w MASTER · p.o box 86 north perth wa 6906 note: the contractor must verify all dimensions on site...

5
SERVICE LEGEND DRAINAGE COMBO PIT GRATE SIDE ENTRY PIT STORM WATER MANHOLE ELECTRICITY CABLE DOME CABLE MANHOLE CABLE PIT ECP CONSUMER POLE CP LIGHT POLE LP POWER POLE PP STAY POLE SP STAY WIRE ANCHOR O/H POWER LINE SWA GAS GAS MANHOLE GAS MARKER G GAS METER GM GAS VALVE GV SEWERAGE SEWER MANHOLE INSPECTION OPENING SEWER LINE If 1 10 TELECOMMUNICATIONS TEL/COMMS MANHOLE TEL/COMMS MARKER T TEL /COMMS PIT TEL WATER FLUSH POINT FP HYDRANT HY STOP VALVE SV TAP TAP WATER MARKER W WATER METER M SURVEY DATUM >- PEG FOUND PF OTHER AWNING / EAVES BANK - BOTTOM BANK-TOP ROOF RIDGE WINDOW/DOOR SERVICE RECORD STATUS SERVICED LOCATED AVAILABLE NO SERVICE CONFIRM WATER y SEWERAGE y GAS y TEL/COMM y POWER u/G / O/H SERVICES MARKED CONFIRM REQUIRE BUILDER / CLIENT TO CONFIRM AVAILABILITY AND / OR ________POSITION ON SITE. 35 541 m2 34 539 m2 33 696 m2 PEACH STREET BITUMEN NON MOUNTABLE KERB35.04 35.29 FEATURE SURVEY WARNING! BOUNDARY RE-ESTABLISHMENT SURVEY REQUIRED TO CONFIRM LOT BOUNDARY POSITION AND DIMENSIONS. WINDOW 3.74m TO 5.13m HIGH TWO STOREY BRICK & TILE DWELLING F.L. 37.04 WINDOW 2.95m TO 5.13m HIGH WINDOW 3.56m TO 5.13m HIGH WINDOW 3.91m TO 5.13m HIGH 32 616 m2 BRICK & METAL ROOF DWELLING F.L. 38.68 WINDOW 0.96m TO 2.0m HIGH ROOF HEIGHT 45.08 WINDOW 0.7m TO 2.5m HIGH 10.09.18 DATE ISSUED FOR PLANNING APPROVAL REVISION REFERENCE NAIL AT BOTTOM OF KERB R.L. 38.52 (Approx A.H.D. from Sewer Manholes 2071 & 2070) NON MOUNTABLE KERB OLIVE STREET LOT 31 (# 5) OLIVE STREET PLAN 1493(2) SUBURB : NORTH PERTH C/T 1183/13 MAP REF : LANDGATE STREET SMART / MELWAY GREATER PERTH STREET DIRECTORY AUTHORITY : CITY OF VINCENT CLIENT SEKIGUCHI / ROMPOTIS BUILDER BUILDERS / CLIENTS SITE SURVEY only. The information shown on this plan is current as at the date of survey. Boundary information, easements etc. to be verified from the Certificate of Title, Plan / Diagram or a Boundary Repeg. Boundary position approximate only. Location of boundary pegs or fences in relation to the boundary lines are not guaranteed. Sewer / Drainage may vary from schematic presentation, clearances to be checked on site. Services information to be confirmed with relevant AUTHORITIES. For underground services - ring "DIAL BEFORE YOU DIG" for confirmation of those services. SCALE: 1:200 @ A3 Portrait 5m 0 2.5 10 15m c " ~1r - i------------------------------------ _ U U 1 1 1 BITUMEN w MASTER I BUILDERS CARLTON SURVEYS Licensed Surveyors SUITE 4, 160 BURSWOOD ROAD, BURSWOOD, W.A., 6100. TEL 9361 5358 FAX 9361 3457 E-mail: [email protected] 111 (I anthony michael designs tel (08) 9349 4143 mobile 0412 453438 anthony .m@amdesigns.com.au a wv7w.amdesigns.com.au 52 osborne place Stirling p.o box 86 north perth wa 6906 NOTE: THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. ANY DISCREPANCIES ARISING TO BE QUERIED. WRITTEN DIMENSIONS GOVERN SCALES. THIS DESIGN AND DRAWING SHALL ALWAYS REMAIN THE PROPERTY OF ANTHONY MICHAEL DESIGNS AND MAY NOT BE FULLY OR PART OF REPRODUCED OR ALTERED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE PROPRIETORS. COPYRIGHT PROPOSED GARAGE LOT 31 (Hse No. 5) OLIVE STREET NORTH PERTH DESIGNED A.MICHAEL DRAWN A.MICHAEL CHECKED A.MICHAEL DATE 16.08.18 SCALE 1:200 SHEET No A1 OF 6 JOB No 18-1990

Transcript of w MASTER · p.o box 86 north perth wa 6906 note: the contractor must verify all dimensions on site...

SERVICE LEGENDDRAINAGE

COMBO PIT

GRATE

SIDE ENTRY PIT

STORM WATER MANHOLE

ELECTRICITYCABLE DOME

CABLE MANHOLE

CABLE PIT ECP

CONSUMER POLE CP

LIGHT POLE LP

POWER POLE PP

STAY POLE SP

STAY WIRE ANCHOR

O/H POWER LINE

SWA

GASGAS MANHOLE

GAS MARKER G

GAS METER GM

GAS VALVE GV

SEWERAGESEWER MANHOLE

INSPECTION OPENING

SEWER LINE

If 1

10

TELECOMMUNICATIONSTEL/COMMS MANHOLE

TEL/COMMS MARKER T

TEL /COMMS PIT TEL

WATERFLUSH POINT FP

HYDRANT HY

STOP VALVE SV

TAP TAP

WATER MARKER W

WATER METER M

SURVEYDATUM >-

PEG FOUND PF

OTHERAWNING / EAVES

BANK - BOTTOM

BANK-TOP

ROOF RIDGE

WINDOW/DOOR

SERVICE RECORDSTATUS

SERVICED LOC

ATED

AVAI

LABL

E

NO

SER

VIC

E

CO

NFI

RM

WATER ySEWERAGE yGAS yTEL/COMM yPOWER u/G /

O/HSERVICES MARKED CONFIRM

REQUIRE BUILDER / CLIENT TO CONFIRM AVAILABILITY AND / OR

________POSITION ON SITE.

35541 m2

34539 m2

33696 m2

PEACH STREETBITUMEN

NON MOUNTABLE KERB35.04 35.29

FEATURE SURVEYWARNING!BOUNDARY RE-ESTABLISHMENT SURVEY REQUIRED TO CONFIRM LOT BOUNDARY POSITION AND DIMENSIONS.

WINDOW 3.74m TO 5.13m HIGH

TWO STOREY BRICK & TILE DWELLING

F.L. 37.04

WINDOW 2.95m TO 5.13m HIGH

WINDOW 3.56m TO 5.13m HIGH

WINDOW 3.91m TO 5.13m HIGH

32616 m2

BRICK & METAL ROOF DWELLING

F.L. 38.68

WINDOW 0.96m TO 2.0m HIGH

ROOF HEIGHT 45.08

WINDOW 0.7m TO 2.5m HIGH

10.09.18DATE

ISSUED FOR PLANNING APPROVAL

REVISION

REFERENCE NAIL AT BOTTOM OF KERB

R.L. 38.52 (Approx A.H.D. from Sewer Manholes 2071 & 2070)

NON MOUNTABLE KERB

OLIVE STREETLOT 31 (# 5) OLIVE STREET PLAN 1493(2)SUBURB : NORTH PERTH C/T 1183/13MAP REF : LANDGATE STREET SMART / MELWAY

GREATER PERTH STREET DIRECTORY AUTHORITY : CITY OF VINCENTCLIENT SEKIGUCHI / ROMPOTIS BUILDERBUILDERS / CLIENTSSITE SURVEY only. The information shown on this plan is current as at the date of survey. Boundary information, easements etc. to be verified from the Certificate of Title, Plan / Diagram or a Boundary Repeg. Boundary position approximate only. Location of boundary pegs or fences in relation to the boundary lines are not guaranteed. Sewer / Drainage may vary from schematic presentation, clearances to be checked on site. Services information to be confirmed with relevant AUTHORITIES. For underground services - ring "DIAL BEFORE YOU DIG" for confirmation of those services.

SCALE:1:200@ A3 Portrait

5m 0 2.5 10 15mc " ~1r - —i------------------------------------_

U U 1 1 1

BITUMEN

w MASTERI BUILDERS

CARLTON SURVEYSLicensed Surveyors

SUITE 4, 160 BURSWOOD ROAD,

BURSWOOD, W.A., 6100.

TEL 9361 5358 FAX 9361 3457

E-mail: [email protected]

111 (Ianthony michael designs

tel (08) 9349 4143 mobile 0412 453438

anthony .m@ amdesigns.com.au

awv7w.amdesigns.com.au

52 os borne place Stirling p.o box 86 north perth wa 6906

NOTE:

THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. ANY DISCREPANCIES ARISING TO BE QUERIED. WRITTEN DIMENSIONS GOVERN SCALES.

THIS DESIGN AND DRAWING SHALL ALWAYS REMAIN THE PROPERTY OF ANTHONY MICHAEL DESIGNS AND MAY NOT BE FULLY OR PART OF REPRODUCED OR ALTERED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE PROPRIETORS.

COPYRIGHT

PROPOSED GARAGE LOT 31 (Hse No. 5) OLIVE STREET NORTH PERTH

DESIGNED A.MICHAELDRAWN A.MICHAELCHECKED A.MICHAELDATE 16.08.18SCALE 1:200

SHEET NoA1 OF 6JOB No

18-1990

OF 6SHEET NoDESIGNED

DATE

SCALE 1:200

JOB No

DRAWN

CHECKED A.MICHAEL

DATE REVISION

NOTE:

THE CONTRACTOR MUST VERIFY ALL DIMENSIONSON SITE BEFORE COMMENCING ANY WORK. ANYDISCREPANCIES ARISING TO BE QUERIED. WRITTENDIMENSIONS GOVERN SCALES.

THIS DESIGN AND DRAWING SHALL ALWAYS REMAINTHE PROPERTY OF ANTHONY MICHAEL DESIGNS ANDMAY NOT BE FULLY OR PART OF REPRODUCED ORALTERED IN ANY WAY WITHOUT THE WRITTENPERMISSION OF THE PROPRIETORS.

COPYRIGHT

aa n t h o n y m i c h a e l d e s i g n s

A.MICHAELA.MICHAEL

tel (08) 9349 4143mobile 0412 453438

[email protected]

52 osborne place stirlingp.o box 86 north perth wa 6906

10.09.18

16.08.1818-1990

ISSUED FOR PLANNING APPROVAL

PROPOSED GARAGELOT 31 (Hse No. 5)OLIVE STREETNORTH PERTH

A25m 0 2.5 5 10 15m

LANDGATE STREET SMART / MELWAYGREATER PERTH STREET DIRECTORY

1:200

31 (# 5) OLIVE STREET

NORTH PERTH

PLAN 1493(2)

1183 / 13

BUILDERS / CLIENTS

AUTHORITY

SCALE :

CLIENT

MAP REF

LOT

:

:

:

C/T

:

:SUBURB

SITE SURVEY only. The information shown on this plan is current as at the date of survey. Boundary information, easements etc. to be verified from theCertificate of Title, Plan / Diagram or a Boundary Repeg. Boundary position approximate only. Location of boundary pegs or fences in relation to theboundary lines are not guaranteed. Sewer / Drainage may vary from schematic presentation, clearances to be checked on site. Services information to beconfirmed with relevant AUTHORITIES. For underground services - ring "DIAL BEFORE YOU DIG" for confirmation of those services.

@ A3 Portrait

POSITION AND DIMENSIONS.POSITION AND DIMENSIONS.

CO

NF

IRM

NO

SE

RV

ICE

AV

AIL

AB

LE

LOC

AT

ED

WATER

SERVICE

STATUS

O/H

U/G

GAS

POWERTEL / COMM

SEWERAGE

SERVICE RECORD

FP

HY

WATER

HYDRANT

FLUSH POINT

M

WWATER MARKER

WATER METER

DRAINAGE

ELECTRICITY

SEWER MANHOLE

INSPECTION OPENING

SEWERAGE

SERVICE LEGEND

PF

TELECOMMUNICATIONS

PEG FOUND

SURVEY

IO

G

GM

GV

GAS METER

GAS VALVE

GAS MARKER

GAS

SV

TAPTAP

STOP VALVE

SIDE ENTRY PIT

GRATE

DATUM

AWNING / EAVES

OTHER

BANK - TOP

SEWER LINE

PP

CP

LP

SP

SWA

LIGHT POLE

STAY POLE

STAY WIRE ANCHOR

CONSUMER POLE

POWER POLE

CABLE DOME

CABLE MANHOLE

CABLE PIT ECP

O/H POWER LINE

TEL

TTEL / COMMS MARKER

TEL / COMMS PIT

TEL / COMMS MANHOLE

SERVICES MARKED CONFIRMREQUIRE BUILDER / CLIENT TO

CONFIRM AVAILABILITY AND / ORPOSITION ON SITE.

COMBO PIT

STORM WATERMANHOLE

BANK - BOTTOM

ROOF RIDGE

WINDOW / DOOR

0.00

0.00

0.00

GAS MANHOLE

WARNING!BOUNDARY RE-ESTABLISHMENT SURVEYREQUIRED TO CONFIRM LOT BOUNDARY

WARNING!BOUNDARY RE-ESTABLISHMENT SURVEYREQUIRED TO CONFIRM LOT BOUNDARY

S I T E P L A N

CITY OF VINCENT-

: SEKIGUCHI / ROMPOTIS BUILDER :

10.12.18 COUNCIL AMENDMENTS

O L I V E S T R E E T

90°30'

P E A C H S T R E E T

90°30'89°3

0'

89°3

0'

10.86

10.86

43.9

2

43.9

2

31478 m²

30478 m²

32616 m²

35541 m²

34539 m²

33696 m²

TELSTRAPIT

SEWER MAIN

CARPORT

METALSHED

FIBROLAUNDRY

BRICK & METAL ROOFDWELLING

BRICK & METALROOF DWELLING

TWO STOREY BRICK &TILE DWELLING

WINDOW 3.91m TO 5.13m HIGH

WINDOW 3.56m TO 5.13m HIGH

WINDOW 2.95m TO 5.13m HIGH

WINDOW 3.74m TO 5.13m HIGH

POWERPOLE

ROAD SIGN

AWNING OVER

CONCRETEPORCH

TELSTRAPIT

MEDIUM BOX TREE

WINDOW 0.96m TO 2.0m HIGH

WINDOW 0.7m TO 2.5m HIGH

CONCRETE FOOTPATH

NON MOUNTABLE KERB

PORCH

DOOR

HIGH BRICK WALL

NON MOUNTABLE KERB

REFERENCE NAIL ATBOTTOM OF KERB

R.L. 38.52 (Approx A.H.D. fromSewer Manholes 2071 & 2070)

WINDOW 0.7m TO 2.4m HIGH

ST

EP

S

DO

OR

ME

DIU

M P

ICK

ET

FE

NC

E (

1.5m

HIG

H) H

IGH

PIC

KE

T F

EN

CE

(1.

6m H

IGH

)

(10.8 MEASURED)

BITUMEN

PEGGONE

PEGGONE

F.L. 38.83

F.L. 38.67

F.L. 38.25 F.L. 38.68

F.L. 37.04

ROOF HEIGHT 45.08

38.77

38.7

6

38.3

438

.26

36.5

536

.61

37.2

9

37.8

437

.91

38.6

3

38.6

2

38.61

35.1335.04

35.6

8

36.5

3

35.7

8

36.0

7

37.5

7

37.2

437

.19

38.4

837.5

8

38.8

3

38.85

35.3735.29

36.0

7

F.L. 37.727

SUITE 4, 160 BURSWOOD ROAD,

BURSWOOD, W.A., 6100.

TEL 9361 5358 FAX 9361 3457

E-mail : [email protected]

Licensed Surveyors

CARLTON SURVEYS

36.00

36.00

36.50

36.50

37.00

37.00

37.50

37.50

37.5037

.50

38.00

38.50

TIMBER DECKF.L 37.157

BITUMEN

SEWERJUNCTION

INVERT 34.23

PEGGONE

PEGGONE

BRICK & METALROOF DWELLING

R.L 36.985

GATE

PA

RA

PE

T W

AL

L S

ET

BA

CK

20m

m O

FF

BO

UN

DA

RY

REMOVE EXISTING BITUMENCROSSOVER & REPLACE WITH

NEW 5.0m WIDE CONCRETECROSSOVER TO COUNCIL

REQUIREMENTS

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &

REPLACE WITH NEW 2.1mHIGH COLORBOND FENCE

36.9

5

ST

EP

S

5180

GA

TE

GA

TE

EXISTING BRICK GARAGESHOWN DOTTED

CONCRETEDRIVEWAY

CONCRETER.L 35.785

LAWNR.L 36.985

UP

EXISTING VERGE TREEBE RETAINED

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &

REPLACE WITH NEW 2.1mHIGH COLORBOND FENCE

ON RETAINING WALL

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &REPLACE WITH NEW 2.1mHIGH COLORBOND FENCE

580 HIGHTOW @ 36.98BOW @ 36.40

300 HIGHTOW @ 36.98BOW @ 36.68

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &REPLACE WITH NEW 1.8mHIGH COLORBOND FENCEON RETAINING WALL

1500

RWP

RWPC

ON

CR

ET

E

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

LA

ND

SC

AP

ING

LA

WN

LANDSCAPING

300 HIGHTOW @ 35.48BOW @ 35.78

300 HIGHTOW @ 35.48BOW @ 35.78

LAWN

EXISTINGLANDSCAPING

PROPOSEDGARAGEF.F.L 00c

(R.L 35.785)

TOTAL SITE AREAZONEOPEN SPACE REQ.

TOTAL BUILDING AREATOTAL OPEN SPACE

:::

::

478 m²R3045% OR 215 m²

260.44 m² OR 54.48%217.56 m² OR 45.52%

OPEN SPACECALCULATIONS

1.100

OF 6SHEET NoDESIGNED

DATE

SCALE

JOB No

DRAWN

CHECKED A.MICHAEL

aa n t h o n y m i c h a e l d e s i g n s

tel (08) 9349 4143mobile 0412 453438

[email protected]

52 osborne place stirlingp.o box 86 north perth wa 6906

A.MICHAELA.MICHAEL

NOTE:

THE CONTRACTOR MUST VERIFY ALL DIMENSIONSON SITE BEFORE COMMENCING ANY WORK. ANYDISCREPANCIES ARISING TO BE QUERIED. WRITTENDIMENSIONS GOVERN SCALES.

THIS DESIGN AND DRAWING SHALL ALWAYS REMAINTHE PROPERTY OF ANTHONY MICHAEL DESIGNS ANDMAY NOT BE FULLY OR PART OF REPRODUCED ORALTERED IN ANY WAY WITHOUT THE WRITTENPERMISSION OF THE PROPRIETORS.

COPYRIGHT

DATE REVISION

ISSUED FOR PLANNING APPROVAL

16.08.1818-1990

10.09.18

PROPOSED GARAGELOT 31 (Hse No. 5)OLIVE STREETNORTH PERTH

10.12.18 COUNCIL AMENDMENTS

1200

10860 Overall site20

7550 328010

1107330 garage

110

1101440 5390

610

2307320 2810

470

32807550

20801200230

2210230

2210230

2210230

1107330 garage

110

7910

par

apet

wal

l12

6024

024

035

021

3023

020

9023

021

7023

0

110

7090

gar

age

230

1440

60

scre

en w

all

155

1440

7430

470

6850

110

5220

2100

230

2170

230

830

230

1030

230

2130

350

590

1810

1290

1030

310

1810

590

step

s

GARAGEFLOOR PLAN

NOTE:ARCHITECTURAL DRAWINGS ARE TO BE READIN CONJUCTION WITH STRUCTURAL DRAWINGS.ANY DESCREPANCY BETWEEN THE TWODRAWINGS ARE TO BE HILITED TO THE DESIGNER

E3

E2A4

E1

E4

A4

A4

A4

TIMBER BEAM NOTES

- ALL LVL BEAMS TO BE WESBEAM LVL, U.N.O- ALL STRUTTING BEAMS TO BE LATERALLY RESTRAINED IN ACCORDANCE WITH AS1684 AND TO MANUFACTURER'S SPECIFICATIONS

NOTE :ALL TIMBER FRAMING TO COMPLYWITH AS 1684 & BCA

NOTE :LOCATION OF DOWNPIPES ISINDICATIVE ONLY & MAY BECHANGED AT BUILDERS DISCRETION

A3

TOP OF FOOTINGS FOR PIERS & WALLSTO GARAGE @ -2c BELOW FINISHED

FLOOR LEVEL UNLESS OTHERWISE NOTED

BUILDER'S NOTE : BUILDER IS TO ENSURE THAT ANYEXISTING WALLS ARE ADEQUATLEYPROPPED USING SHORING OR OTHERSIMILAR METHODS (DETAILED BYOTHERS) PRIOR TO RETAINING WALLS.

PROVIDE HOOP IRON HOLDING DOWNSTRAPS TO METAL DECK ROOF, TO BESPACED AT 1200mm CENTRES & BUILT

IN TO BRICKWORK 15 COURSES(1286mm) DOWN FROM TOP COURSE

GARAGE

56.10 m²29.96 m

GARAGE / STORE AREAPERIMETER

::

R.L 35.785

REMOTE SECTIONAL DOOR

CONCRETE @ 00c

PA

RA

PE

T W

ALL

SE

TBA

CK

20m

m O

FF B

OU

ND

AR

Y

AA5

WIND : N? ROOF : COLORBOND

CEILING LINED @ 32c

TAP

230 WIDE BRICKWORK OVER@ 28c ON (TB1) T-LINTLE.REFER TO ENG. DETAILS

1200GATE

1550GATE

CONCRETER.L 35.785

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &REPLACE WITH NEW 1.8mHIGH COLORBOND FENCEON 300 HIGH RETAINING WALL

UP

LAWNR.L 36.985

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &REPLACE WITH NEW 2.1mHIGH COLORBOND FENCE

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &REPLACE WITH NEW 2.1mHIGH COLORBOND FENCEON RETAINING WALL

920M/F

6 x

7.5

1

2

3

45

6 x

7.5

1800 HIGH FACE BRICKFENCE

100 x 6 EA SHELFANGLE OVER @ 28c

200 UB 18

200 UB 18

470 x 470 x 2.1m HIGH FACEBRICK PIER

EXTENT OF WESTERN REDCEDAR LINING TO GARAGEWALL SHOWN DOTTED

350 WIDE x 172 HIGHMASS FACE BRICK STEPS

1.0m HIGH SELECTEDBALUSTRADE

EXTENT OF CONCRETE CAVITYFILLED RETAINING WALL.TOP OF WALL @ 10c

RWP

RWP

EXTENT OF CONCRETE CAVITYFILLED RETAINING WALL SHOWN

DOTTED. TOP OF WALL @ 10c

AA5

CONCRETEDRIVEWAY

LANDSCAPING

1200 WIDECONCRETE

PATH LAN

DS

CA

PIN

G

LAWN

EXT.SHR

6

7

2821

1478

1.100

OF 6SHEET NoDESIGNED

DATE

SCALE

JOB No

DRAWN

CHECKED A.MICHAEL

aa n t h o n y m i c h a e l d e s i g n s

tel (08) 9349 4143mobile 0412 453438

[email protected]

52 osborne place stirlingp.o box 86 north perth wa 6906

A.MICHAELA.MICHAEL

NOTE:

THE CONTRACTOR MUST VERIFY ALL DIMENSIONSON SITE BEFORE COMMENCING ANY WORK. ANYDISCREPANCIES ARISING TO BE QUERIED. WRITTENDIMENSIONS GOVERN SCALES.

THIS DESIGN AND DRAWING SHALL ALWAYS REMAINTHE PROPERTY OF ANTHONY MICHAEL DESIGNS ANDMAY NOT BE FULLY OR PART OF REPRODUCED ORALTERED IN ANY WAY WITHOUT THE WRITTENPERMISSION OF THE PROPRIETORS.

COPYRIGHT

DATE REVISION

ISSUED FOR PLANNING APPROVAL

16.08.1818-1990

10.09.18

PROPOSED GARAGELOT 31 (Hse No. 5)OLIVE STREETNORTH PERTH

NOTE:ARCHITECTURAL DRAWINGS ARE TO BE READIN CONJUCTION WITH STRUCTURAL DRAWINGS.ANY DESCREPANCY BETWEEN THE TWODRAWINGS ARE TO BE HILITED TO THE DESIGNER

TIMBER BEAM NOTES

- ALL LVL BEAMS TO BE WESBEAM LVL, U.N.O- ALL STRUTTING BEAMS TO BE LATERALLY RESTRAINED IN ACCORDANCE WITH AS1684 AND TO MANUFACTURER'S SPECIFICATIONS

NOTE :ALL TIMBER FRAMING TO COMPLYWITH AS 1684 & BCA

NOTE :LOCATION OF DOWNPIPES ISINDICATIVE ONLY & MAY BECHANGED AT BUILDERS DISCRETION

A4

TOP OF FOOTINGS FOR PIERS & WALLSTO GARAGE @ -2c BELOW FINISHED

FLOOR LEVEL UNLESS OTHERWISE NOTED

BUILDER'S NOTE : BUILDER IS TO ENSURE THAT ANYEXISTING WALLS ARE ADEQUATLEYPROPPED USING SHORING OR OTHERSIMILAR METHODS (DETAILED BYOTHERS) PRIOR TO RETAINING WALLS.

PROVIDE HOOP IRON HOLDING DOWNSTRAPS TO METAL DECK ROOF, TO BESPACED AT 1200mm CENTRES & BUILT

IN TO BRICKWORK 15 COURSES(1286mm) DOWN FROM TOP COURSE

WIND : N? ROOF : COLORBOND

2.5m 0 1.25 2.5 5.0 7.50m

10.12.18 COUNCIL AMENDMENTS

ELEVATION E1 (PEACH STREET)

ELEVATIONS

COLORBOND ROOF @ 15deg PITCH

PARAPET WALL SETBACK20mm OFF BOUNDARY

LAWNR.L 36.985

920M/F

38c

25c28c

21c

CONCRETE @ 00c

REMOTE SECTIONALDOORGATE GATE

NATURAL GROUND LEVEL AT BOUNDARY

ELEVATION E2 (SIDE)

21c

28c

22c F A F A

28c

22c

28c

00c CONCRETE @ 00c (R.L 35.785)

14c

200 200

WESTERN RED CEDARLINING TO GARAGE WALL

350 WIDE x 172 HIGHMASS FACE BRICK STEPS

CONCRETE CAVITYFILLED RETAINING WALL.REFER TO ENG. DETAILS

-02c

FACE BRICKSCREEN WALL

FACE BRICK WALL

BARGE & CAPPING

FACE BRICK PIER

1.0m HIGH SELECTEDBALUSTRADE

10c

ELEVATION E3 (REAR)

1.0m HIGH SELECTEDBALUSTRADE

38c 38c

38c

WESTERN RED CEDARLINING TO GARAGE WALL

BARGE & CAPPING

NEW 2.1m HIGHCOLORBOND FENCEON RETAINING WALL

GARAGE FLOOR

NEW 2.1m HIGHCOLORBOND FENCE

COLORBOND ROOF @ 15deg PITCH

200

38c38c

200

21c

GARAGE FLOOR

C.L

F.L

32c

2743

FACE BRICK WALL

NEW 2.1m HIGHCOLORBOND FENCEON RETAINING WALL

ELEVATION E4 (SIDE)

C.L

F.L

32c

2743

C.L

F.L

32c

2743

00c (R.L 35.785)

C.L

F.L

32c27

43

ROSE

MIXER

NATURAL GROUND LEVEL

NATURAL GROUND LEVEL

NATURAL GROUND LEVEL

R.L 39.042

R.L 39.756

SCHEDULE OF FINISHESWALLS - FACE BRICK ( BRIKMAKERS RED SMOOTH, WHITE MORTAR) - WESTERN RED CEDAR TO MATCH EXISTING RESIDENCEROOF - WHITE COLORBOND ROOF TO MATCH EXISTING (WHITE)GUTTER & FASCIA -WHITE TO MATCH EXISTING RESIDENCEWINDOW FRAMES - WHITE TO MATCH EXISTING RESIDENCE

00c (R.L 35.785)

00c (R.L 35.785)

00c (R.L 35.785)

R.L 39.756

R.L 39.042

R.L 39.042

R.L 39.756

R.L 39.042

R.L 39.756

1.50

OF 6SHEET NoDESIGNED

DATE

SCALE

JOB No

DRAWN

CHECKED A.MICHAELaa n t h o n y m i c h a e l d e s i g n s

tel (08) 9349 4143mobile 0412 453438

[email protected]

52 osborne place stirlingp.o box 86 north perth wa 6906

A.MICHAELA.MICHAEL

NOTE:

THE CONTRACTOR MUST VERIFY ALL DIMENSIONSON SITE BEFORE COMMENCING ANY WORK. ANYDISCREPANCIES ARISING TO BE QUERIED. WRITTENDIMENSIONS GOVERN SCALES.

THIS DESIGN AND DRAWING SHALL ALWAYS REMAINTHE PROPERTY OF ANTHONY MICHAEL DESIGNS ANDMAY NOT BE FULLY OR PART OF REPRODUCED ORALTERED IN ANY WAY WITHOUT THE WRITTENPERMISSION OF THE PROPRIETORS.

COPYRIGHT

DATE REVISION

16.08.1818-1990

PROPOSED GARAGELOT 31 (Hse No. 5)OLIVE STREETNORTH PERTH

ISSUED FOR PLANNING APPROVAL10.09.18

NOTE:ARCHITECTURAL DRAWINGS ARE TO BE READIN CONJUCTION WITH STRUCTURAL DRAWINGS.ANY DESCREPANCY BETWEEN THE TWODRAWINGS ARE TO BE HILITED TO THE DESIGNER

TIMBER BEAM NOTES

- ALL LVL BEAMS TO BE WESBEAM LVL, U.N.O- ALL STRUTTING BEAMS TO BE LATERALLY RESTRAINED IN ACCORDANCE WITH AS1684 AND TO MANUFACTURER'S SPECIFICATIONS

NOTE :ALL TIMBER FRAMING TO COMPLYWITH AS 1684 & BCA

NOTE :LOCATION OF DOWNPIPES ISINDICATIVE ONLY & MAY BECHANGED AT BUILDERS DISCRETION

TOP OF FOOTINGS FOR PIERS & WALLSTO GARAGE @ -2c BELOW FINISHED

FLOOR LEVEL UNLESS OTHERWISE NOTED

BUILDER'S NOTE : BUILDER IS TO ENSURE THAT ANYEXISTING WALLS ARE ADEQUATLEYPROPPED USING SHORING OR OTHERSIMILAR METHODS (DETAILED BYOTHERS) PRIOR TO RETAINING WALLS.

PROVIDE HOOP IRON HOLDING DOWNSTRAPS TO METAL DECK ROOF, TO BESPACED AT 1200mm CENTRES & BUILT

IN TO BRICKWORK 15 COURSES(1286mm) DOWN FROM TOP COURSE

WIND : N? ROOF : COLORBOND

COUNCIL AMENDMENTS10.12.18

SECTIONS 01A5

COLORBOND CAPPINGTO PARAPET WALL

00c (R.L 35.785)

C.L

F.L

32c

SECTION A - A

REINF. CONC SLAB AND FOOTINGS.REFER TO ENG. DETAILS.

CONCRETE @ 00c

GARAGE

STANDARD ROOF CONSTRUCTION AS PER A.S 1684

COLORBOND ROOF @ 15deg PITCH

2743

-02c

00c

28c

32c

38c

28c

25c

32c

CONCRETE @ 00c

300

WESTERN RED CEDARLINING TO GARAGE WALL

REMOVE EXISTING 1.65m HIGHTIMBER PICKET FENCE &REPLACE WITH NEW 1.8mHIGH COLORBOND FENCEON RETAINING WALL

PARAPET WALL SETBACK20mm OFF BOUNDARY

300 WIDE x 100 HIGHBOX GUTTER

200 45 LVL

ADEQUATLEY PARGE WALLWHERE FLOOR LEVEL ISBELOW GROUND LEVEL