Morgan 1111-4140 (2012-01-10) · 12720 Ground Floor FCL 12720 Ground Floor FCL 10000 Ground Floor...

DN

SELECTED COLORBOND GUTTERS, FASCIAS AND

DOWNPIPES TO THE MANUFACTURERS SPECIFICATIONS

Ar041

Ar041

Ar042

Ar042

SELECTED PLASTERBOARD LININGS FIXED TO THE

MANUFACTURERS SPECIFICATIONS & THE SCHEDULE OF

SPECIFICATIONS DETAILS

SELECTED BALUSTRADE, 1000 HIGH, 125

OPENINGS TO BCA CLAUSE 3.9.2

240 x 45 F7 KILN DRIED TREATED PINE

TREADS TO BCA REQUIREMENTS

90 x 90 F7 KILN DRIED TREATED PINE OR 100 x 100

HARDWOOD POSTS TO THE OWNERS DETAILSEXTENT OF EXISTING ROOFLINE

SELECTED 15mm AC OR 15mm STRUCTURAL GRADE PLY. WETSEAL TO

MANUFACTURERS SPECIFICATIONS, SELECTED TILES OVER FIXED TO

THE MANUFACTURERS SPECIFICATIONS

NOTE - BRACING AND TIE-DOWN DETAILS

TO THE ENGINEERS DETAILS AND AS1684.2

NOTE - : ALL TIMBER TO BE INSTALLED TO

THE MANUFACTURERS SPECIFICATIONS

Existing

BedExisting

BedExisting

Bath

Existing

Kitchen

Existing

Living Existing

Porch

Existing

Entry

100 1710 90 6000

PROPOSED

LIVING

100

1100

100

5340

100

6740 APPROX (SITE CONFIRM)

7900

W2 W1

W4 W5

SD1

W3

2/770PROPOSED

L'DRY CUP'D

1800 100 6000

PROPOSED

DECK

B1 OVER

B1 OVER

B1 OVER

SELECTED ALUMINIUM WINDOWS AND DOORS TO THE OWNERS

DETAILS AND MANUFACTURERS SPECIFICATIONS

SELECTED WEATHERBOARDS, SIMILAR TO EXISTING

DWELLING, FIXED TO THE MANUFACTURERS

SPECIFICATIONS. BLEND AND STAGGER AS REQUIRED TO

CONCEAL LINE OF NEW ADDITIONS

DEMOLISH WALLS, ROOF, FLOOR AND FOOTINGS AS REQUIRED

FOR PROPOSED SCOPE OF WORKS SHOWN ON PLANS

90 x 45 F7 STUD WALLS. WALL FRAMING, BRACING AND TIE-DOWNS TO

THE WALL MANUFACTURERS SPECIFICATIONS AND AS1684

DP

DP

SELECTED KILN DRIED TREATED PINE OR

HARDWOOD DECKING

1800

REMOVE EXISTING WINDOW AS REQUIRED FOR

PROPOSED SERVERY OPENING AS SHOWN

Beams To Engineers detailsB1

Member Description SizeMember Schedule

Plan Vision Australia12A Whitehaven Drive, Lakelands

W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

MWG

Ar01

Additions & Alterations

1 : 100

1

Ground Floor

NORTH

SURVEY NOTE :

Boundary dimensions are assumed only and takenfrom site information, others or owners information.Confirm boundaries before commencement ofconstruction.

Full project specific detailed survey plans havenot been supplied to Plan Vision for planningpurposes. See schedule of specifications fordetails.

ASSUMED W33N WIND SPEED

ASSUMED CLASS 'M'

BUILDERS NOTE:-

* Materials are under no circumstances to beordered direct off Additions Plans. * Materials tobe ordered are only to be ordered from a Buildersor applicable product manufacturers seperate siteconfirmed Materials list. * Additions plans are notintended to be the absolute medium forconstruction information accuracy due to existingbuildings discrepencies and existing buildingshidden characteristics. See schedule ofspecifications for further details.

BUILDERS NOTE

:

Use Dimensions in preference to scale. Site verifyall dimensions before ordering Materials. Footingsinformation shown on these plans may have to bechanged if Builders site excavations reveal non-virgin ground. Consultation of Plan Vision AustraliaPty Ltd would then be necessary to determine therequired changes.

Builder to inspect adequacy of existing footings& piers for proposed scope of works. Replaceexisting footings & sub floor members asnecessary

Revision Schedule

Date DescriptionIssued

by

Door Schedule

Level Mark Width Height Type

Ground Floor SD1 1847 2121 ASD

Window Schedule

Level Mark

Widt

h Height Type

Ground Floor W5 1791 590 ASW


Ground Floor W3 843 2042 ASW+FIXED



12720

Ground Floor FCL

12720

Ground Floor FCL

10000

Ground Floor

10000

Ground Floor

2720

2720

PROPOSED GROUNDLINE

SD1 W3

ROOF PITCH TO

MATCH EXISTING

EXISTING GROUNDLINE



230 x 230 BRICKWORK PIERS. SEE

FOOTINGS PLAN AND DETAILS

SELECTED CONCRETE ROOF TILES TO OWNERS DETAILS

AND FIXED TO THE MANUFACTURERS SPECIFICATIONS




HARDWOOD DECKING






HARDWOOD POSTS TO THE OWNERS DETAILS

ROOF TRUSSES OVER. ROOF TRUSSES, ROOF BRACING AND TIE DOWNS

TO THE MANUFACTURERS SPECIFICATIONS AND AS1684



CUT AS REQUIRED FOR MINIMUM 250 SUB-FLOOR

CLEARANCE TO BCA REQUIREMENTS

SELECTED WEATHERBOARDS, SIMILAR TO EXISTING DWELLING, FIXED

TO THE MANUFACTURERS SPECIFICATIONS

DPDP

MATCH EXISTING

EAVES TO

12720

Ground Floor FCL

12720

Ground Floor FCL

10000

Ground Floor

10000

Ground Floor

2720

2720

ROOF PITCH TO

MATCH EXISTING

PROPOSED GROUNDLINE

EXISTING GROUNDLINE












TO THE MANUFACTURERS SPECIFICATIONS. BLEND AND STAGGER AS

REQUIRED TO CONCEAL LINE OF NEW ADDITIONS



DP

W1 W2

EXTENT OF EXISTING ROOFLINE

EAVES TO

MATCH EXISTING


HARDWOOD DECKING






HARDWOOD POSTS TO THE OWNERS DETAILS



EXISTING DWELLING


W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

MWG

Ar02


1 : 100

1

West Elevation

1 : 100

2

North Elevation

SURVEY NOTE :




ASSUMED CLASS 'M'

BUILDERS NOTE:-


BUILDERS NOTE

:



Revision Schedule


by

12720

Ground Floor FCL

12720

Ground Floor FCL

10000

Ground Floor

10000

Ground Floor

2720

2720

EXISTING GROUNDLINE

ROOF PITCH TO

MATCH EXISTING










TO THE MANUFACTURERS SPECIFICATIONS. BLEND AND STAGGER AS

REQUIRED TO CONCEAL LINE OF NEW ADDITIONS








DP

MATCH EXISTING

EAVES TO

W4 W5EXISTING

DWELLING


THE WALL MANUFACTURERS SPECIFICATIONS AND AS1684DEMOLISH WALLS, ROOF, FLOOR AND FOOTINGS AS REQUIRED

FOR PROPOSED SCOPE OF WORKS SHOWN ON PLANS


W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

MWG

Ar03


1 : 100

2

South Elevation

SURVEY NOTE :




ASSUMED CLASS 'M'

BUILDERS NOTE:-


BUILDERS NOTE

:



Revision Schedule


by

12720

Ground Floor FCL

12720

Ground Floor FCL

10000

Ground Floor

10000

Ground Floor

2720

2720PROPOSED

LIVING

ROOF PITCH TO

MATCH EXISTING

EXISTING GROUNDLINE








DETAILS AND MANUFACTURERS SPECIFICATIONSMATCH EXISTING

EAVES TO

90 x 45 F7 STUD WALLS. WALL FRAMING,

BRACING AND TIE-DOWNS TO THE WALL

MANUFACTURERS SPECIFICATIONS AND AS1684 PROPOSED GROUNDLINE



W3 SD1

12720

Ground Floor FCL

12720

Ground Floor FCL

10000

Ground Floor

10000

Ground Floor

2720

2720

PROPOSED LIVING

PROPOSED

DECK EXISTING KITCHENEXISTING

LIVING

EXISTING

BED

EXISTING GROUNDLINE

ROOF PITCH TO

MATCH EXISTING




FOOTINGS PLAN AND DETAILSSELECTED ALUMINIUM WINDOWS AND DOORS TO THE OWNERS











W2 W1

PROPOSED GROUNDLINE

MATCH EXISTING

EAVES TO


W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

MWG

Ar04


1 : 100

1

Section 1

1 : 100

2

Section 2

SURVEY NOTE :Boundary dimensions are assumed only and takenfrom site information, others or owners information.Confirm boundaries before commencement ofconstruction.



ASSUMED CLASS 'M'

BUILDERS NOTE:-


BUILDERS NOTE

:



Revision Schedule


by

UP

PF1 PF2PF3

BR1

LB1

LB2BR2

PF2 PF2

PF2 PF2 PF2

PF2 PF2 PF2

PF2 PF2 PF2

PF2 PF2 PF2

PF1

PF1

PF1PF1

PF1 PF2BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR2

BR2

BR2

LB2

LB2

LB2

FJ1

FJ1

FJ1

FJ2 EXISTING DWELLING SUB-FLOOR. OTHERS TO

CONFIRM ADEQUACY OF EXISTING FOOTINGS,

PIERS AND SUB-FLOOR MEMBERS FOR PROPOSED

SCOPE OF WORKS SHOWN ON PLANS. UPGRADE

AS REQUIRED TO AS1684.2 & AS2870.1

500 x 500 x 400 MASS CONCRETE FOOTINGS

FOUNDED 500 DEEP (SEE DETAIL)

LB1

LB1

LB1

PF3

PF3

PF3

PF3

PF3

Bearer

Ledger Bearer

Floor Joist

Bearer

Ledger Bearer

Floor Joist

To Engineers details






BR1

LB1

FJ1

BR2

LB2

FJ2

Member Description SizeMember Schedule

90 x 90 H4 kiln dried treated pine or

100 x 100 hardwood post

25MPa concrete

500

400 500

Mass concrete pier to be founded

in firm natural material

Run of timber floor shown indicative only

Ant capping200

500

400

250 min

Mass concrete pad

Note:

All white ant protection to be strictly within the guidelines

of AS3600 and qualified licenced pest control consultant

Run of timber floor shown indicative only

Ant capping

Mass concrete pad

Stud wall over

400

500

200

250 min


W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3As indicated

MWG

Ar05


Revision Schedule


by

1 : 100

1

Footings Plan

SURVEY NOTE :




ASSUMED CLASS 'M'

BUILDERS NOTE:-


BUILDERS NOTE

:



PF1 PAD FOOTING DETAIL

1:20


1:20


1:20

NORTH


W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 1

MWG

Ar06


Revision Schedule


by

SURVEY NOTE :




ASSUMED CLASS 'M'

BUILDERS NOTE:-


BUILDERS NOTE

:



1 : 1

1

3D View 1

1 : 1

2

3D View 2

DN

LOT 20

SECTION E

DP 1570

N E I L S O N S T R E E T

APPRO

XIMATE LOCA

TION OF

EXISTING SEW

ER MAIN

BOUNDARY

BOUNDARY

BOUNDARY

BOUNDARY

EXISTING

DWELLING

PROPOSED

ADDITIONS

PROPOSED DRAINAGE LINES TO STREETKERBAS EXISTING

1200 APPROX

AS EXISTING

2170 APPROX

EXISTING SHED

Sediment Control Notes

Sediment Fence

Geotextile filter fabric

200mm

N.T.S

Direction of flow

500m

m

Timber posts driven

300mm into ground

Undisturbed ground

3.00m max.

Disturbed ground

1. All erosion and sedimentation control measures, including revegetation

and storage of soil and topsoil, shall be implemented to the standards of

the soil conservation of nsw.

2. All drainage works shall be constructed and stabilised as early as possible.

3. Sediment traps shall be constructed around all inlet pits, consisting of

300mm wide x 300mm deep trench.

4. All sediment basins and traps shall be cleaned when the structures are a

60% full of soil materials, including the maintenance period.

5. All disturbed areas shall be revegetated as soon as the relevant works are

completed.

6. Soil and topsoil stockpiles shall be located away from drainage lines and

area where water may concentrate.

7. Filter shall be constructed by stretching a filter fabric (propex or

approved equivalent) between post at 3.0m centres. fabric shall be buried

150mm along its lower edge.


W/ (02) 4954 2422 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3As indicated

MWG

Ar07


Revision Schedule


by

1 : 200

1

Site Plan

SURVEY NOTE :




ASSUMED CLASS 'M'

BUILDERS NOTE:-


BUILDERS NOTE

:



NORTH

Morgan 1111-4140 (2012-01-10) · 12720 Ground Floor FCL 12720 Ground Floor FCL 10000 Ground Floor...

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