, BUNBURY

SITE PLAN


1 : 100CD04

SITE PLAN1 1 : 100CD04

GROUND FLOOR PLAN - SETBACK AVERAGING2

1 : 100CD04

UPPER FLOOR PLAN - SETBACK AVERAGING3

REVISION SCHEDULE



SETBACK AVERAGING

UP

DN

AREAS

GROUND FLOOR:

GARAGE/STORE: 40.30m²

HOUSE: 73.40m²

UPPER FLOOR:

HOUSE: 91.90m²

OUTDOOR TERRACE (& ROOF GARDENS): 39.10m²

TOTAL FLOOR AREA 244.70m²

N

W E

S

BED 2

BED 3 ACTIVITY

BATH

BIR

9430

3050 5130 750 500

2050

1950

4590

1350

6080

1100

9430

230 2340 6860

GARAGE

STORE

BIN STORE &

DRYING COURT

LINEN

LDRY

1500

15620

BIR

STORE

LOW S

TORE

(UNDER S

TAIR)

SHR

BATH

10480

3900

7750

3420

OUTDOOR TERRACE

SPIRAL

STAIR

BIR

BIR

OUTDOOR K

ITCHEN

STUDY N

OOK

PDR

ENSUITESHR

MASTER

OPEN PLAN

SCULLERY

9480

1500

13570

2050

ROOF G

ARDEN

ROOF G

ARDEN

ROOF GARDEN

KITCHEN

FR OV.

CLEAR S

HEET R

OOFING

CLEAR S

HEET R

OOFING

OPEN A

IR

OPEN A

IR

AWNING

AWNING

ROOF

WINDOW

3.00

°

TIMBER TRELLIS STRUCTURE

TIM

BER T

RELLIS S

TRUCTURE

DATEPROJECT NO.


DRAWING

ADDRESS

CLIENT

PROJECT

PHONE: (08) 97 215 300




©

DRAWN BYDESIGNED BY



INTENDED










11/03/2018 10:46:35 AM

D

SPEC

CD03


S. & E. LEFROY


ESPLANADE, BUNBURY

FLOOR PLAN


1 : 100CD04

GROUND FLOOR PLAN1

1 : 100CD04

UPPER FLOOR PLAN2

1 : 100CD04

ROOF PLAN3

REVISION SCHEDULE





FFL 00

CL 2743

FFL UPPER

CL 5743

2744

258

2743

2744

258

2743

WT1

WT2

WT1

WT1

WT3

WT4

1018

TIMBER FRAME TRELLIS STRUCTURE

PROPRIETRY STEEL

SPIRAL STAIRCASE

VISUALLY PERMEABLE 1.80M FENCING

FFL 00

CL 2743

FFL UPPER

CL 5743

2743

258

2744

857

WT4

WT1

WT1

WT3

WT4

PROPRIETRY STEEL

SPIRAL STAIRCASE

FFL 00

CL 2743

FFL UPPER

CL 5743

2744

258

2743

EXISTING LIMESTONE RETAINING WALL

WT1

WT1

WT4

PARA

PET

WALL

WT1

M/BOX

WT2

FFL 00

CL 2743

FFL UPPER

BOUNDARY

BOUNDARY

18120

1000 15620 1500

BRICK

PARA

PET W

ALL (S

HARED

INTER

NAL B

OUNDA

RY)

CL 5743

855

2744

258

2743

2744

258

2743

WT2

LINE OF PREVIOUSLY APPROVED PARAPET WALL

6600

2050 3900

ELEVATION SCHEDULEELEMENT TYPE KEY

PORCH/ALFRESCO

/PATHS: WASHED AGG. CONCRETE

FLOOR: CONCRETE SLAB - LIGHT GRIND (SALT & PEPPER)

WALLS: TYPE 1: FACE BRICKWORK - PAINTED WHITE WT1

TYPE 2: BRICK WITH GLASS FACE RENDER WT2

TYPE 3: TIMBER FRAME WITH AXON CLADDING - WHITE WT3

TYPE 4: TIMBER FRAME WITH AXON CLADDING - MATT BLACK WT4

WINDOWS: ALUMINIUM FIXED F

SLIDING S

AWNING A

LOUVRE L

FRONT DOOR: SOLID CORE DOOR

GLASS: 6.38mm LOW-E CLEAR GLASS

SHGC & U-VALUE AS PER 6 STAR ASSESSORS DOCUMENTS

ROOF: TRIMDECK ROOF SHEETING @ PITCH AS PER ROOF

PLAN (PROFILE TO SUIT 3.0° PITCH)

GUTTER: AS PLANS

OUTDOOR LIVING

BEAMS & POSTS: TIMBER - PAINT FINISH

EAVE LINING: VILLABOARD WITH EXPRESSED JOINTS

CONCRETE SOFFIT: PAINT FINISH

GARAGE DOOR: BnD PANEL LIFT DOOR

OUTDOOR ROOM

BALUSTRADE: ALUMINIUM HANDRAIL WITH UPRIGHTS - MATT BLACK

DATEPROJECT NO.


DRAWING

ADDRESS

CLIENT

PROJECT

PHONE: (08) 97 215 300




©

DRAWN BYDESIGNED BY



INTENDED










11/03/2018 10:46:38 AM

D

SPEC

CD04


S. & E. LEFROY


ESPLANADE, BUNBURY

ELEVATIONS


1 : 100

EAST ELEVATION1

1 : 100

NORTH ELEVATION2

1 : 100

SOUTH ELEVATION3

1 : 100

WEST ELEVATION4

REVISION SCHEDULE





DATEPROJECT NO.


DRAWING

A2

PHONE: (08) 97 215 300




©

DRAWN BYDESIGNED BY

1. THIS DRAWING IS COPYRIGHT PROTECTED AND REMAINS THE PROPERTY OF MERGE BUILDING DESIGN


INTENDED










ADDRESS

CLIENT

PROJECT

11/03/2018 10:46:41 AM

D

SPEC

CD08

3D SKETCHES

DESIGN DEVELOPMENT

SL SL


S. & E. LEFROY


ESPLANADE, BUNBURY

NORTH EAST 3D SKETCH1

EASTERLY 3D SKETCH2

REVISION SCHEDULE





DATEPROJECT NO.


DRAWING

ADDRESS

CLIENT

PROJECT

PHONE: (08) 97 215 300




©

DRAWN BYDESIGNED BY



INTENDED










11/03/2018 10:46:44 AM

D

SPEC

CD09


S. & E. LEFROY


ESPLANADE, BUNBURY

3D SKETCHES


NORTH EAST AERIAL 3D SKETCH1SOUTH EAST AERIAL 3D SKETCH2

STAIR WELL 3D SKETCH3 LONG SECTION 3D SKETCH4

REVISION SCHEDULE



Double Storey Rendered House S. & E. LEFROY and Building/Plans DA 2016 25… · measurements of...

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Transcript of Double Storey Rendered House S. & E. LEFROY and Building/Plans DA 2016 25… · measurements of...