ANCILLARY ELEVATION 5 - sjshire.wa.gov.au€¦ · ancillary accommodation project ... alfresco area 15.51m ² carport area ... refer to engineer specs 6x180=1080 steps refer to engineer

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Address - LOT 725 SELKIRK ROADSuburb - SERPENTINESHIRE OF SERPENTINE / JARRAHDALE

PROPOSED DWELLING&

ANCILLARYACCOMMODATION

Project Name Project Address

Revision: DJob No. J002501

@A2

Client:

LOUBSER

NOTES

THIS DRAWING MUST BE READ IN CONJUNCTION WITHALL RELEVANT SPECIFICATION, REPORTS, CONTRACTS AND DRAWINGS.

Scale:

Sheet

Date: MAR 2016

Drn by: Chk by:

Drawing:

ANCILLARY FLOOR PLAN

Suite 14, 755 Albany Hwy East Victoria Park WA 6101Tel | +61 8 9355 5484

Web | www.approvalsbydesign.com.au

© COPYRIGHT

720

2440x2170SLIDERS

1372

x181

077

2x12

10 O

BS13

72x1

810

2400x2410 SD

2400x930OP'NG

720

2400

x930

OP'N

G

870

2400 HIGH BI-FOLD

820

TF

720

820

LINEN W.M.PROV

4,400

9,690

14,09

0

3,280 4,430 4,090

11,800

4,400

9,230

13,63

0

1,240

780

3,370 2,910 5,520

1,460

1,060

E-075

E-085

E-055

E-065

PTY

WIR

KITCHEN

ENTRY

RAKINGCEILING

RAKINGCEILING

LIVING / DINING

BED2

GAMESMASTER BED

ALFRESCOTIMBER DECK @-80mm

VERANDAH 2TIMBER DECK @-80

VERANDAH 1TIMBER DECK @-80

ANCILLARY FLOOR AREA 119.93m²STORE AREA 8.75m²VERANDAH 1 AREA 25.99m²VERANDAH 2 & DECK AREA 50.30m²ALFRESCO AREA 15.51m²CARPORT AREA 37.21m²

CARPORT

TIMBER DECK@ -80

TIMBER DECK@ -80

TIMBER DECK@ -80

RAKINGCEILING

RAKINGCEILING

RAKINGCEILING

RAKINGCEILING

CEILING@2575 AFL

CEILING@2575 AFL

CEILING@2575 AFL

CEILING@2575 AFL

CEILING@2800 AFLCEILING

@2800 AFL

CEILING@2800 AFL

CEILING@2800 AFL

CEILING @2800 AFL

RAKINGCEILING

RAKINGCEILING

1286

x970

OBS

820 TF

820

720

620

2x820TF

1st

820

FLUMEDR/HOOD T

L'DRY

ENSBATH

RETAINING WALLREFER TO ENGINEER

SPECS

6x180=1080 STEPSREFER TO

ENGINEER SPECS

C.L. 2560 ABOVE CARPORT FLOORF.L. 1000mm

EXPOSED TIMBERPERIMETER BEAM

125x125TIMBER POST

1050 HIGH BALUSTRADEAS SELECTED TOENGINEER SPECS

RETAINING WALLREFER TO ENGINEER

SPECS

TIMBER STAIRSREFER TO

ENGINEER SPECS

TIMBER STEPSREFER TO

ENGINEER SPECS

STORE

3.22m x 3.50m3.00m x 3.19m

2.88m x 3.19m

8.61m x 4.25m

3.50m x 4.43m

5.25m x 4.68m5.25m x 4.74m

6.10m x 6.10m

SHELVING

SHELF & RAIL

SHELF & RAIL

bath

& sh

r

125x125TIMBER POST

125x125TIMBER POST

125x125TIMBER POST

EXPOSED TIMBERPERIMETER BEAM

EXPOSED TIMBERPERIMETER BEAM

1050 HIGH BALUSTRADEAS SELECTED TOENGINEER SPECS

1.50m x 5.34m

2400 2400 2400

2560

2400

2650

2,800

3,340

25062

4

F.L. 00c

C.L. 2800 + PLATE

GROUND LEVEL

SHEET METAL ROOF@20°49'

CEDAR BOARDCLADDING

GROUND LEVEL

2560

3274

TIMBER STAIRSREFER TO

ENGINEER SPECS

1050 HIGH BALUSTRADEAS SELECTED TOENGINEER SPECS

TIMBER FRAMED FLOOR CONSTRUCTIONTO BE IN ACCORDANCE WITH A.S. 1884

REFER TO ENGINEER DETAILS FORSUB FLOOR MEMBER SIZES & POSITION

125x125TIMBER POST

BI-FOLD DOOR BELOW 2400 AFL

2650 AFL

3274 AFL

EXPOSED TIMBERPERIMETER BEAM

2400

2560

1028

2400

1627

3480 3590

1028 2,800

1,000

2,560

F.L. 00c

C.L. 2800 + PLATE

SHEET METAL ROOF@20°49'

CEDAR BOARDCLADDING

OBSCUREDGLAZING

GROUND LEVEL

NATURAL GROUND LEVEL

GROUND LEVEL

TIMBERDECK@ -80

F.L. 00mm

CARPORT F.L.

CARPORT C.L.

min 150mm SUBFLOORVENTILATION AS PER

NCC 2014 VOLUME 2 PART 3.4.1.

SHEET METAL ROOF@20°49'

NATURAL GROUND LEVEL

1050 HIGH BALUSTRADEAS SELECTED TOENGINEER SPECS

125x125TIMBER POST

TIMBER STAIRSREFER TO

ENGINEER SPECS

EXPOSED TIMBERPERIMETER BEAM

6x180=1080 STEPSREFER TO

ENGINEER SPECS

RETAINING WALLREFER TO

ENGINEER SPECS TIMBER FRAMED FLOOR CONSTRUCTIONTO BE IN ACCORDANCE WITH A.S. 1884

REFER TO ENGINEER DETAILS FORSUB FLOOR MEMBER SIZES & POSITION

2400

2560

0

2143 2400

2560

2400

1114

3480 3590

2,800

1,000

2,560

F.L. 00c

C.L. 2800 + PLATE

NATURAL GROUND LEVEL

SHEET METAL ROOF@20°49'

CEDAR BOARDCLADDING

OBSCUREDGLAZING

GROUND LEVEL

NATURAL GROUND LEVEL

TIMBERDECK@ -80

F.L. 00mm

CARPORT F.L.

min 150mm SUBFLOORVENTILATION AS PER

NCC 2014 VOLUME 2 PART 3.4.1.

CARPORT C.L.

SHEET METAL ROOF@20°49'

GROUND LEVEL

1050 HIGH BALUSTRADEAS SELECTED TO

ENGINEER SPECS

125x125TIMBER POST

EXPOSED TIMBERPERIMETER BEAM

6x180=1080 STEPSREFER TOENGINEER SPECS

RETAINING WALLREFER TOENGINEER SPECS

TIMBER FRAMED FLOOR CONSTRUCTIONTO BE IN ACCORDANCE WITH A.S. 1884

REFER TO ENGINEER DETAILS FORSUB FLOOR MEMBER SIZES & POSITION

2400

2560

2143

02,8

00

3,332

F.L. 00c

C.L. 2800 + PLATE

GROUND LEVEL

SHEET METAL ROOF@20°49'

CEDAR BOARDCLADDING

CEDAR BOARDCLADDING

BARGE & CAPPINGCEDAR BOARD INFILL

min 150mm SUBFLOORVENTILATION AS PER

NCC 2014 VOLUME 2 PART 3.4.1.

TIMBERDECK@ -80

125x125TIMBER POST

EXPOSED TIMBERPERIMETER BEAM

TIMBER FRAMED FLOOR CONSTRUCTIONTO BE IN ACCORDANCE WITH A.S. 1884

REFER TO ENGINEER DETAILS FORSUB FLOOR MEMBER SIZES & POSITION

1:100

BC 2 of 4

1. ANCILLARY FLOORPLAN1:100

E-05 ANCILLARY ELEVATION 51:100

E-06 ANCILLARY ELEVATION 61:100

E-08ANCILLARY ELEVATION 81:100

E-07ANCILLARY ELEVATION 71:100

OCM084.2.07.17

Address - LOT 725 SELKIRK ROADSuburb - SERPENTINESHIRE OF SERPENTINE / JARRAHDALE

PROPOSED DWELLING&

ANCILLARYACCOMMODATION

Project Name Project Address

Revision: DJob No. J002501

@A2

Client:

LOUBSER

NOTES

THIS DRAWING MUST BE READ IN CONJUNCTION WITHALL RELEVANT SPECIFICATION, REPORTS, CONTRACTS AND DRAWINGS.

Scale:

Sheet

Date: MAR 2016

Drn by: Chk by:

Drawing:

ELEVATIONS

Suite 14, 755 Albany Hwy East Victoria Park WA 6101Tel | +61 8 9355 5484

Web | www.approvalsbydesign.com.au

© COPYRIGHT

2400 2400 2350

857 856

2350 2450

0 0

2400 2450

2,800

F.L. 00mm

C.L. 2800mm

GROUND LEVEL

SHEET METAL ROOF@8° PITCH

CEDAR BOARDCLADDING

CEDAR BOARDCLADDING

SHEET METAL ROOF@8° PITCH

SHEET METAL ROOF@8° PITCH

SHEET METAL ROOF@3° PITCH TO VERANDAH

2350 2450

2143

0

2400

857

2400

900

2400

0

2400

857

2350 2450

2,800

F.L. 00mm

C.L. 2800mm

GROUND LEVEL

SHEET METAL ROOF@8° PITCH

CEDAR BOARDCLADDING

SHEET METAL ROOF@8° PITCH

CEDAR BOARDCLADDING

OBSCUREDGLAZING

STRUCTURAL COLUMNTO ENGINEER SPECS

STRUCTURAL COLUMNTO ENGINEER SPECS

SHEET METAL ROOF@3° PITCH TO VERANDAH

3124

3724

1050 HIGH BALUSTRADEAS SELECTED TOENGINEER SPECS

857

2350 2350 2450

2400

1800 1714

2450

2143

0

2900

3500

2900

3500

2,800

F.L. 00mm

C.L. 2800mm

GROUND LEVEL

SHEET METAL ROOF@8° PITCH

CEDAR BOARDCLADDING

CEDAR BOARDCLADDING

OBSCUREDGLAZING

NATURAL GROUND LEVEL

SHEET METAL ROOF@8° PITCH

CEDAR BOARDCLADDING

NATURAL GROUND LEVEL

GROUND LEVEL

min 150mm SUBFLOORVENTILATION AS PER

NCC 2014 VOLUME 2 PART 3.4.1.

SHEET METAL ROOF@20° PITCHSHEET METAL ROOF

@3° PITCH TO VERANDAH

1050 HIGH BALUSTRADEAS SELECTED TO

ENGINEER SPECS

6x180=1080 STEPSREFER TO

ENGINEER SPECS

RETAINING WALLREFER TO

ENGINEER SPECS

TIMBER FRAMED FLOOR CONSTRUCTIONTO BE IN ACCORDANCE WITH A.S. 1884

REFER TO ENGINEER DETAILS FORSUB FLOOR MEMBER SIZES & POSITION

2350 2450

2400

2560

2400

857

2400

686

2900 3500

857

2900 3500

2,800

F.L. 00mm

C.L. 2800mm

SHEET METAL ROOF@8° PITCH

CEDAR BOARDCLADDING

CEDAR BOARDCLADDING

OBSCUREDGLAZING

NATURAL GROUND LEVEL

NATURAL GROUND LEVEL

GROUND LEVEL

min 150mm SUBFLOORVENTILATION AS PER

NCC 2014 VOLUME 2 PART 3.4.1.

SHEET METAL ROOF@20° PITCH SHEET METAL ROOF

@3° PITCH TO VERANDAH

6x180=1080 STEPSREFER TO

ENGINEER SPECS

RETAINING WALLREFER TO

ENGINEER SPECS TIMBER FRAMED FLOOR CONSTRUCTIONTO BE IN ACCORDANCE WITH A.S. 1884

REFER TO ENGINEER DETAILS FORSUB FLOOR MEMBER SIZES & POSITION

1:100

BC 4 of 4

E-01 ELEVATION 11:100

E-03 ELEVATION 31:100

E-02 ELEVATION 21:100

E-04 ELEVATION 41:100

OCM084.2.07.17

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