Stirling Highway, Nedlands [TP 10.00 ] Top Pillar/Post J/N: DATE: SCALE: DRAWN: [TW 10.00 ] C

SEC Dome OLD 87-89 Guthrie Street, Osborne Park, Western Australia Builder : Content Living the Home Builder Power Pole Telephone: (08) 9446 7361 Facsimile: (08) 9445 2998 AREA T C Phone Pits Email : perth@cottage.com.au Website: www.cottage.com.au CLIENT : Stirling High Pty Ltd W Water Conn. LOT 7 (#52) Stirling Highway, Nedlands [TP 10.00 ] Top Pillar/Post J/N: DATE: SCALE: DRAWN: [TW 10.00 ] C. Top Wall

442726 18 Sep 18 1:200 LEGEND [TR 10.00 ] Top Retaining

Licensed Surveyors c Weightman Diag.70274 [TF 10.00 ] Top Fence PROJECT No. SHEET No. S M01217 01 of 09 Grano / Paving Areas AREA Perimeter SITE PLAN GARAGE 36.64 24.22

DRAWN: ES DATE: OCT 18 E REV # PORCH 1.57 5.02 W SCALE: 1:200 CHK: MH C VARIATION DATE DRAWN 1/SW 21/03/19 ES

2/SW 27/03/19 ES

3/SW 05/04/19 ES PLANS Sewer M/H Sewer Junction N 3,124 15,490 1,500 (8.00) Inv: 7.4 Depth: 0.9 NOTE: UP

Gate Brick Wall CONTRACT CONTRACT 8.27 8.77 9.04 Tree Tree These are the plans referred to in the Building Contract Brick Tree Tree Brick Tree Brick .14 Ø 0.2m Ø 0.6m Light 8 Ø 0.2m Ø 0.2m 0 Ø 0.3m CLIENT: Light Ht 10.0m .63 9. Bollard .00 Ht 5.0m Ht 5.0m8.45 8 Ht 5.0m 9 PEG Bollard 8.23 Ht 5.0m 8.30 06Tree CLIENT: . .22 Tap 13 GONE 81 20.12 Tree 23 . 19T .21 . 9 . 9 9 . BEWARE: 8 .32 .48 .56 8 Rocks & Garden Ø 0.3m 9 9 8 8 8 9.37 Ø 0.3m ] 8.29 9.03 ] 9.44 PEG FOUND NUMB BUILDER: .13 Ht 5.0m Stump

[TF 10.47 ] 9 Ht 5.0m 90

. FOR LOT TO SIDE

75 Tree Debris

. Stump 52 Ø 0.4m DATE: 14 . 90 . Over Conc. 10 9 "

10 0 No further structural changes Brick & Tile 9 Ø 0.4m 0' [TF 11.22]

°0 ° TF

' [

4,000 4,000 © COPYRIGHT Carport Timber & 0 TF 90 PEG " [

24 9.41 .

02 9.39

40 8

. GONE

Pespex FGL 9.15 . FGL 9.15 52 D.P D.P . Stump

6 D.P R35 9 2 9 CLIENT NOTE: ZONING Carport Ø 0.4m GAS HWU ON PROPOSED RETAINING WALL BY 3,124 CONC SLAB 15,490 1,500 T.O.W.

NO OWNER 2,020 DAP 8.26 23 @ 9.55

5 .

204 .

9 51 °1 41 ' 9

13 .

Paling & " . OWNER TO PROVIDE STRUCTURAL

5,350

38 9 9 VACANT

75 .

YES . 15 .

Lattice . ENGINEER'S CERTIFICATION STATING THE 9 STRUCTURE PLAN 8 9 9.39 9 67 22 9.39 TF 11.32 ] WALL HAS BEEN CONSTRUCTED IN . TOP OF EXISTING [ 2,028 . 8

2 FGL ACCORDANCE WITH THE SUPPLIED [TF 155 FENCE @ 10.74 STEP DOWN R'WALL 1044m2 °58 PROPOSED 57 DETAILS AND THAT IT IS SUITABLE TO BLOCK AREA 10 '47 PLUMBER NOTE: . FROM 9.90 TO 9.55 79 . " 9 . 54 SUPPORT ANY PROPOSED LOADS PLACED

8 ] CONDUIT UNDER RESIDENCE 1,500 ON IT PRIOR TO THE BUILDER SLAB FOR D/W GPO FFL 9.25 Fibro Fence (Capped, COMMENCING CONSTRUCTION LEGEND .94 8 223 (RL 9.25) 9.42 Fair Cond.) 2,630 .44 T.O.W. NOTE: NO FORM OF PANEL & POST [TF 10.74 ] 9.0 D.P 9 9.56 TOF - TOP OF FOOTING 40 . @ 9.90 RETAINING IS TO BE USED TO RETAIN

9.05 9.18 D.P

9 01

] HEIGHTS GREATER THAN 900mm AS THIS

TOW - TOP OF WALL Brick/Tile/Galv. . 91 [TR 9.39 ] 9 6,200 . WILL AFFECT THE DESIGN OF THE

4,527 93 9

On Slab 78 .

TBA - TO BE ADVISED . FOUNDATIONS

67 .

FGL 11

8 89

'FFL SUBJECT TO CONFIRMATION 25,690

NOTES: 9.15 . PROPOSED RETAINING WALL (S) 9

OF MINISTERS SEWER JUNCTION TW [ BY OWNER PRIOR TO CONST. TERMITE TREATMENT TO BE CHEMICAL POSITION & LEVELS BEING MADE T AVAILABLE' Conc. Wall (SEPERATE APPLICATION)

TREATMENT IN ACCORDANCE WITH NATIONAL 18 . THE LENGTH OF THE WALLS SHOWN ARE T.O.W. @ 10.20 APPROXIMATE ONLY AND SHOULD BE CONSTRUCTION CODE 2016, PART 3.1.3, PART 10

Fibro Fence (Capped, 67

. CONFIRMED ON SITE BY THE RETAiNING 25

2.1.1 & PART 1.0.7 USING THE TERMICO 8 . Floor WALL CONTRACTOR MANAGEMENT PLAN Fair Cond.) 9 SW 1.5 x 1.2

Brick Ret Wall D.P GAS HWU ON SET-OUT PEGS

29 800

MIN Ground Ground CLIENT NOTE: REPAIRS / REINSTATEMENT TO . CONC SLAB BY LICENSED 9 1 DAMAGED KERBS AND / OR FOOTPATHS [TF 10.92 ] 1,300 SW SURVEYOR WHERE NECESSARY IS THE RESPONSIBILITY 1.5 x 1.2 MIN (4 OFF)

OF THE OWNER 21,642 .39 TOP OF EXISTING 9 D.P ELECTRICIAN NOTE: Floor D.P 2-Storey Brick

CLIENT NOTE: BEWARE OF UNDERGROUND FENCE @ 10.92 ELECTRICIAN TO INSTALL

15 . SUB-METER TO METERBOX First & Tile On Slab SERVICE RUN-INS WHEN DIGGING 9 [TF 11.63 ] GARAGE TO SUIT POWER SUPPLY TO Approx. Top Of FGL REAR DWELLING (REFER TO 3,027 .46 GRANO @ -1c [TF 11.97 ] 9 ADDENDA)

CLIENT NOTE: STORMWATER DISPOSAL (BY L'stone Base 9.73 9

(RL. 9.164) .

. .

OWNER) SHALL BE IN ACCORDANCE WITH THE 18 9

9.48 9.98 .

47 10

44 COMMERCIAL GRADE

COUNCIL APPROVED PLANS & CONDITIONS OF . PORCH [TF 11.06 ] 9.98 10 9 GULLY & GRATE PAVED @ -1c

APPROVAL AND ANY SPECIFIED STRUCTURAL 97 . CONNECTED TO (RL. 9.614) Approx. House ENGINEER'S REQUIREMENTS (REFER TO 9 SOAKWELL COMB. M'BOX F/L 10.24 5 9.98 70 ADDENDA) . . 9 EDGE OF GRANO GAS / ELECT.

D.P 10 Brick & Galv.

99 D.P D.P NOTE: SOME BUILDING MATERIALS WILL BE . 0 Extension D.P .

PLACED IN THE VERGE RESERVE DURING 1300 MIN 43 10 RGB THE COURSE OF CONSTRUCTION 4,027 15,490 FGL 9.15 1,500

#50A/B SOAKWELLS SW .99

93 3,500

63 10.18 .

BY BUILDER . 9

9 9 Brick & Tile 1.2 x 1.2 ] Conc. Wall NOTE: (IF APPLICABLE) PLASTIC GRATES TO (W X H) 17 . 17

On Limestone 77 . 10 .

THE BASE OF THE DOWNPIPES WITH [TF 11.18 ] 10

STORMWATER PIPING TO RUN CLEAR OF [TF 12.03 ] 11

[

9 34

ANY PAVED / CONCRETE AREAS 9 90mm PVC PIPE TURNING BAY .

[TW 11.39 ] 10 (RETIC) UNDER (BY OWNER) CLIENT NOTE: BUILDER RECOMMENDS FOR Galv. DRIVEWAY CLIENT TO CONTACT THE ADJOINING LAND Patio (BY OWNER)

OWNER TO DISCUSS THEIR PROPOSED SITE Wall

9.77 Pile Of Sand & Pillars LEVELS AS RETAINING MAY BE MINIMISED PAVED DRIVEWAY 93 /

. Tree Debris

w 18,215 AND / OR ELIMINATED (BY OWNER) 9 Brick

.15 OWNER TO REMOVE PILE

CLIENT NOTE: REMOVAL AND RE-INSTATEMENT 18,510 10 OF SAND & DEBRIS PRIOR OF FENCING AS NECESSARY BY LAND OWNER/S TO CONSTRUCTION TO BUILDERS SCHEDULE IN ACCORDANCE WITH ROAD WIDENING OWNER TO ORGANISE FOR SETBACK THE BUILDING ACT (2011) OWNER TO LIAISE & 21,556 VACANT BRICK PILLAR & PORTION OF Stump GAIN PERMISSION FROM ADJOINING LAND 22,348

BRICK WALL TO BE REMOVED Ø 0.6m 83

OWNER/S ACCORDINGLY AND GIVE 24 HOURS 83 .

. & RELOCATED CLEAR OF DRIVEWAY

36 9 NOTICE PRIOR TO THE REMOVAL / RE- .

PRIOR TO CONSTRUCTION . 10

INSTATEMENT OF FENCING 94 Stump .

9 31 Conn . 31 Stump -WIND CLASSIFICATION (N1) . Ø 0.4m 10 32 Pillars 91 . / . 101 W Ø 0.3m AS PER AS 4055 Wall 9 gl) 10

w & Brick 19 (top ° 10 Stump 10. 7 43 /Pillars '30 . w .25 Wall Wall Ø 0.4m " 10 NOTE: ALL DOWNPIPES .0 Wall 10 .28 10 Brick [ 10 gl) TW 53 .01 & 52 . CONNECTED TO 10 (top /Pillars . 10 Brick Brick w Tree 61 .21 10 . 03 10 .21 12 SOAKWELLS WITH PVC . Pillar 10 .36 Ø 0.3m Tree 10 PEG 5 Verge Tree

. . 09 [TW 11.75 ] 10 10 STORMWATER PIPE BY 10.12 Ht 3.0m Ø 0.1m Ø 0.70m GONE

Pillar 10 [TP 11.95 ] Grass ] 00 09 " 35 Ht 2.0m Ht 10.0m BUILDER . . .42 . 30 21 10 ' 10

10 52 50 .58 Path 03 ° Footpath . 10

. 47 . . Slabs . 10 10.51

78 .26 10 10 Damaged 10 Hydrant

DISCLAIMER: Conc .14 4,500 Valve 10.39 (Metal) Due to lack of survey marks/pegs, all building offset 10 1,000 min Mount (Metal) .08 10.20 Non- 10.31 dimensions & features are approximate only and T .10 PEG 10 DISCLAIMER: positioned from existing pegs/fences and walls which 10 .08 10.22 10 Bitumen Survey does not include verification of cadastral may not be on the correct alignment and are to be GONE 10.15 Crossover 1,529 boundaries. All features and levels shown are verified when repegged. Any design that involves .07 Nil based on orientation to existing pegs and fences additions to any structures shown or portion of structures 10 -Mount Of Kerb 15,787 only which may not be on correct cadastral alignment. remaining after any demolition has taken place requires Non Base Nail At .00 m Any designs based or dependent on the location of boundaries to be repegged and exact offsets provided Ref 10 Datum existing features should have those features' to your designer/architect before any plans are produced Assumed Highway 4,105 location verified in relation to the true boundary. and before any work is started on site. DISCLAIMER: StirlingBitumen Lot boundaries drawn on survey are DISCLAIMER: SOIL DESCRIPTION based on landgate plan only. Survey does not Survey shows visible features only and will not DISCLAIMER: OWNER TO MODIFYING EXISTING BUILDER TAKES NO RESPONSIBILITY include title search and as such may not show show locations of underground pipes or conduits Sand Trace Organic Material Cottage & Engineering surveys accept no CROSSOVER & KERBING TO SUIT FOR ANY DAMAGE TO EXISTING easements or other interests not shown on plan. for internal or mains services. Verification of responsibility for any physical on site changes to Refer to Survey MAIN ROADS DRIVEWAY POLICY, KERBING & CROSSOVER DURING Title should be checked to verify all lot details the location of all internal and mains services the parcel or portion of the parcel of land shown SECTION 5.1.1 & 5.1.2 PRIOR TO CONSTRUCTION and for any easements or other interests which should be confirmed prior to finalisation of any on this survey including any adjoining neighbours CONSTRUCTION may affect building on the property. design work. Scale 1:200 levels and features that have occurred after the date on this survey. All Sewer details plotted 0 2 4 6 8 from information supplied by Water Corporation. BEWARE: POSSIBLE SERVICE RUN IN & COST 16,490 OVERALL CEILING LINING DOUBLE PLATE CEILING JOIST

1,000 15,490

1,000 990 1,810 1,590 1,810 1,590 1,810 890 610 1,790 1,810 790 CORNICE

SOFFIT LINING 230 3,270 90 3,265 90 3,265 90 1,870 90 3,000 230 SLIDING DOOR

BED 5 BED 4 BED 3 WC2 / BATH 2 BED 2 CHANNEL/ FRAME LINEN/ ROBE N 230 1,500 90 1,680 90 1,500 90 1,675 90 1,675 90 1,500 90 900 90 2,380 90 1,500 230 BWK BEYOND ROBE BED 5 ROBE BED 4 BED 3 ROBE BED 2 ROBE SHOWN DASHED NOTES: 230 1,500 90 9,380 90 3,970 230 SOFFIT CEILING DETAIL COLORBOND ROOF @ 24°43 PITCH WC1 PAINTING NOT TO SCALE NON-COASTAL ZONE 230 3,410 90 2,120 90 4,240 90 930 90 3,970 230 N1 WIND CLASSIFICATION (AS PER ENGINEERS CERTIFICATION L'DRY BATH 1 KITCHEN PTY PAINTING OF INSPECTION) NOTE: 30c HIGH CEILING THROUGHOUT - UNLESS NOTED OTHERWISE 230 2,390 90 930 90 2,120 90 5,260 90 3,970 230 (NOTE: WINDOW HEADS AT 27c, DOUBLE ANGLES & BWK OVER L'DRY LIN BATH 1 KITCHEN PAINTING EXTERNAL FACE BRICK SIZE: ALL DOORS & SLIDING DOORS) 230 10,470 90 3,970 230 290L x 90W x 162H RENDERED BWK TO FRONT ELEVATION - AS INDICATED ON SITTING PAINTING ALL COURSE HEIGHTS SHOWN ELEVATIONS ARE TO STANDARD BRICK COURSING 2c FACE BRICKWORK TO THE REMAINDER OF RESIDENCE 230 1,200 90 9,180 90 1,140 90 2,740 230 SITTING LIN/ CLEANING ROOM EXTERNAL FACE BRICKWORK TO BE IN ONE THIRD BOND COURSING

FIRST COURSE OF BWK ABOVE FOOTING E3 & SLAB TO BE 76mm CORED BRICK C GAS HWU ON WINDOWS SILLS TO BE 2c 7 CONC SLAB E4 HIGH FINISHING SILL BRICKS UNLESS NOTED OTHERWISE 500 13x610 PV D.P 2 D.P

16x1810 16x1810 MIN D.P 16x1810 OBS 16x1810

230 230 230 230 230 230 230

2 R

WC2 2

900 900 720 RAKING WC

BULKHEAD

90 90

2 BED BED

/ BED 2

4 4 BED 5 BED 4 BED 3

5 4 3

3,410 450D S&R @ 1700 AFL, BED BED

4,490 450D S&R @ 1700 AFL, 450D S&R @ 1700 AFL,

4,010

BATH BATH

2,000 2,000

BED BED

4,010 4,010 4,010

BATH BATH

BED BED BED BED

4,890 BATH BATH

5 5 SOFFIT CEIL. SOFFIT CEIL. SHR SOFFIT CEIL. R

450D S&R (REFER TO DETAIL (REFER TO DETAIL (REFER TO DETAIL 720 BED BED @ 1700 AFL, THIS SHEET) THIS SHEET) THIS SHEET)

2 x 27c SLDRS CEIL. @ 27c 90

BWK OVER 2 x FULL HT. SLDRS 2 x FULL HT. SLDRS 2 x FULL HT. SLDRS 90

L L

7,390

930

820 820

820 600

600 820L

ROBE

1,950

90 90 90 90

720L 820R 90 1

930 FV MH

610 610

610

OBS

930 930

WC1 930

90 90 13

RAKING

BULKHEAD 4 x 450D

90 90 90 R

R 900

290 SHELVES,

1810

670

PTY x

720 FR 820 SD CEIL @ 25c

BATH 1 1,810

1,210

L'DRY 820 UBO

1710

DRY

x 90

' L FLUMED

1,810 1,810

1,710 BATH BATH

25 SHR 820

WM CANOPY KITCHEN LIN 510 REC R/HOOD

D.P

90 90

90 PAINTING 1,390

4 x 450D D/W 6,170 290

SHELVES, 6,170 PAINTING

RECESS D.P PAINTING CEIL @ 25c 1

(TILING UNDER) 1

PLUMBER NOTE:

KITCHEN KITCHEN

1810 / /

CONDUIT UNDER SLAB 6,820 x

4 x 450D SHELVES, SOFFIT 1,810

KITCHEN KITCHEN 18

3610 FOR D/W GPO

/ / x CEIL.(REFER TO DETAIL THIS 6,060

3,610 (REFER TO SITE PLAN)

SITTING SHEET) (TILING UNDER) SITTING

4,920 4,920

SITTING SITTING

SITTING 900 90

820

5,620

SITTING

950

90 LIN

WM COMB. ALUMINIUM 600 816

FRENCH DOOR (NO ROOM

2 x FULL HT. SLDRS xSPEC 11 290 GLAZING BARS) &

L 450D S&R

1,450

1,800 1,080 4,309 CLEANING R WINDOW

@ 1700 AFL 1,200

TDF 880 820 820 1,208 710 ROOM 820

820L CLEANING

90 90 90 90

5 792

WC5 700 90

SHR SHR SHR 90

R 24,890

276 790

910

1,190

3 4

OVERALL OVERALL

620

10,910 90

WIR L

1,820 1,820

820

BATH BATH BATH 610 610

WIR BATH 3 BATH 4

2,400 VERTICAL 610

x S 850

OBS ENS

1,600 25,690 25,690

25,690 25,690 720L 720R 1810 13 MELAMINE -

STUDY x

1,810

ENS

1,400

3,000 3,000

SUPPORT 18 F

STUDY

90 90

610 PANEL 4

WC3 WC4 3 900

D.P 900

WC WC 90 90 720L 720R

1,690 2,110 1,000 1,160 90 820L 90

1 GAS HWU ON

1,290 90

820R CONC SLAB 90

1 1810

x BED 1

1,810

3,550 3,550

BED BED 18 BED BED F

1,500

1810 ROOM

- ROOM

x 1,810

8,110 MUSIC ROOM

3,000 3,000

570 930 18 S

MUSIC MUSIC MUSIC ENTERTAINING 7 830 D.P 820R 190 820L

'MB' D.P 90 90 3 x HINGES

820L 1,190

190

90 90 600

930 180° HINGES 930 380 930 1,960 290 1,960 ENTERTAINING 100 290

2nd FACE BWK TO 290

INSIDE OF GARAGE 1810

1,810

2,360 1,540 10,300

GARAGE 10,300

1,800 ENTERTAINING

100 ENTERTAINING 100 CEILING @ 27c OVERALL GRANO @ -1c

90 FORMAL

SITTING SITTING

4,370 SITTING

6,310

1,140

6,210

6,000 6,000

GARAGE

290 290

GARAGE ENTRY 820R

GARAGE GARAGE FORMAL FORMAL

180° HINGES FORMAL

2,300

ENTRY

1,800

6,590 6,590 1,160

A 820 R 3,890 2,360 7 TDF

REMOTE CONTROLLED COMB. M'BOX 1,790 230 SECTIONAL DOOR PORCH GAS / ELECT.

1,200 CEILING @ 27c 1,200 600 EDGE OF GRANO 1,200 EXTENT

PORCH PAVED @ -1c D.P

390 2,000 190 OF RENDER

D.P 25x1810SD

190 190 190 230

D.P 230

800 800 800 D.P 800 EXTENT

RENDER 25x3610SD

800 800 230 230 800 800 OF BRICKLAYER NOTE: RAKE OUT MORTAR JOINT ELECTRICIAN NOTE: E2 15mm TO SUIT HARDIFLEX ELECTRICIAN TO INSTALL LINING (SHOWN DASHED) SUB-METER TO METERBOX E1 TO SUIT POWER SUPPLY TO REAR DWELLING (REFER TO ADDENDA) 230 1,100 90 1,550 90 1,440 90 1,000 90 1,900 90 1,900 90 1,000 90 4,010 230 ENS WC5 WIR WC3 / BATH 3 WC4 / BATH 4 STUDY GENERAL NOTES: MAP REF LATITUDE LONGITUDE REFER TO ENERGY EFFICIENCY SHEETS FOR LIGHT/ VENT 230 2,020 90 2,160 90 6,070 90 4,010 230 REQUIREMENTS 371 - 20/43 31o58'43"2S 115o48'29"8E ENS WIR ENTERTAINING MUSIC ROOM CORNER PLASTER BEADS TO ALL FULL HEIGHT 90 DEGREE INTERNAL VARIATIONS These are the plans referred 1,500 230 4,270 90 6,070 90 4,010 230 WALLS (EXCLUDING WINDOW AND DOOR REVEALS) No. DATE DRAWN to in the Building Contract FORMAL SITTING REMOTE CONTROL SECTIONAL DOOR TO GARAGE (REFER TO BED 1 ENTERTAINING ADDENDA) 1/SW 21/03/19 ES 1,000 500 4,500 90 1,450 90 4,530 90 4,010 230 LIFT OFF HINGES TO BATH & WC DOOR 2/SW 27/03/19 ES CLIENT: ENTRY ENTERTAINING FORMAL SITTING REFER TO ADDENDA FOR BENCHTOP MATERIAL & FINISH 3/SW 05/04/19 ES DOORS LABELLED AS 'MB' TO BE M & B DOORS (REFER TO ADDENDA) CLIENT: 90 5,810 190 1,310 230 4,530 90 4,010 230 GARAGE PORCH ENTERTAINING FORMAL SITTING 215 PLUMBING NOTES: BUILDER: 390 5,310 GARAGE OPENING 390 215 880 690 3,610 690 1,000 1,810 1,290 NO FLUE PIPES TO FRONT ELEVATION ROOF DOWNPIPES TO ROOF SHALL BE AT CENTRES TO ROOF PLUMBERS DATE: DISCRETION 6,090 GARAGE OVERALL 1,310 4,990 4,100 REFER TO ADDENDA FOR MAKE & MODEL OF ALL FIXTURES & FITTINGS No further structural changes COLD PLUMBING ONLY TO DISHWASHER RECESS 16,490 OVERALL GAS HOT WATER UNIT 1 TO SERVICE ENS, KITCHEN 2, BATH 3, BATH 4 & CLEANING ROOM © COPYRIGHT GAS HOT WATER UNIT 2 TO SERVICE LAUNDRY, BATH 1, BATH 2 & KITCHEN 1 HOUSE AREAS CLIENT: PROJECT No. 'M276 - MULTI-GEN' HOUSE AREA 349.77 STIRLING HIGH PTY LTD M01217 ROOF NOTES: GARAGE 39.24 BWK NOTES: FACE BWK TO INSIDE OF GARAGE TO BE 2nd FACE WITH CONCAVE JOINT ROOF TIE DOWN IN ACCORDANCE WITH STRUCTURAL ENGINEERS ACN 055 245 308 ~ R.B - 8867 PORCH 1.57 DIMENSION TO BWK ONLY-PLASTER MARGIN NOT ALLOWED FOR DETAILS 4 Gould Street 390.58 m² ROOF COVER INSTALLED TO MANUFACTURERS SPECIFICATIONS ADDRESS: SHEET No. HOLDING DOWN RODS TO BRICK PIERS WITH BEAM ABOVE Osborne Park W.A. 6017 TOTAL AREA HOLDING DOWN STRAPS TO PIERS WITHOUT BEAM ABOVE TRIPLE GRIP CONNECTORS TO RAFTER-PITCHING BEAMS FLOOR PLAN CONNECTIONS P.O Box 1309 LOT 7 (#52) STIRLING HIGHWAY 02 of 09 HOLDING DOWN STRAPS TO PERIMETER OF HOUSE Osborne Park W.A. 6916 FLASHING REQUIRED TO BWK ABOVE WINDOWS & SLIDING DOORS COLLAR TIES TO UNDERSIDE OF RIDGE PH (08) 6169 0400 NEDLANDS DRAWN: ES DATE: OCT 18 WHERE NO EAVES & MORE THAN 3c BRICKWORK ABOVE WINDOWS & ALL ROOF & CEILING TIMBER TO BE H2 TREATED FAX (08) 9202 5233 PERIMETER 82.36m CITY OF NEDLANDS SCALE: 1:100 CHK: MH SLIDING DOORS WITH AN EAVE SSB PTY LTD RESERVES THE RIGHT TO VARY DIMENSIONS AND MATERIALS FROM THOSE ON DISPLAY. PLEASE CHECK PLANS. SPECIFICATIONS AND ADDENDA CAREFULLY. ALL DIMENSIONS TO TAKE PREFERANCE OVER SCALING. REV # C - COPYRIGHT - THIS PLAN SHALL REMAIN THE SOLE PROPERTY OF THE BUILDER AND MUST NOT BE GIVEN, LENT, RESOLD OR OTHERWISE DISPOSED OF OR COPIED WITHOUT THE PERMISSION IN WRITING OF THE BUILDER H:\Drafting & Design\Jobs\M01217.pln GF Ceiling 2,607 ( 30c+ PLATE) 27c 27c

OBS OBS

LINE

607 ,

2 FACE BWK 1st SOLID LONGREACH SILL

DOOR NGL BOUNDARY BOUNDARY FACE BWK FACE BWK BOUNDARY GF 0 ( 0c)

NGL SOLID LONGREACH SILL SOLID LONGREACH SILL CONTRASTING Elevation 2 RENDER

COMB. ALUMINIUM FRENCH DOOR (NO GLAZING BARS) & WINDOW GF Ceiling 2,607 ( 30c+ PLATE) 27c EXISTING 27c

LINE BRICK WALL

w/ PILLARS COMB. GAS/ELEC LINE ELEC

607 METERBOX

, 2 NGL CONTRASTING GAS

BOUNDARY BOUNDARY 7c RENDER EXTENT OF FACE BWK RENDER FACE BWK NGL BOUNDARY GF 0 ( 0c)

R'WALL SOLID LONGREACH SILL R'WALL R'WALL Elevation 4 T.O.W T.O.W T.O.W @ 10.20 @ 9.90 @ 9.55

NOTES: COLORBOND ROOF @ 24°43 PITCH NON-COASTAL ZONE N1 WIND CLASSIFICATION (AS PER ENGINEERS CERTIFICATION OF INSPECTION) 30c HIGH CEILING THROUGHOUT - UNLESS NOTED OTHERWISE (NOTE: WINDOW HEADS AT 27c, DOUBLE ANGLES & BWK OVER ALL DOORS & SLIDING DOORS) RENDERED BWK TO FRONT ELEVATION - AS INDICATED ON ELEVATIONS 2c FACE BRICKWORK TO THE REMAINDER OF RESIDENCE

GF Ceiling 2,607 ( 30c+ PLATE) 27c NOTE: 27c PELMET EXTERNAL FACE BRICK SIZE:

290L x 90W x 162H LINE

607 ,

ALL COURSE HEIGHTS SHOWN LINE 2 EXTENT OF REMOTE CONTROL ARE TO STANDARD BRICK COURSING NGL RENDER SECTIONAL DOOR 1st EXTERNAL FACE BRICKWORK TO BE RENDER BOUNDARY BOUNDARY DOOR IN ONE THIRD BOND COURSING NGL

GF 0 ( 0c) BOUNDARY FIRST COURSE OF BWK ABOVE FOOTING & SLAB TO BE 76mm CORED BRICK GARAGE GRANO RENDER CONTRASTING R'WALL WINDOWS SILLS TO BE 2c HARDSTAND @ -1c RENDER T.O.W HIGH FINISHING SILL BRICKS Elevation 1 @ 10.20 UNLESS NOTED OTHERWISE

MAP REF LATITUDE LONGITUDE 371 - 20/43 31o58'43"2S 115o48'29"8E VARIATIONS These are the plans referred No. DATE DRAWN to in the Building Contract 1/SW 21/03/19 ES 2/SW 27/03/19 ES CLIENT: 3/SW 05/04/19 ES CLIENT:

BUILDER: GF Ceiling 2,607 ( 30c+ PLATE) 27c 27c DATE: No further structural changes OBS 23c TO

LINE BWK

LINE 2 FACE BWK HOUSE AREAS CLIENT: PROJECT No. BOUNDARY 'M276 - MULTI-GEN' R'WALL HOUSE AREA 349.77 STIRLING HIGH PTY LTD M01217 T.O.W FACE BWK GARAGE 39.24 NGL FACE BWK GF 0 ( 0c) @ 9.90 ACN 055 245 308 ~ R.B - 8867 PORCH 1.57 -1c BOUNDARY 4 Gould Street 390.58 m² ADDRESS: SHEET No. NGL Osborne Park W.A. 6017 TOTAL AREA R'WALL SOLID LONGREACH SILL SOLID SILL BRICK P.O Box 1309 LOT 7 (#52) STIRLING HIGHWAY 03 of 09 ELEVATIONS T.O.W Osborne Park W.A. 6916 @ 9.55 Elevation 3 PH (08) 6169 0400 NEDLANDS DRAWN: ES DATE: OCT 18 FAX (08) 9202 5233 PERIMETER 82.36m CITY OF NEDLANDS SCALE: 1:100 CHK: MH SSB PTY LTD RESERVES THE RIGHT TO VARY DIMENSIONS AND MATERIALS FROM THOSE ON DISPLAY. PLEASE CHECK PLANS. SPECIFICATIONS AND ADDENDA CAREFULLY. ALL DIMENSIONS TO TAKE PREFERANCE OVER SCALING. REV # C - COPYRIGHT - THIS PLAN SHALL REMAIN THE SOLE PROPERTY OF THE BUILDER AND MUST NOT BE GIVEN, LENT, RESOLD OR OTHERWISE DISPOSED OF OR COPIED WITHOUT THE PERMISSION IN WRITING OF THE BUILDER H:\Drafting & Design\Jobs\M01217- Amended FFL 9.25.pln