4
'1' CONTRACT & SVO 1 & SVO 2 AP SP 18.07.19 '2' DRAFTING AMEND. (T.CROOK) SP SP 26.07.19 '3' '4' '5' '6' '7' '8' '9' THIS IS ONE OF THE DRAWINGS REFERRED TO IN THE CONTRACT : OWNER ................................DATE............................... OWNER ...............................DATE................................ BUILDER ...............................DATE................................ BUILDERS REGISTRATION N° 12049 16 FROBISHER STREET, OSBORNE PARK WA 6017 Phone (08) 9208 1111 Fax (08) 9208 1122 Copyright 2006 DATE: 26/07/2019 SCALE: 1:200 JOB N°: REVISION N°: VARIATIONS: 02 © SHEET N°: of 14 1905021M SITE PLAN 2 REV: DESCRIPTION: CHK: DATE: THE ANSWER Ref: STANDARD UPDATE = 150410 DD INT: INT. D.P INT. D.P INT. D.P INT. D.P INT. D.P PORCH PAVED @ -1c 5 7,490 5 5 7,523 5 3,420 12,990 13,590 4,123 12,990 13,590 7,900 6,900 100 110 1,000 1,800 5 5 5 7,495 7,500 1,010 1,305 900 2,861 14,995 15,520 2,420 DOUBLE GARAGE GRANO @ -1c PROPOSED RESIDENCE FFL 10.205 SPL 10.120 1000L x 500W x 50H CONCRETE SLAB REVERSE CYCLE A/C UNIT PLUMBING & ELEC PRELAYS DW TAP (Scaled from StreetSmart Directory Only - Confirm With Shire) EARTHWORKS / SET-OUT DIMENSIONS MAY VARY ON SITE AT BUILDERS DISCRETION. SEWER / DRAINAGE MAY VARY FROM SCHEMATIC PRESENTATION / CHECK MINIMUM CLEARANCES. RETAINING NOT INCLUDED IN CONTRACT - REMAINS OWNERS RESPONSIBILITY. THIS SURVEY DOES NOT GUARANTEE THE LOCATION OF BOUNDARY PEGS OR FENCES. CHECK TITLE FOR EASEMENTS / COVENANTS ETC. NOTE : J/No: Date: Drawn: CLIENT : MAP REF. CONTRACT / JOB NO. Loc.Auth. SITE SURVEY Suburb Volume Location Folio COASTAL c Licensed Surveyors 87-89 Guthrie Street, Osborne Park, Western Australia Telephone: (08) 9446 7361 Facsimile: (08) 9445 2998 Email : [email protected] Website: www.cottage.com.au 0.000 m LOT MISCLOSE Road Gas Elec. Kerb Phone Water Drainage Footpath Sewer Comms. T C Lot boundaries drawn on survey are based on landgate plan only. Survey does not include title search and as such may not show easements or other interests not shown on plan. Title should be checked to verify all lot details and for any easements or other interests which may affect building on the property. Survey does not include verification of cadastral boundaries. All features and levels shown are based on orientation to existing pegs and fences only which may not be on correct cadastral alignment. Any designs based or dependent on the location of existing features should have those features' location verified in relation to the true boundary. Survey shows visible features only and will not show locations of underground pipes or conduits for internal or mains services. Verification of the location of all internal and mains services should be confirmed prior to finalisation of any design work. Cottage & Engineering surveys accept no responsibility for any physical on site changes to the parcel or portion of the parcel of land shown on this survey including any adjoining neighbours levels and features that have occurred after the date on this survey. All Sewer details plotted from information supplied by Water Corporation. DISCLAIMER: DISCLAIMER: DISCLAIMER: DISCLAIMER: RESTRICTIVE COVENANT. REFER TO SEC 136D T.L.A. SEE DOCUMENT N 670739 NOTE: SEC Dome Power Pole Phone Pits LEGEND T C TP 10.00 TW TR TF [ [ [ [ 10.00 10.00 10.00 ] ] ] ] Top Pillar/Post Top Wall Top Retaining Top Fence W Water Conn. Reflection Boulevard Bitumen Johnson & Swann LOT 534 LOT 534 1905021M SSA AREA D.Plan 65147 Latitude: 31°38'03"2S Longitude 115°41'02"5E #90 Reflection Boulevard Jindalee CITY OF WANNEROO 158-04/39 Check Title 2935 700 CAT 1 Bitumen Flush / Semi-Mount Good Check Your Lot With Alinta Call 13 13 58 Yes Yes Concrete U/Ground Yes Scale 1:200 0 2 4 6 8 Scale 1:200 454822 F.Croasdale 12 Jun 19 W S E N SOIL DESCRIPTION Sand / L/Stone(Poss) Light Grass Cover COVENANT. *NO ACCESS* REFER TO SEC 136D T.L.A. SEE DOCUMENT DP 65147 NOTE: 30 95°21'5" 7.533 84°38'55" 30.703 90°0'0" 7.5 90°0'0" 8.69 8.84 8.72 8.71 8.83 8.84 8.98 8.71 8.61 8.65 8.55 8.51 8.60 8 .64 8 .65 8.68 8.72 8 .84 8.90 9.00 8.93 8.92 8.97 9.00 9.00 9.05 9.17 9.17 10.27 10.18 10.27 11.49 11.92 12.22 10.09 10.06 10.18 10.27 10.28 10.28 10.27 11.46 10.24 10.21 10.12 10.00 10.18 10.21 10.21 10.00 10.12 10.16 10.12 10.11 10.04 10.06 9.93 12.22 10.02 Ref Nail At Base Of Kerb Assumed Datum 10.00 m Tonna Lane Bitumen Sand Pile 9.93 10.00 TF [ ] Garage Approx. F/L 10.01 Sewer I.O. 10.00 10.00 10.00 Traffic Island TW [ ] (top&gl) TR [ ] Verge Tree Ø 0.15m Ht 3.0m Steps Steps Porch U.M.R Balcony U.M.R First Floor Ground Floor Approx. F/L 10.09 on Sil at Window Patio U.M.R Door Gate Paved DUG TO LEVEL 9.79 ON LOT (SAND ONLY) Paved Garden Bed Bitumen Carbays Paved Carbays Semi -Mount Semi -Mount Flush Flush Semi -Mount Cycle Lane Concrete Footpath Step T TF [ ] TF [ ] (top&gl) TP [ ] Conn. W Gas Conn. Gate Pipe Limestone Wall Limestone Ret. Wall W/Capping & Bar Fence DRILL HOLE ON WALL OFFSET DRILL HOLE ON PILLAR OFFSET DRILL HOLE IN KERB FND OFFSET DRILL HOLE IN KERB FND OFFSET VACANT 2-Storey Brick & Galv. On Slab #88 Conn. in Hatch (Metal) W Sewer M/H Approx. 40m (8.89) >>> >>> Sewer Junction In: 3.1 Up: 1.4 Inv: 7.8 Depth: 0.9 NOTE: UP TR [ ] Top Of Steps 10.18 Comms Conn. 227.64m² PLAN/DIAGRAM NOT YET APPROVED BY TITLES OFFICE. VERIFY LOT DIMENSIONS & ANGLES WITH TITLE. WARNING : 16 Frobisher Street, Osborne Park WA 6017 Ph: 9208 1111 Fax: 9208 1112 PAVED DRIVEWAY S/BACK S/BACK S/BACK S/BACK S/BACK S/BACK S/BACK TERMITE TREATMENT NOTE: TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3.1.3, PART 2.1.1 & PART 1.0.7 USING THE TERMICO TERMITE MANAGEMENT SYSTEM SITE CLASSIFICATION : A FOOTING DETAIL : D10X WIND CATEGORY : N2 COASTAL CONDITIONS : CAT 1 STANDARD BCA NOTE: - DWELLING TO BE CONSTRUCTED IN ACCORDANCE WITH BCA & A.S. - SMOKE ALARMS INTERCONNECTED & HARDWIRED AS PER AS3786-2014 - STORMWATER AND SURFACE WATER DRAINAGE TO COMPLY WITH CLAUSE 3.1.2.1 BCA VOL 2, 3.1.2.5 BCA VOL 2 AND LOCAL AUTHORITY REQUIREMENTS. STORMWATER NOTE: STORMWATER DISPOSAL VIA SOAKWELL BY BUILDER TO COUNCIL REQUIREMENTS PRELAY NOTE: PLUMBING & ELECTRICAL PRELAYS REQUIRED FOR ISLAND CUPBOARD TO UPPER FLOOR REFER TO FLOOR PLAN DRAINAGE NOTES: 1. Volumes are in cubic metres & Areas in square meters. 2. Volume to be stored based on 0.0122 of m 2 of impervious surface. 3. Down pipes to be located so each tank fills at same rate (i.e.. Roof Area to each tank is proportional to its Volume). 4. Plumber to confirm Run Layout & location of soak wells. Drawings are indicative only. DRAINAGE CALCULATIONS. Impervious Area (Roof) Area A. (Roof Area) = 139.78m 2 . Volume to Store = 01.71m 3 . Impervious Area (Paving) Area B. (Path) = 5.11m 2 Volume to Store = 00.06m 3 . (Storm-water grate to soak well). Run to existing Soakwells TOTAL VOLUME TO DRAIN AREA A + AREA B = 1.77m 3 . NUMBER TANKS REQ'D = (TAKEN FROM TABLE) 1x1500 x 1200 = 2.12m 3 ONE TANKS REQUIRED TOTAL TANK VOLUME = 2.12m 3 . TANK VOLUME. DIAM DEPTH VOL 1800 900 2.29 1200 3.05 1500 3.82 1800 4.58 1500 900 1.59 1200 2.12 1500 2.65 1800 3.18 1200 900 1.02 1200 1.36 1500 1.70 1800 2.03 900 900 0.57 1200 0.76 1500 0.95 1800 1.14 BOUNDARY WALL @ 64c w/ SQUARELINE GUTTER TO BE SETBACK 5mm FROM BOUNDARY BOUNDARY WALL @ 64c w/ SQUARELINE GUTTER TO BE SETBACK 5mm FROM BOUNDARY BOUNDARY WALL @ 28c w/ SQUARELINE GUTTER TO BE SETBACK 110mm FROM BOUNDARY BOUNDARY WALL @ 28c w/ SQUARELINE GUTTER TO BE SETBACK 100mm FROM BOUNDARY 1500 x 1200 SOAKWELL F.G.L. 10.120 F.G.L. 10.120 TBA T.O.F. @ -3c T.O.F. @ -3c STORMWATER PRELAY STORMWATER PRELAY TRAFFICABLE LID TO SEWER IO THIS PROPERTY IS DEEMED TO BE FIRE PRONE IN ACCORDANCE WITH DFES MAP OF BUSHFIRE PRONE AREAS. BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT & CONSTRUCTION METHODS/MATERIAL UPGRADES WILL BE REQUIRED. 90mm PVC PRELAY PIPE FOR RETIC GARAGE EXTERNAL WALL FOOTINGS @ -3c S/BACK S/BACK S/BACK TO RET. S/BACK FIRST FLOOR OVER SHOWN DASHED BALCONY OVER SHOWN DASHED COMB. M'BOX S/BACK TO BALCONY D.P D.P D.P D.P D.P 2,120 3,420 INSTANT GAS HWU D.P D.P 8,554

Johnson & Swann N...TERMITE TREATMENT NOTE : TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3 . 1 . 3 , PART 2 . 1 . 1 & PART 1 …

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Page 1: Johnson & Swann N...TERMITE TREATMENT NOTE : TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3 . 1 . 3 , PART 2 . 1 . 1 & PART 1 …

'1' CONTRACT & SVO 1 & SVO 2 AP SP 18.07.19'2' DRAFTING AMEND. (T.CROOK) SP SP 26.07.19 '3' '4' '5' '6' '7' '8''9'

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :

OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................

BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122

Copyright 2006

DATE: 26/07/2019SCALE: 1:200

JOB N°:REVISION N°:

VARIATIONS:

02

©

SHEET N°: of 14

1905021M

SITE PLAN

2

REV: DESCRIPTION: CHK: DATE: THE ANSWERRef:

STAN

DARD

UPD

ATE

= 15

0410

DD

INT:

6/10/2019 myWorld Esinet

https://esinet-mw.watercorporation.com.au/myworld/esinet.html?ll=-31.6343964,115.6835588&z=20&layers=hn,ln,p,W,s,lp&basemap=Google&mi… 1/1

454822

© Copyright 2005 Water Corporation

The Water Corporation has taken due care in the preparation of the data comprised on this map but accepts no responsibility for any inaccuracy of facility, cadastral or

other information provided nor inappropriate use of this information. The user is reminded that under no circumstances can the information herewith displayed be

copied, altered, modified or otherwise published in any form including the Internet without express permission of the Water Corporation. The Water Corporation should

be advised of any intention to carry out any physical activities within proximity to facilities displayed on this map. If any inaccuracies are found with this information

Map data ©2019

10 m30 ft

Map data ©2019 Google

INT. D.P

INT. D.P

INT. D.P

INT. D.P

INT. D.P

PORCHPAVED @ -1c

5 7,490 5

57,5235

3,420

12,99

013

,590

4,123

12,99

013

,590

7,9006,9

00

100110

1,000

1,800

55

5 7,495

7,500

1,010

1,305

900 2,861

14,995

15,52

0

2,420

DOUBLEGARAGEGRANO @ -1c

PROPOSEDRESIDENCE

FFL 10.205SPL 10.120

1000L x 500W x 50HCONCRETE SLABREVERSE CYCLEA/C UNIT

PLUMBING& ELECPRELAYS

DW T

AP

(Scaled from StreetSmart DirectoryOnly - Confirm With Shire)

EART

HWOR

KS / S

ET-O

UT D

IMEN

SION

S MA

Y VA

RY O

N SI

TE A

T BU

ILDER

S DI

SCRE

TION

. S

EWER

/ DRA

INAG

E MA

Y VA

RY F

ROM

SCHE

MATI

C PR

ESEN

TATI

ON / C

HECK

MIN

IMUM

CLE

ARAN

CES.

RET

AINI

NGNO

T IN

CLUD

ED IN

CON

TRAC

T - R

EMAI

NS O

WNE

RS R

ESPO

NSIB

ILITY

. T

HIS

SURV

EY D

OES

NOT

GUAR

ANTE

E TH

E LO

CATI

ON O

F BO

UNDA

RY P

EGS

OR F

ENCE

S.

CHE

CK T

ITLE

FOR

EAS

EMEN

TS / C

OVEN

ANTS

ETC

.NO

TE :

J/No:Date: Drawn:

CLIENT :

MAP REF.

CONTRACT / JOB NO.

Loc.Auth.

SITE SURVEY

Suburb

VolumeLocation

Folio

COASTAL

cLicensed Surveyors

87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998

Email : [email protected] Website: www.cottage.com.au

0.000 mLOT MISCLOSE

RoadGas

Elec.

KerbPhone

Water

DrainageFootpath

Sewer

Comms.TC

Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.

Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.

Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.

Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

RESTRICTIVE COVENANT.REFER TO SEC 136D T.L.A.SEE DOCUMENT N 670739

NOTE:

SEC DomePower PolePhone Pits

LEGE

ND T C

TP 10.00TWTRTF

[[[[

10.0010.0010.00

]]]]

Top Pillar/PostTop WallTop RetainingTop Fence

W Water Conn.

R e f l e c t i o n B o u l e v a r dBitumen

Johnson & Swann

LOT 534

LOT 534 1905021M

SSAAREA

D.Plan 65147

Latitude: 31°38'03"2S Longitude 115°41'02"5E

#90 Reflection BoulevardJindalee

CITY OF WANNEROO

158-04/39

Check Title2935 700

CAT 1

Bitumen Flush / Semi-Mount Good

Check Your Lot With AlintaCall 13 13 58

YesYes

Concrete

U/Ground

Yes

Scale 1:2000 2 4 6 8Scale 1:200 454822 F.Croasdale12 Jun 19

W

S

E

N

SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover

COVENANT. *NO ACCESS*REFER TO SEC 136D T.L.A.SEE DOCUMENT DP 65147

NOTE:

30

9 5 ° 2 1 '5 "

7.533

8 4° 3

8 '55 "

30.70

3

9 0 ° 0 '0 "

7.5

90°0'0

"

8 .6 98 .8 4

8 .7 28 .7 1

8 .838 .8 48 .9 8

8 .71

8 .6 1

8 .65

8 .5 5 8 .5 1

8 .60

8 .6 48 .6 58 .6

8

8 .7 28 .8 4

8 .90

9 .0 0

8 .93

8 .92

8 .97

9 .009 .009 .0 5

9.17

9 .1 7

10.2

7

1 0 .1 8

10.2

7

11.49

11.9212.22

10.0910.0

6

1 0 .1810 .27

10 .28

10 .281 0 .2 7

11.4

6

1 0 .2 4

10 .21

10 .1210

.00

1 0 .18

10 .2110 .21

10.0

010

.12

1 0 .16

10.1210.11 10.04

10 .06

9.93

12.2

2

10.02

Ref Nail At Base Of KerbAssumed Datum 10.00 m

Tonna LaneBitumen

SandPile

9.93

10.0

0TF [

]

GarageApprox.

F/L 10.01

Sewe

r I.O

.

10.0

010

.00

10.0

0

Traffic Island

TW []

(top&gl)

TR []

Verge TreeØ 0.15mHt 3.0m

StepsSteps

PorchU.M.R

BalconyU.M.R

First

Floor

Grou

nd F

loor

Approx.F/L 10.09 onSil at Window

PatioU.M.R

Door

Gate

Paved

DUG TO LEVEL9.79 ON LOT(SAND ONLY)

Pave

d

Garden Bed Bitumen Carbays

Paved CarbaysSemi-MountSemi-Mount

Flush

Flush

Semi-Mount

Cycle Lane

ConcreteFootpath

Step T

TF[ ]TF[ ]

(top&gl)

TP[ ]

Conn

.

WGas C

onn.

Gate Pipe

LimestoneWall

LimestoneRet. Wall

W/Capping& Bar Fence

DRILL HOLEON WALLOFFSET

DRILL HOLEON PILLAROFFSET

DRILL HOLEIN KERB FNDOFFSET

DRILL HOLEIN KERB FNDOFFSET

VACANT

2-Storey Brick &Galv. On Slab #88

Conn.in Hatch(Metal)

W

Sewer M

/H

Approx.

40m

(8.89)>>> >>>

Sewer JunctionIn: 3.1 Up: 1.4Inv: 7.8 Depth: 0.9NOTE: UP

TR []

Top OfSteps10.18 Co

mms C

onn.

227.64m²

PLAN/DIAGRAM NOT YET APPROVEDBY TITLES OFFICE. VERIFY LOTDIMENSIONS & ANGLES WITH TITLE.

WARNING :

16 Frobisher Street, Osborne Park WA 6017Ph: 9208 1111 Fax: 9208 1112

PAVEDDRIVEWAYS/

BACK

S/BA

CK

S/BACKS/BACK

S/BACKS/BACK

S/BACK

TERMITE TREATMENT NOTE: TERMITE TREATMENTWILL BE IN ACCORDANCE WITH THE NATIONAL

CONSTRUCTION CODE 2016 PART 3.1.3, PART 2.1.1 &PART 1.0.7 USING THE TERMICO TERMITE

MANAGEMENT SYSTEM

SITE CLASSIFICATION : AFOOTING DETAIL : D10XWIND CATEGORY : N2COASTAL CONDITIONS : CAT 1

STANDARD BCA NOTE:- DWELLING TO BE CONSTRUCTED IN ACCORDANCE

WITH BCA & A.S.- SMOKE ALARMS INTERCONNECTED & HARDWIRED AS

PER AS3786-2014- STORMWATER AND SURFACE WATER DRAINAGE TOCOMPLY WITH CLAUSE 3.1.2.1 BCA VOL 2, 3.1.2.5 BCA

VOL 2 AND LOCAL AUTHORITY REQUIREMENTS.

STORMWATER NOTE:STORMWATER DISPOSAL VIA SOAKWELL BY BUILDER

TO COUNCIL REQUIREMENTS

PRELAY NOTE:PLUMBING & ELECTRICAL PRELAYS REQUIRED FOR

ISLAND CUPBOARD TO UPPER FLOOR REFER TO FLOORPLAN

DRAINAGE NOTES:1. Volumes are in cubic metres &Areas in square meters.2. Volume to be stored based on0.0122 of m2 of impervioussurface.3. Down pipes to be located soeach tank fills at same rate (i.e..Roof Area to each tank isproportional to its Volume).4. Plumber to confirm Run Layout& location of soak wells. Drawingsare indicative only.

DRAINAGE CALCULATIONS.Impervious Area (Roof)Area A.(Roof Area) = 139.78m2.Volume to Store = 01.71m3.

Impervious Area (Paving)Area B.(Path) = 5.11m2

Volume to Store = 00.06m3.(Storm-water grate to soak well).Run to existing Soakwells

TOTAL VOLUME TO DRAINAREA A + AREA B = 1.77m3.

NUMBER TANKS REQ'D =(TAKEN FROM TABLE)1x1500 x 1200 = 2.12m3

ONE TANKS REQUIRED

TOTAL TANK VOLUME = 2.12m3.

TANK VOLUME.DIAM DEPTH VOL1800 900 2.29 1200 3.05 1500 3.82 1800 4.581500 900 1.59 1200 2.12 1500 2.65 1800 3.181200 900 1.02 1200 1.36 1500 1.70 1800 2.03900 900 0.57 1200 0.76 1500 0.95 1800 1.14

BOUN

DARY

WAL

L @

64c w

/SQ

UARE

LINE

GUT

TER

TO B

ESE

TBAC

K 5m

m F

ROM

BOUN

DARY

BOUN

DARY

WAL

L @

64c w

/SQ

UARE

LINE

GUT

TER

TO B

ESE

TBAC

K 5m

m F

ROM

BOUN

DARY

BOUNDARY WALL @ 28cw/ SQUARELINE GUTTERTO BE SETBACK 110mm

FROM BOUNDARY

BOUNDARY WALL @ 28cw/ SQUARELINE GUTTERTO BE SETBACK 100mmFROM BOUNDARY

1500 x 1200SOAKWELL

F.G.L. 10.120

F.G.L. 10.120

TBA

T.O.F.@ -3c

T.O.F.@ -3c

STOR

MWAT

ER P

RELA

YST

ORMW

ATER

PRE

LAY

TRAFFICABLE LIDTO SEWER IO

THIS PROPERTY IS DEEMED TO BE FIRE PRONE INACCORDANCE WITH DFES MAP OF BUSHFIRE PRONE

AREAS. BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT& CONSTRUCTION METHODS/MATERIAL UPGRADES

WILL BE REQUIRED.

90m

m P

VC P

RELA

Y PI

PE F

OR R

ETIC

GARAGE EXTERNALWALL FOOTINGS @ -3c

S/BACK

S/BACK

S/BACKTO RET.

S/BA

CK

FIRST FLOOR OVERSHOWN DASHED

BALCONY OVERSHOWN DASHEDCOMB.

M'BOX

S/BA

CK T

OBA

LCON

Y

D.P D.P

D.P

D.P

D.P

2,120 3,4

20

SETOUT POINTSETOUT POINT

SETOUT POINTSETOUT POINT

INSTANTGAS HWU

D.P

D.P

8,554

Page 2: Johnson & Swann N...TERMITE TREATMENT NOTE : TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3 . 1 . 3 , PART 2 . 1 . 1 & PART 1 …

'1' CONTRACT & SVO 1 & SVO 2 AP SP 18.07.19'2' DRAFTING AMEND. (T.CROOK) SP SP 26.07.19 '3' '4' '5' '6' '7' '8''9'

SITE ADDRESS:

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :

OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................

BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122

Copyright 2006

DATE: 26/07/2019SCALE: 1:100

JOB N°:REVISION N°:

VARIATIONS:

05

© SALES: DRAWN:E. NOONAN AP

SHEET N°: of 14

1905021M

GROUND FLOOR PLAN

2

REV: DESCRIPTION: CHK: DATE: JOHNSON & SWANN

LOT 534 (#90) REFLECTION BOULEVARDJINDALEE WA 6036

CLIENT: THE ANSWER

STANDARD UPDATE = 150410 DD

INT:

620

1 2 3

4

5 6 7 8 910111213

UP

27x3010STACKER

12x610 F

20x610 F

REMOTE CONTROLSECTIONAL DOOR

18x2010

1200TF

GLAZED

960w FHOSOF OVER

930w

FH

OSO

F O

VER

720

FR

DW

INT. D.P

CL

MH

V

INT. D.P

INT. D.P

INT. D.P

INT. D.PWM

5

6

7

8

2,230

7,4902,090 5,400

230 1,630 230 5,400

230 1,630 90 4,810 90 410 230

230 1,630 90 5,310 230

790 610 690 1,350 3,010 1,040

300

700

700

7,4901,400 6,090

1,400 230 1,640 90 3,900 230

230 1,360 5,670 230

230 1,110 5,920 230

230 1,020 90 1,940 90300

90 3,500 230

230 3,440 90 3,500 230

490 610 300 390 1,260 1,340 2,010 1,090

13,09

01,0

006,9

005,6

90

490

610

230

11,19

090

250

230 1,0

00

1,100

230

11,53

023

01,0

00

13,09

01,0

00

1,100

1,000

11,99

06,9

004,8

9080

0

490

610

1,000

230

3,350

901,5

1090

1,880

901,6

3090

1,800

9091

023

06,9

0090

4,710

9080

0

200

900

230

1,000

1,110

3,240

902,4

8090

3,520

9091

023

06,9

0090

5,410

190

1,100

230

5,350

901,5

0090

3,410

901,0

0023

01,0

006,9

0090

300

1,210

290

1,210

290

1,110

30029

0 410

190

1,100

230

1,000

4,350

9051

090

900

904,5

0023

01,0

00

1,100

1,000

11,99

0

100610 290 100

900 6,390

900 790 5,110 490

1,090 6,010 190

90 7,110 90

26,68

014

,090

6,900

5,690

26,68

0

14,09

06,9

005,6

90

7,290

900 90 6,210 90

890

1,110

290

1,110

290

1,110

290

410

190

40

1,300 290 5,900

100

D8

S1S1

D10

D6

S2

S2

D9

1

4

PORCH30c CL

PAVED @ -1c

L'DRYTILED

DOUBLE GARAGE

2nd FACE BRICKWORK INTERNAL

27c CLGRANO @ -1c

4-HINGES

EXTENT OF 27cB'HEAD SHOWNDASHED

TRIM OUT CEILINGFRAMING 500x500FOR R/HOOD

R/HO

OD

R/HOODGAS HP

UBO

500 x 510 A/C SLABPENETRATION

450 x 450 A/C SLABPENETRATION

WCTILED

WILTILED

SCULLERY

PANTRY

KITCHEN

LIVING

DINING

FIRST FLOOR OVERSHOWN DASHED

T-BAR @ 29cT-BAR @ 30c T-BA

R @

29c

TIMBER STAIRS INFO:RISER HEIGHT = 174.80

TREAD WIDTH = 250

1050h BALUSTRADETO NCC REQS.

STOREUNDERSTAIRS

T-BA

R@

29c

CARP

ET

1000L x 500W x 50HCONCRETE SLABREVERSE CYCLEA/C UNIT

EXTENT OFRENDER

EXTENT OFRENDER

EXTENT OF ACRYLICRENDER SHOWN DASHED

TOP OF PIERFOOTING @ -3c

PD

PD

PLUMBING& ELECPRELAYS

BOUN

DARY

WAL

L @

64c w

/ SQU

AREL

INE

GUTT

ER T

O BE

SET

BACK

5mm

FRO

M BO

UNDA

RY

PLUMBING DUCTw/ ACCESS PANEL

HEAD @ 4cSILL @ 1c

PLUMBING DUCTw/ ACCESS PANELHEAD @ 4cSILL @ 1c

DW T

AP

OVERALL

WC

KITCHEN/DINING

KITCHEN/DINING

L'DRY

WIL/SCLRY

OVERALL

LIVINGENTRY

STAIRS LIVING

LIVINGSTAIRS

STORE SCULLERY LIVING

LIVINGSCULLERY

PIER

OVER

ALL

LIVIN

G/ D

ININ

G

LIVIN

G/ D

ININ

G

PDPI

ER

ENTRY

OVER

ALL

STAI

RSST

ORE

SCUL

LERY

SCUL

LERY

WIL

LAUN

DRY

WC

WC

WIL/

LAUN

DRY

STAI

RSLIV

ING

ENTR

Y

ENTR

Y/LIV

ING

SCUL

LERY

SCUL

LERY

KITC

HEN

KITC

HEN

PASS

PIER

LIVIN

GEN

TRY

PORC

H

BOUN

DARY

WAL

L @

28c w

/ SQU

AREL

INE

GUTT

ERTO

BE

SETB

ACK

100m

m F

ROM

BOUN

DARY

BOUN

DARY

WAL

L @

64c w

/ SQU

AREL

INE

GUTT

ER T

O BE

SET

BACK

5mm

FRO

M BO

UNDA

RYBO

UNDA

RY W

ALL

@ 28

c w/ S

QUAR

ELIN

E GU

TTER

TO B

E SE

TBAC

K 11

0mm

FRO

M BO

UNDA

RY

GARA

GE IN

TERN

AL

GARAGE OVERALL

GARAGE OPENING

GARAGE OPENING

BRICK LAYER NOTE:RENDER TO FRONT ELEVATION:EXTENT OF ACRYLIC RENDER TOENTIRE FRONT ELEVATION ONLY.

CONTRASTING RENDER TO PORCHPIER & T-BAR BRICKWORK OVER AS

PER ADDENDA.

SITE CLASSIFICATION : AFOOTING DETAIL : D10XWIND CATEGORY : N2COASTAL CONDITIONS : CAT 1

FLASHING NOTE:ALL CAVITY CLOSERS AND

STRUCTURAL COLUMNS TO BEFLASHED WITH ALCORE FLASHING AS

PER A.S.

ENGINEERS NOTE:ALL ENGINEERS NOTATIONS,

BEAM LAYOUTS &STRUCTURAL COLUMNS AS

PER ENGINEERS DRAWINGS.

PLUMBER NOTE:PLUMBER TO INSTALL FLOORWASTES WHERE REQUIREDIN ACCORDANCE WITH THE

HEALTH ACT & NCC/BCA.

FIXING CARPENTER NOTE:WIL & PANTRY:

4x 450d SHELVES

NOTE: UPRIGHT SUPPORT PANELSREQUIRED FOR SHELVING

EXCEEDING 1800mm. EXACTLOCATIONS DETERMINED ON SITE AT

FIXING CARPENTERS DISCRETION

ENERGY EFFICIENCYCOMPLIANCE:

* R 4.0 CEILING INSULATION* SELF SEALING EXHAUST

FANS* THERMAL BREAK TO BE

LOCATED VERTICALLYBETWEEN THE GARAGE SLAB

AND THE INTERNALBRICKWORK.

NOTES:EXTERNAL WALLS CONSISTS OF230mm WIDE CAVITY BRICK CONST.,UNLESS NOTED OTHERWISE. 90mmEXTERNAL LEAF & 90mm INTERNALLEAF.

ALL INTERNAL WALLS AREPLASTERED UNLESS NOTEDOTHERWISE.

DOWNPIPES & FLOOR WASTESPOSITIONED AT PLUMBERSDISCRETION. FINAL POSITION MAYVARY TO PLAN.

CEILING INSULATION TO HOUSE &GARAGE TO BCA REQUIREMENTS ASPER ADDENDA.

30c CEILINGS UNLESS OTHERWISENOTED.

UB

UB

PELMET OVER

T-BAR OVER

UNDERSIDELINED @ 30c

UNDERSIDELINED @ 30c

550x550

7o METAL ROOF OVER

STOR

E

T-BAR OVER

GARAGE/STORE INTERNAL

L/C

STOR

MWAT

ER P

RELA

YST

ORMW

ATER

PRE

LAY

PD

THIS PROPERTY IS DEEMED TO BE FIRE PRONE INACCORDANCE WITH DFES MAP OF BUSHFIRE PRONE

AREAS. BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT& CONSTRUCTION METHODS/MATERIAL UPGRADES

WILL BE REQUIRED.

90m

m P

VC P

RELA

Y PI

PE F

OR R

ETIC

EXTERNALGARAGE WALL

FOOTINGS @ -3c

T-BAR @ 30c

T-BA

R @

29c

BALCONY OVERSHOWN DASHED

T-BAR @ 30c

TILED

TILED

TILED

TILED

TILED

STUD WALLSUNDER STAIRS

BALCONY FLOORWASTE OVERCONNECTED TO DOWNPIPE

WALL VENT FORWC EXHAUST

FAN FLUE

WALL VENT FORRANGEHOOD FLUE

T-BAR OVER

T-BAROVER

T-BAR OVER

HOUS

E OV

ERAL

LGA

RAGE

OVE

RALL

HOUS

E OV

ERAL

LGA

RAGE

OVE

RALL

GARAGE INTERNAL

GARA

GE IN

TERN

AL

PD

PD

COMB.M'BOX

3

2

D.P D.P

D.P

D.P

D.P

INSTANTGAS HWU

BRICKLAYERNOTE:

EXTERNAL BRICKSTO BE 290 X 162 X

90 (1st externalcourse to be 2 coursebricks laid in THIRD

BOND)

DOUBLE GLAZINGDOUBLE GLAZING TO ALLWINDOWS AND SLIDING

DOORS EXCLUDING WETAREAS AND ANY TIMBER

JOINERY

D.P

D.P

AREAS GFNameDOUBLE GARAGE

HOUSE

PORCH

STORE

Area36.359

90.495

1.916

4.406

133.176 m²

Perimeter24.160

40.960

5.980

11.591

Page 3: Johnson & Swann N...TERMITE TREATMENT NOTE : TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3 . 1 . 3 , PART 2 . 1 . 1 & PART 1 …

'1' CONTRACT & SVO 1 & SVO 2 AP SP 18.07.19'2' DRAFTING AMEND. (T.CROOK) SP SP 26.07.19 '3' '4' '5' '6' '7' '8''9'

SITE ADDRESS:

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :

OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................

BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122

Copyright 2006

DATE: 26/07/2019SCALE: 1:100, 1:20, 1:50

JOB N°:REVISION N°:

VARIATIONS:

06

© SALES: DRAWN:E. NOONAN AP

SHEET N°: of 14

1905021M

FIRST FLOOR PLAN

2

REV: DESCRIPTION: CHK: DATE: JOHNSON & SWANN

LOT 534 (#90) REFLECTION BOULEVARDJINDALEE WA 6036

CLIENT: THE ANSWER

STANDARD UPDATE = 150410 DD

INT:

200 90 200

200

9020

0

490

490

90x90 STEEL POST

BRICK PIER

1st BRICK CUT

8 91011121314151617

DN

5x2710 5x2710

22x610 F

830w FHOSOF OVER

820

720

720

720

720

SD CEILINGSOFFIT OVER

820820SD CEILING

SOFFIT OVER

1886x610 F

2171x3110 SD

SHR

SHRINT. D.P

INT. D.P

INT. D.P

INT. D.P

SD

SD

MH

FW

P106

7

8

S1S1

S2

S2

1

4

3

2

600

1,200 6,290

1,200 230 5,830 230

230 1,110 90 1,700 90 4,040 230

230 1,110 90 5,830 230

1,340 90 1,690 90 2,230 90 1,730 230

390 710100

750 610 1,330 3,110 490

9091

0

910 90

1,700

12,59

0

300

1,400

230

4,400

903,2

3090

900

9060

02,7

3023

0

790

910

230

4,400

9090

090

2,020

901,1

2090

510

902,7

3023

0

1,700

230

4,400

9090

090

2,020

901,1

2090

3,330

230

1,790

12,50

0

1,700

600

11,99

0

300 49

091

060

023

06,0

5090

1,370

9060

03,3

3023

0

1,700

600

230

4,110

1,940

9087

090

41090

600

3,330

230

300

1,400

230

3,110

902,1

9090

3,230

903,3

3023

0

1,700

600

11,99

0

800

902,2

2090

500

7,490

1,200 2,190 4,100

490 3,120 490

190 3,680 230

260

14,29

0600

14,29

0

D7

A/C ROBE

ROBE

1000hWALL

1000hWALL

TILEDENS

TIMBER STAIRS INFO:RISER HEIGHT = 174.80

TREAD WIDTH = 250

A/C INTAKE1200 x 600

TILEDWC

TILEDWC

TILED

BATH

CARPETBED 2

CARPETBED 3

CARPETWIR

CARPETMASTER SUITE

CARPET

CARPETWIL

1050

h BAL

USTR

ADE

TO N

CC R

EQS.

CARP

ET

EXTENT OFGROUND FLOORSHOWN DASHED

FIRST FLOOR OVERALL

BED 3 BED 2

BED 3 BED 2 ROBEA/C

ROBE WC

WC

PASSAGE

PASSAGEWIL L/C

ENSUITE

ENSUITE

WIL PASSAGE BATH

BATHPASSAGE

550x550

FIRST FLOOR OVERALL

WIR/MASTER SUITE

MASTER SUITEWIR

MASTER SUITE

FFL = 2972mmCL = 2463mm

HEIGHT O/A = 5435mmSTUD FRAME CONSTRUCTION

RAKING CLTILED

FFL @ 2922mm

BALCONY

RAKING RAKING

ENSUITEMASTER SUITE WC

BOUN

DARY

WAL

L @

64c w

/ SQU

AREL

INE

GUTT

ER T

O BE

SET

BACK

5mm

FRO

M BO

UNDA

RY

BOUN

DARY

WAL

L @

64c w

/ SQU

AREL

INE

GUTT

ER T

O BE

SET

BACK

5mm

FRO

M BO

UNDA

RY

FIRS

T FL

OOR

OVER

ALL

BED

2

BED

2

BED

2

A/C RB

WC

PASS

AGE

PASS

AGE

ENSU

ITE

BATH

BATH

WC

WC

MAST

ER S

UITE

MAST

ER S

UITE

MAST

ER S

UITE

BED

3RB

WIL

PASS

AGE

STAI

RS

BED

3RB

WIL

L/CPA

SSAG

EST

AIRS

BED

3PA

SSAG

EW

IRMA

STER

SUI

TE

BALC

ONY

O'AL

L

FIRS

T FL

OOR

OVER

ALL

EXTENT OFCLADDING

EXTENT OFCLADDING

EXTENT OF WEATHERBOARDCLADDING FIXED TO EXTERNAL

STUDWORK FIXED TO COUNTERBATTENS SHOWN DASHED

WINDOW SUPPLIER NOTE:ALL FIRST FLOOR WINDOWS TO HAVE 100mmRESTRICTED OPENINGS AS PER NCC 2013 VOL.2 CLAUSE 3.9.2.5 PROTECTION OF OPENABLEWINDOWS.

NOTE:UPPER FLOOR TO

COMPLY WITHN.C.C. 3.9.2.5.

FLASHING NOTE:ALL CAVITY CLOSERS AND STRUCTURALCOLUMNS TO BE FLASHED WITH ALCORE

FLASHING AS PER A.S.

CONSTRUCTION NOTE:ALLOW EXTRA STUDWORK FOR:-WC ROLL HOLDERS @ 750mm

-TOWEL RAIL @ 1000mm

TIE-DOWN NOTE:UPPER FLOOR TO BE TIED DOWN TO

GROUND FLOOR AS PERENGINEER'S SPECIFICATION.

FIXING CARPENTER NOTE:WIR & ROBES:

LAMINATE SHELF & RAIL @ 1750WIL:

4x 450d SHELVES

NOTE: UPRIGHT SUPPORT PANELSREQUIRED FOR SHELVING

EXCEEDING 1800mm. EXACTLOCATIONS DETERMINED ON SITE AT

FIXING CARPENTERS DISCRETION

RENDER TO FRONT ELEVATION:EXTENT OF ACRYLIC RENDER TO ENTIREFRONT ELEVATION ONLY EXCLUDING WIR

EXTERNAL WALL.CONTRASTING RENDER TO BALCONY

PIERS & BRICKWORK AS PER ADDENDA.NOMINATED WEATERBOARD CLADDING TO

WIR WALL.

STAIRS

STAIRS

STAIRS

FIRST FLOORBRICKLAYER NOTE:

1st BRICK TO FIRST FLOOR ON TOP OFNOMINATED FLOORING SYSTEM TO BE

CUT SO INTERNAL AND EXTERNALMORTAR JOINTS AND BRICKS ARE AT

MATCHING HEIGHTS

PIER

7o METAL ROOFBELOW

V-GUTTER BELOWSHOWN HATCHED

LDRY CHUTEHEAD @ 4422SILL @ 3972

BALCONY FWCONNECTED TO

DOWNPIPE BELOW

EXPOSED TIMBER BEAMS

1050h BALUSTRADETO NCC

REQUIREMENTS

450x450MELAMINEA/C DUCT

CARPET

EXTENT OFRENDER

EXTENT OFRENDER

EXTENT OFRENDER90x90 STEEL POST

BALCONY OVERALL

PIERPIER

BALCONY

BALC

ONY

PIER

BALC

ONY

O'AL

L

BALC

ONY

2000x2000mmBOXED OUT

SECTION FREE OFTIMBERS WITH700mm HEIGHT

CLEARANCE

FIRST FLOOR ROOF NOTE:TIMBER TRUSS ROOF TO

MANUFACTURER'S SPECIFICATION

SKYLIGHT

D.P

D.P

D.P

7,490230 3,470 90 3,470 230

230 3,470 90 1,140 90 500 90 1,650 230

230 1,300 90 3,820 90 1,730 230

230 800 90410 90 3,820 90 1,730 230

230 1,300 90 1,500 90 2,230 90 1,730 230

230 2,890 90 2,230 90 1,730 230

590 2,710 890 2,710 590

ENGINEERS NOTE:ALL ENGINEERS NOTATIONS, BEAM

LAYOUTS & STRUCTURAL COLUMNS ASPER ENGINEERS DRAWINGS.

NOTES:EXTERNAL WALLS CONSISTS OF 90mmWIDE STUD FRAME CONST. WITH 100mmTHERMAL CLADDING RENDERED (190mmTOTAL).

ALL INTERNAL WALLS ARE 90mm WIDESTUD FRAME WITH PLASTERBOARD ONBOTH SIDES. UNLESS NOTED OTHERWISE.

DOWNPIPES & FLOOR WASTES POSITIONEDAT PLUMBERS DISCRETION. FINALPOSITION MAY VARY TO PLAN.

CEILING INSULATION TO HOUSE & GARAGETO NCC REQUIREMENTS AS PER ADDENDA.

2463mm CEILINGS UNLESS OTHERWISENOTED.

DOUBLE GLAZINGDOUBLE GLAZING TO ALL WINDOWS AND

SLIDING DOORS EXCLUDING WET AREAS ANDANY TIMBER JOINERY

AREAS FFNameBALCONY

FIRST FLOOR

Area5.887

93.579

99.466 m²

Perimeter11.600

40.160

P1 BALCONY PIER DETAIL1:20

Page 4: Johnson & Swann N...TERMITE TREATMENT NOTE : TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3 . 1 . 3 , PART 2 . 1 . 1 & PART 1 …

'1' CONTRACT & SVO 1 & SVO 2 AP SP 18.07.19'2' DRAFTING AMEND. (T.CROOK) SP SP 26.07.19 '3' '4' '5' '6' '7' '8''9'

SITE ADDRESS:

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :

OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................

BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122

Copyright 2006

DATE: 26/07/2019SCALE: 1:100

JOB N°:REVISION N°:

VARIATIONS:

07

© SALES: DRAWN:E. NOONAN AP

SHEET N°: of 14

1905021M

ELEVATIONS

2

REV: DESCRIPTION: CHK: DATE: JOHNSON & SWANN

LOT 534 (#90) REFLECTION BOULEVARDJINDALEE WA 6036

CLIENT: THE ANSWER

STANDARD UPDATE = 150410 DD

INT:

1cFL 0 (0c)

CL 2572 (30c)

CL 5435 (5435mm)

27c

63c

7288mm

63c

4c 0c

27c

15c 1800

60c 55c

60c

30c 31c 31c

55c

2,572

400

2,463

REVERSECYCLE A/CUNIT

F

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

PLUMBING DUCTACCESS PANEL

F S S

S F

FACEBRICK

SILLS 10mmRECESSED

S F

T-BAR @ 30c

INSTANTGAS HWU

WALL VENT FORWC EXHAUST

FAN FLUE

WALL VENT FORRANGEHOOD FLUE

S S

FL 2972 (2972mm)

NGL

FL 0 (0c)

CL 2572 (30c)

CL 5435 (5435mm)

5143

27c

0c

9c

27c

7c

29c 27c

3257

49c

37c

63c

7288mm

64c 64c 63c

30c

60c

38c 35c 35c

60c

65c

TOW @ 11.460

TOR @ 10.270

TOP @ 11.490 TOP @ 11.490

TOR @ 10.090

6c

2,572

400

2,463

ACRYLICRENDERENTRY

DOOR

T-BAR @ 30c

NOMINATEDWEATHERBOARD

CLADDING

EXPOSED TIMBER BEAM

TOP OF PIER FOOTING @ -3c

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

S

S

F

F

F

F

F

F

F

FF

NOTE:UPPER FLOOR WINDOWSTO COMPLY w/ BCA 3.9.2.5

RENDER TO FRONT ELEVATION:EXTENT OF ACRYLIC RENDER TOENTIRE FRONT ELEVATION ONLY

EXCLUDING WIR EXTERNALWALL.

CONTRASTING RENDER TOBALCONY PIERS & BRICKWORK

AS PER ADDENDA.NOMINATED WEATERBOARD

CLADDING TO WIR WALL.

RENDER TO FRONT ELEVATION:EXTENT OF ACRYLIC RENDER TOENTIRE FRONT ELEVATION ONLY.

CONTRASTING RENDER TOPORCH PIER & T-BAR

BRICKWORK OVER AS PERADDENDA.

NOMINATEDWEATHERBOARDCLADDING

BARGE & CAPPING

NOMINATED BALUSTRADETO NCC REQ'S

90mm x 90mmSTEEL POST

T-BAR @ 29c

F

F

EXISTING LIMESTONE RETAINING WALLw/- CAPPING AND METAL BARS OVER

EXISTING WALL

EXISTING PIERw/- LETTERBOX

EXISTING PIER

STEP

E

G

COMBM/BOX

FL 2972 (2972mm)

NGL

FL -86 (-1c)

CL 2314 (27c) 27c

3824mm

27c

2,400

PELMET

FACEBRICK

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

AUTO-SECTIONAL DOOR

NGL

64c

FL 0 (0c)

CL 2572 (30c)

CL 5435 (5435mm)

30c

49c

63c 63c

7288mm

63c

29c

37c 35c

TOW @ 11.460

TOR @ 10.270

2,572

400

2,463

50025° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

BOUNDARY WALL @ 64c w/SQUARELINE GUTTER TO BE SET

BACK 5mm FROM BOUNDARY

ACRY

LIC R

ENDE

R

NOMINATED BALUSTRADETO NCC REQ'S

TOP OF PIER FOOTING @ -3c

NOMINATEDWEATHERBOARD

CLADDING

O'HANG

FACEBRICK

T-BAR @ 29c

90mm x 90mmSTEEL POST

T-BAR @ 30cV-JOINT TO

RENDER

EXPOSED TIMBER BEAM

EXISTING LIMESTONERETAINING WALL

EXISTINGSTEPS

EXISTING WALL

STEP

FL 2972 (2972mm)

NGL

FL 0 (0c)

CL 2572 (30c)

CL 5435 (5435mm)

7288mm

63c 64c

29c 30c

TOR @ 10.270

2,572

400

2,463

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

BOUNDARY WALL @ 64c w/SQUARELINE GUTTER TO BE SET

BACK 5mm FROM BOUNDARY

TOP OF PIER FOOTING @ -3c

FACEBRICK

ACRYLIC RENDER

T-BAR @ 29cT-BAR@ 30c

SKYLIGHT

EXISTING LIMESTONERETAINING WALL

FL 2972 (2972mm)

NGL

FL -86 (-1c)

CL 2314 (27c)

3824mm

27c 27c 28c

2,400

FACEBRICK

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

BOUNDARY WALL @ 28c w/SQUARELINE GUTTER TO BE

SETBACK 100mm FROM BOUNDARY

NGL

FL -86 (-1c)

CL 2314 (27c) 27c

3824mm

27c 28c 28c

2,400 FACE

BRICK

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

OPEN

NGL

FL -86 (-1c)

CL 2314 (27c) 27c

3824mm

27c 28c

2,400

FACEBRICK

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

BOUNDARY WALL @ 28c w/SQUARELINE GUTTER TO BE

SETBACK 110mm FROM BOUNDARY

N.G.L.

3 ELEVATION1:100

1 ELEVATION1:100

5 ELEVATION1:100

2 ELEVATION1:100

4 ELEVATION1:100

6 ELEVATION1:100

7 ELEVATION1:100

8 ELEVATION1:100