12
301 . 5 4 6 . 9 301 . 5 46 . 9 10 42 . 5 15 7 0 20m 10m 30m PLANNING & SURVEY SOLUTIONS ® 10 1.4154ha 9 11 222 Machinery Display Area & ACROD bay Proposed Parking Fence 1.8m high Proposed Colorbond Existing Fence 1.8m high Existing Fence 1.8m high Existing Fence 1.8m high Driveway Existing 1 2 3 5 6 7 Used for Assembly Existing Sheds to be Machinery Storage Display Area Fence 1.8m high Existing Colorbond Fence 1.8m high Proposed Colorbond (2.5m high) 40ft Sea Containers Proposed 2x Storage Area Machinery Assembly 11 28 10 . 5 16 7 14 98m² 308m² 168m² 1655m² P a ti o 55 3 6 2 4 4 3 bays Truck Parking 1 2 3 8 . 8 1 7 . 5 NOTE: This plan has been prepared for planning purposes. Areas, Contours and Dimensions shown are subject to survey | Scale 1:1000@A3 | Date 26/02/18 | Revision E any form whatsover is prohibited Unauthorised use of this document in engagement for the commission. and in accordance with the terms of purpose for which it was commissioned The document may only be used for the property of HARLEY DYKSTRA. This document is and shall remain the COPYRIGHT: E: [email protected] T: 08 9495 1947 FORRESTDALE WA 6112 1/2 Hensbrook Loop, PERTH WA 6000 Lvl 1, 252 Fitzgerald St PERTH & FORRESTDALE: ALBANY | BUNBURY | BUSSELTON | FORRESTDALE | PERTH PLAN DEVELOPMENT SITE MARTIN Lot 10 (No.7) Bygum Lane | Plan No. 21401-01D | Drawn JW | Checked MM LEGEND Existing Structures Development Application Structures subject to retrospective B YGUM L ANE G O S N ELL S R OAD E A S T 5 5 6 6 . 9 8 6 . 5 14 . 5 3 . 5 15 . 05 16 . 51 15 . 7 2 13 . 46 OCM 14 AUGUST 2018 APPENDIX 13.2.6A

DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

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Page 1: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

301.5

46.9

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13.46

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 2: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

301.5

46.9

301.5

46.9

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15

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²

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13.46

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 3: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

PLANNING & SURVEY SOLUTIONS

®

0 2m1m 3m

DWELLINGCARETAKERS OFFICE

Kitchen/DiningCommunal

RoomBoardBathroom

(2 bays)Carport

BathroomPrivate

Bed

Living

DiningL'dryStudyWIR

Entry

FLOOR PLAN

MARTIN

Lot 10 (No.7) Bygum Lane

NOTE: This plan has been prepared for planning purposes. Areas, Contours and Dimensions shown are subject to survey

|Revision A

|Scale 1:100@A3

21401-03|Plan No.

|Date 12/02/18

|Drawn BdR

|Checked MMany form whatsover is prohibited

Unauthorised use of this document in

engagement for the commission.

and in accordance with the terms of

purpose for which it was commissioned

The document may only be used for the

property of HARLEY DYKSTRA.

This document is and shall remain the

COPYRIGHT:

E: [email protected]

T: 08 9495 1947

FORRESTDALE WA 6112

1/2 Hensbrook Loop,

PERTH WA 6000

Lvl 1, 252 Fitzgerald St

PERTH & FORRESTDALE:

ALBANY | BUNBURY | BUSSELTON | FORRESTDALE | PERTH

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 4: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

S

I

T

E

B

O

U

N

D

A

R

Y

3

0

1

.

5

5

m

S

I

T

E

B

O

U

N

D

A

R

Y

3

0

1

.

5

5

m

S

I

T

E

B

O

U

N

D

A

R

Y

4

6

.

9

3

m

S

I

T

E

B

O

U

N

D

A

R

Y

4

6

.

9

3

m

SCALE 1:1000

SITE PLAN

-

1

3

5

0

0

1

5

0

5

0

1

5

7

1

6

1

3

4

6

0

1

6

5

0

5

S

U

M

M

E

R

S

U

N

S

U

N

W

I

T

N

E

R

H

O

T

D

RY

W

I

N

D

S

P

R

E

V

AIL

I

N

G

W

I

N

D

&

R

A

I

N

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A01 A09

118784

AS SHOWN AT A3

MJV

Feb-18

BUILDER NOTE

OVERALL DIMENSIONS MAY CHANGE

SLIGHTLY TO SUIT SELECTED MATERIALS

AND FINISHES

INTERNAL MEASUREMENTS TO

STRUCTURAL SURFACE ONLY UNO. DOES

NOT INCLUDE ALLOWANCE FOR

CLADDING/LINING THICKNESS ETC

DISCLAIMER

PLEASE NOTE THAT WHILE ALL CARE WAS

TAKEN IN PREPARING THIS SET OF PLANS AND

ELEVATIONS, ANY CONSTRUCTION WORK,

ALTERATIONS OR RENOVATIONS SHOULD BE

RE-CHECKED BEFORE COMMENCING ANY

WORK TO ENSURE ACCURACY.

DISCREPANCIES SHOULD BE RESOLVED

IMMEDIATELY.

BUILDING REQUIREMENTS NOTE

ALL WORKS TO BE CARRIED OUT IN

ACCORDANCE WITH THE LATEST BCA, LOCAL

GOVERNMENT REQUIREMENTS AND THE

AUSTRALIAN STANDARDS

ENGINEER NOTE

THESE DRAWINGS ARE TO BE READ IN

CONJUNCTION WITH STRUCTURAL ENGINEERS

DRAWINGS

GENERAL

1. CHECK DIMENSIONS. DO NOT SCALE

2. READ IN CONJUNCTION WITH ENGINEERING DRAWINGS.

3. A COPY OF THIS DRAWING IS TO BE ON SITE DURING CONSTRUCTION.

4. THE LATEST EDITION OF ALL AUSTRALIAN STANDARDS SHALL APPLY.

5. BUILDER TO COMPLETE ALL TIMBER WORKS ACCORDING TO AS1684

INCLUDING MEMBER CONNECTIONS AND TIE DOWN REQUIREMENTS.

6. ALL CONSTRUCTION TO BE ACCORDING TO THE BCA DEEMED - TO -

SATISFY REQUIREMENTS UNO.

BASIC DESIGN NOTES AND INFORMATION

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 5: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

A03

2

A03

1

A04

A

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

RIDGE

ROLLER DOOR ROLLER DOOR ROLLER DOOR ROLLER DOOR

C

O

L

C

O

L

TR

US

S O

VE

R

C

O

L

16050

SHED 1

40004000400040004000400040004000

10

05

0

OV

ER

AL

L

32

40

33

15

32

40

16115

SHED 2

42515

OVERALL

PA DOOR PA DOOR

PA DOORS

TR

US

S O

VE

R

C

O

L

C

O

L

C

O

L

C

O

L

BEAM OVER

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TRUSS OVER

ROLLER DOOR

ROLLER DOOR

PURLIN OVER

PURLIN OVER

PURLIN OVER

PURLIN OVER

PURLIN OVER

PURLIN OVER

PURLIN OVER

C

O

L

C

O

L

10350

SHED 3

50505050

42515

OVERALL

A03

3

A03

4

A04

B

49

00

49

50

10

05

0

OV

ER

AL

L

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A02 A09

118784

AS SHOWN AT A3

MJV

Feb-18

BUILDER NOTE

OVERALL DIMENSIONS MAY CHANGE

SLIGHTLY TO SUIT SELECTED MATERIALS

AND FINISHES

INTERNAL MEASUREMENTS TO

STRUCTURAL SURFACE ONLY UNO. DOES

NOT INCLUDE ALLOWANCE FOR

CLADDING/LINING THICKNESS ETC

DISCLAIMER

PLEASE NOTE THAT WHILE ALL CARE WAS

TAKEN IN PREPARING THIS SET OF PLANS AND

ELEVATIONS, ANY CONSTRUCTION WORK,

ALTERATIONS OR RENOVATIONS SHOULD BE

RE-CHECKED BEFORE COMMENCING ANY

WORK TO ENSURE ACCURACY.

DISCREPANCIES SHOULD BE RESOLVED

IMMEDIATELY.

CO

NT

IN

UA

TIO

N B

ELO

W

CO

NT

IN

UA

TIO

N A

BO

VE

SCALE 1:100

FLOOR PLAN - SHED 1, 2, 3

-

1

SHED 1 - 3

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 6: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

A02

1

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

TRIMDEK WALL

SHEETING

TRIMDEK ROOF

SHEETING

ROLLER DOOR

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

A02

4

42

00

51

80

COLOURBOND SHEET

METAL CLADDING

COLOURBOND FLASHING

CUSTOM ORB WALL

SHEETING

FLOOR LEVEL

OVERALL HEIGHT

SCALE 1:100

ELEVATION

A02

3

COLOURBOND

GUTTER

TRIMDEK WALL

SHEETING

TRIMDEK ROOF

SHEETING

CUSTOM ORB WALL

SHEETING

FLOOR LEVEL

PITCHING POINT

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

OVERALL HEIGHT

36

00

48

00

SCALE 1:100

ELEVATION

A02

2

COLOURBOND FLASHING

CUSTOM ORB WALL

SHEETING

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A03 A09

118784

AS SHOWN AT A3

MJV

Feb-18

CO

NT

IN

UA

TIO

N B

ELO

W

CO

NT

IN

UA

TIO

N A

BO

VE

SHED 1 - 3

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 7: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

A05

3

FLOOR LEVEL

PITCHING POINT

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

3600

SCALE 1:50

SECTION

A02

A

COLOURBOND SHEET

METAL ROOF

TOP HAT SECTION BATTENS

FABRICATED GUSSET PLATES

C SECTION TRUSS

C SECTION COLUMNS

REINFORCED CONCRETE SLAB

COLUMNS BOLTED TO

CONCRETE SLAB

A05

2

ROLLER DOOR

A05

1

FLOOR LEVEL

PITCHING POINT

4200

COLOURBOND SHEET

METAL CLADDING

COLOURBOND SHEET

METAL ROOF

C SECTION PURLINS

FULLY WELDED

FABRICATED TRUSS

SQUARE HOLLOW SECTION

COLUMNS

REINFORCED CONCRETE SLAB

COLUMNS BOLTED TO

CONCRETE SLAB

COLOURBOND GUTTER

A05

1

SIM

A05

4

A05

5

STEEL FRAMED SLIDERS

WITH SHEET METAL

CLADDING

SCALE 1:50

SECTION

A02

B

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A04 A09

118784

AS SHOWN AT A3

MJV

Feb-18

SHED 1 - 3

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 8: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

COLOURBOND RIDGE CAPPING

PROPRIETARY RIDGE

BRACKET (GALV)

C SECTION TRUSS (C150 GALV )

COLOURBOND SHEET

METAL ROOF

TOP HAT SECTION BATTENS

BOLTED

CONNECTIONS

SCREWED CONNECTION

SCALE 1:20

DETAIL

A04

3

GALVANISED COLUMN

REINFORCED

CONCRETE

SLAB

TOPHAT SECTION GIRT

SELECTED COLOURBOND

CLADDING

BASE CLEAT - FABR. OR

PROP ITEM FIXINGS

FLOOR LEVEL

GROUND LEVEL

SCALE 1:20

DETAIL

A04

1

BOLTED

CONNECTIONS

SCREWED CONNECTION

COLOURBOND SHEET

METAL ROOF

PROPRIETARY RIDGE

BRACKET (GALV)

BOLTED

CONNECTIONS

C SECTION TRUSS

(C150 GALV )

C SECTION COLUMN

(C150 GALV )

COLOURBOND SHEET

METAL WALL CLADDING

COLOURBOND GUTTER

TOP HAT SECTION BATTENS

TOP HAT SECTION GIRTS

SCALE 1:20

DETAIL

A04

2

SCREWED CONNECTION

COLOURBOND SHEET

METAL ROOF

COLOURBOND SHEET

METAL WALL CLADDING

COLOURBOND GUTTER

C SECTION PURLINS

TOP HAT SECTION GIRTS

BOLTED CONNECTION

CLEAT WELDED TO TRUSS

FULLY WELDED

FABRICATED TRUSS

BOLTED

CONNECTION

100 SQUARE HOLLOW SECTION

COLUMNS

SCALE 1:20

DETAIL

A04

4

FULLY WELDED FABRICATED

TRUSS

BOLTED CONNECTION

SCREWED CONNECTION

C SECTION PURLINS

BOLTED CONNECTION

COLOURBOND SHEET

METAL ROOF

STEEL BEAM

FULLY WELDED

FABRICATED TRUSS

BOLTED

CONNECTION

100 SQUARE HOLLOW SECTION

COLUMNS

GUSSET PLATE WELDED TO

BEAM, BOLTED TO TRUSS

COLOURBOND SHEET

METAL WALL CLADDING

SCALE 1:20

DETAIL

A04

5

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A05 A09

118784

AS SHOWN AT A3

MJV

Feb-18

SHED 1 - 3

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 9: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

C

O

L

ROLLER DOOR ROLLER DOOR ROLLER DOOR ROLLER DOOR ROLLER DOOR

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

TR

US

S O

VE

R

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

BATTEN OVER

PA DOOR PA DOOR

C

O

L

C

O

L

SCALE 1:100

FLOOR PLAN

-

1

3000 3000 3000 3000 3000

15165

OVERALL

35

00

35

00

72

50

OV

ER

AL

L

A07

A

-

2

-

1

-

3

-

4

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

1

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

34

00

43

00

ROLLER DOOR

TRIMDEK WALL SHEETING

TRIMDEK ROOF

SHEETING

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

3

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

TRIMDEK WALL SHEETING

TRIMDEK ROOF

SHEETING

FLOOR LEVEL

PITCHING POINT

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

2

COLOURBOND FLASHING

FLOOR LEVEL

PITCHING POINT

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

4

COLOURBOND FLASHING

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A06 A09

118784

AS SHOWN AT A3

MJV

Feb-18

BUILDER NOTE

OVERALL DIMENSIONS MAY CHANGE

SLIGHTLY TO SUIT SELECTED MATERIALS

AND FINISHES

INTERNAL MEASUREMENTS TO

STRUCTURAL SURFACE ONLY UNO. DOES

NOT INCLUDE ALLOWANCE FOR

CLADDING/LINING THICKNESS ETC

DISCLAIMER

PLEASE NOTE THAT WHILE ALL CARE WAS

TAKEN IN PREPARING THIS SET OF PLANS AND

ELEVATIONS, ANY CONSTRUCTION WORK,

ALTERATIONS OR RENOVATIONS SHOULD BE

RE-CHECKED BEFORE COMMENCING ANY

WORK TO ENSURE ACCURACY.

DISCREPANCIES SHOULD BE RESOLVED

IMMEDIATELY.

SHED 4

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 10: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

-

3

FLOOR LEVEL

PITCHING POINT

COLOURBOND SHEET

METAL CLADDING

COLOURBOND GUTTER

3400

SCALE 1:50

SECTION

A06

A

COLOURBOND SHEET

METAL ROOF

TOP HAT SECTION BATTENS

FABRICATED GUSSET PLATES

C SECTION TRUSS

C SECTION COLUMNS

REINFORCED CONCRETE SLAB

COLUMNS BOLTED TO

CONCRETE SLAB

-

2

ROLLER DOOR

-

1

GALVANISED COLUMN

REINFORCED

CONCRETE

SLAB

TOPHAT SECTION GIRT

SELECTED COLOURBOND

CLADDING

BASE CLEAT - FABR. OR

PROP ITEM FIXINGS

FLOOR LEVEL

GROUND LEVEL

SCALE 1:20

DETAIL

-

1

BOLTED

CONNECTIONS

COLOURBOND RIDGE CAPPING

PROPRIETARY RIDGE

BRACKET (GALV)

C SECTION TRUSS (C150 GALV )

COLOURBOND SHEET

METAL ROOF

TOP HAT SECTION BATTENS

BOLTED

CONNECTIONS

SCREWED CONNECTION

SCALE 1:20

DETAIL

-

3

SCREWED CONNECTION

COLOURBOND SHEET

METAL ROOF

PROPRIETARY RIDGE

BRACKET (GALV)

BOLTED

CONNECTIONS

C SECTION TRUSS

(C150 GALV )

C SECTION COLUMN

(C150 GALV )

COLOURBOND SHEET

METAL WALL CLADDING

COLOURBOND GUTTER

TOP HAT SECTION BATTENS

TOP HAT SECTION GIRTS

SCALE 1:20

DETAIL

-

2

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A07 A09

118784

AS SHOWN AT A3

MJV

Feb-18

BUILDER NOTE

OVERALL DIMENSIONS MAY CHANGE

SLIGHTLY TO SUIT SELECTED MATERIALS

AND FINISHES

INTERNAL MEASUREMENTS TO

STRUCTURAL SURFACE ONLY UNO. DOES

NOT INCLUDE ALLOWANCE FOR

CLADDING/LINING THICKNESS ETC

DISCLAIMER

PLEASE NOTE THAT WHILE ALL CARE WAS

TAKEN IN PREPARING THIS SET OF PLANS AND

ELEVATIONS, ANY CONSTRUCTION WORK,

ALTERATIONS OR RENOVATIONS SHOULD BE

RE-CHECKED BEFORE COMMENCING ANY

WORK TO ENSURE ACCURACY.

DISCREPANCIES SHOULD BE RESOLVED

IMMEDIATELY.

SHED 4

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 11: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

BE

AM

O

VE

R

BE

AM

O

VE

R

BE

AM

O

VE

R

BE

AM

O

VE

R

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

BEAM OVER

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

C

O

L

BR

AC

E

BR

AC

E

BR

AC

E

SCALE 1:100

FLOOR PLAN

-

1

8790

6590 6390 4490

17560

8880

-

3

-

4

-

2

-

1

A09

A

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

1

2400

3000

COLOURBOND SHEET

METAL ROOF

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

4

29

00

35

00

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

2

24

00

30

00

FLOOR LEVEL

PITCHING POINT

OVERALL HEIGHT

SCALE 1:100

ELEVATION

-

3

COLOURBOND SHEET

METAL ROOF

29

00

35

00

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A08 A09

118784

AS SHOWN AT A3

MJV

Feb-18

BUILDER NOTE

OVERALL DIMENSIONS MAY CHANGE

SLIGHTLY TO SUIT SELECTED MATERIALS

AND FINISHES

INTERNAL MEASUREMENTS TO

STRUCTURAL SURFACE ONLY UNO. DOES

NOT INCLUDE ALLOWANCE FOR

CLADDING/LINING THICKNESS ETC

DISCLAIMER

PLEASE NOTE THAT WHILE ALL CARE WAS

TAKEN IN PREPARING THIS SET OF PLANS AND

ELEVATIONS, ANY CONSTRUCTION WORK,

ALTERATIONS OR RENOVATIONS SHOULD BE

RE-CHECKED BEFORE COMMENCING ANY

WORK TO ENSURE ACCURACY.

DISCREPANCIES SHOULD BE RESOLVED

IMMEDIATELY.

PATIO

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A

Page 12: DEVELOPMENT SITE PLAN · 2019-03-26 · site boundary 301.55m site boundary 301.55m site boundary 46.93m scale 1:1000 site boundary 46.93m site plan-1 3500 15050 15716 13460 16505

FLOOR LEVEL

PITCHING POINT

2400

SCALE 1:50

SECTION

A08

A

COLOURBOND SHEET

METAL ROOF

FABRICATED GUSSET PLATES

C SECTION TRUSS

SHS COLUMNS

PAVING

-

2

MASS CONCRETE FOOTINGS

C SECTION PURLIN

-

1

COLOURBOND SHEET

METAL ROOF

PROPRIETARY RIDGE

BRACKET (GALV)

BOLTED

CONNECTIONS

C SECTION TRUSS

(C1200 GALV )

100 SHS COLUMN

SCALE 1:20

DETAIL

-

2

SCREWED CONNECTION

BOLTED CONNECTIONS

C SECTION PURLIN

COLOURBOND RIDGE CAPPING

PROPRIETARY RIDGE

BRACKET (GALV)

C SECTION TRUSS (C200 GALV )

COLOURBOND SHEET

METAL ROOF

C SECTION PURLIN

BOLTED CONNECTIONS

SCREWED CONNECTION

SCALE 1:20

DETAIL

-

1

BOLTED CONNECTIONS

THE COPYRIGHT OF THIS DRAWING OR PART THEREOF BELONGS TO MJ DRAFTING & DESIGNS AND MUST NOT BE RETAINED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DISCLAIMER : PLEASE NOTE THAT WHILE ALL CARE WAS TAKEN IN PREPARING THIS SET OF DRAWINGS,

ANY CONSTRUCTION WORK, ALTERATIONS OR RENOVATIONS SHOULD BE RE-CHECKED BEFORE COMMENCING ANY WORK TO ENSURE ACCURACY. DISCREPANCIES SHOULD BE RESOLVED IMMEDIATELY. BEFORE ANY NEW CONSTRUCTION ALTERATIONS OR SHOP FABRICATION ISCOMMENCED THE CONTRACTOR MUST CHECK ALL DRAWINGS AND DIMENSIONS AGAINST THE INTENT OF THE DRAWING AND NOTIFY THE SUPERINTENDENT OF ANY DISCREPANCIES OR OMISSIONS THAT WILL INHIBIT OR PREVENT THE SATISFACTORY PERFORMANCE OF THE WORK.

CONTRACTORS SHALL CARRY OUT ALL WORK IN ACCORDANCE WITH CURRENT BCA AND AUST. STANDARDS. DO NOT SCALE

REV No:

JOB No:

SITE:

CLIENT:

DWG No:

DRN BY:

DATE:

CHK BY:

DATE:

Ph: 0414 705 197

E: [email protected]

MJ Drafting & Designsturning lines into visions

SCALE:

h:\mj drafting & design\aa - projects\2018\18784 bygum lane\18784-byg-aw.dwg19-July-16

OF

CLIENT CHK BY:

REV DATEREVISION

BY

1 - PLAN FOR APPROVAL MV

EXISTING STRUCTURES

LOT 10 (#26) BYGUM LANE

MARTIN

LANDPOINT HOLDINGS

A09 A09

118784

AS SHOWN AT A3

MJV

Feb-18

BUILDER NOTE

OVERALL DIMENSIONS MAY CHANGE

SLIGHTLY TO SUIT SELECTED MATERIALS

AND FINISHES

INTERNAL MEASUREMENTS TO

STRUCTURAL SURFACE ONLY UNO. DOES

NOT INCLUDE ALLOWANCE FOR

CLADDING/LINING THICKNESS ETC

DISCLAIMER

PLEASE NOTE THAT WHILE ALL CARE WAS

TAKEN IN PREPARING THIS SET OF PLANS AND

ELEVATIONS, ANY CONSTRUCTION WORK,

ALTERATIONS OR RENOVATIONS SHOULD BE

RE-CHECKED BEFORE COMMENCING ANY

WORK TO ENSURE ACCURACY.

DISCREPANCIES SHOULD BE RESOLVED

IMMEDIATELY.

PATIO

RETROSPECTIVE APPROVAL

DRAWINGS ONLY

DRAWINGS HAVE BEEN PREPARED FROM DETAILS ON SITE AS AS-BUILT

AND FOR THE USE OF RETROSPECTIVE/ BUILDING APPROVAL ONLY.

UNLESS NOTED, THESE PLANS ARE NOT STRUCTURALLY CERTIFIED

AND ARE NOT TO BE USED IN THE CONSTRUCTION OF ANY STRUCTURE

OCM 14 AUGUST 2018 APPENDIX 13.2.6A