application for planning approval · application for planning approval land use planning and...

Application for Planning Approval

Land Use Planning and Approvals Act 1993

RON SANDERSON GENERAL MANAGER

APPLICATION NO.

DA2020/55 LOCATION OF AFFECTED AREA 1 BLACKLOW COURT, BRIGHTON DESCRIPTION OF DEVELOPMENT PROPOSAL

DWELLING

THE APPLICATION MAY BE VIEWED AT

www.brighton.tas.gov.au AND AT THE COUNCIL OFFICES,

1 TIVOLI ROAD, OLD BEACH, BETWEEN 8:15 A.M. AND

4:45 P.M., MONDAY TO FRIDAY. ANY PERSON MAY

MAKE WRITTEN REPRESENTATIONS CONCERNING

AN APPLICATION UNTIL 4:45 P.M. ON 17/4/2020.

ADDRESSED TO THE GENERAL MANAGER AT 1 TIVOLI

ROAD, OLD BEACH, 7017 OR BY EMAIL AT

[email protected]. REPRESENTATIONS

SHOULD INCLUDE A DAYTIME TELEPHONE NUMBER

TO ALLOW COUNCIL OFFICERS TO DISCUSS, IF

NECESSARY, ANY MATTERS RAISED.

http://www.brighton.tas.gov.au/

mailto:[email protected]

BUILDING DRAWINGS

No DRAWING

01 SITE PLAN

02 SITE DRAINAGE PLAN

04 FLOOR PLAN

05 DOOR AND WINDOW SCHEDULES

06 ELEVATIONS

07 ELEVATIONS

08 ROOF PLAN

GENERAL PROJECT INFORMATION

TITLE REFERENCE: 137/178347

SITE AREA: 535m2

DESIGN WIND SPEED: N2

SOIL CLASSIFICATION: M

CLIMATE ZONE: 7

ALPINE AREA: NO

CORROSIVE ENVIRONMENT: NO

BAL RATING: LOW

OTHER KNOWN HAZARDS: NONE KNOWN

FLOOR AREA 111.30 m2 ( 11.97 SQUARES )

SHED AREA 42.00 m2 ( 4.52 SQUARES )

153.30 16.48

p(h)+

Accredited Building Practitioner: Frank Geskus -No CC246A

160 New Town Road, New Town, Hobart 7008

info@ primedesigntas.com.au primedesigntas.com.au 03 6228 4575

p(l) + 10 Goodman Court , Invermay Launceston 7248

03 6332 3790

MARCH 2020

PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON

PLANNING

K. DUNCANPD19307

SHED DRAWINGS

No DRAWING

SH01 SHED PLAN

SH02 ELEVATIONS

57

57

56.75

56.75

57.25

57.2

5

57.5

0

57.5

0

5400

POWER

CONN.

TESTRA

CONN.

STORMWATER

CONNECTION

SEWER

CONNECTION

DATUM

SEWER MANHOLE

RL 56.69

STORMWATER

MANHOLE

TELSTRA PIT

ELEC. TURRET

SIDE

ENTRY PIT

LIGHT

POLE

SIDE

ENTRY PIT

SIDE

ENTRY

PIT

KERB ED

GE

KERB E

DGE

KER

B E

DG

E

LILL

IE S

TREE

T

BLACKLOW C

OUR

T

PROPOSED

RESIDENCE

FFL: 57.200

DRIVEWAY

22.50m2

FOOTPATH

7.80m2

30.0° N

WATER

CONN.

P.O.S.

FOOTPATH

10.34m2

CL

4500

5322

3000

4111

5365

4598

BOUN

DARY 2

5.44 m

BOUNDARY 25.16

m

BO

UND

AR

Y 8

.08 m

BOUN

DAR

Y 18.

21 m

BOUNDARY 14

.50 m

PIP

ELIN

E & S

ERVIC

ES

EASEMENT 'L

' 2.5

0 m

WID

EPIP

ELIN

E &

SER

VIC

ES

EASEM

ENT 'L' 2.5

0 m

WID

E

ORG RL

57.050

1046

PROPOSED CROSSOVER TO

COUNCIL REQUIREMENTS

700017

31

1155

PROPOSED SHED

FFL 57.200

Scale:

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Accredited building practitioner: Frank Geskus -No CC246A

10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au

Project:

Client name:

Drafted by: Approved by:

1 : 200

SITE PLAN

PD19307 01

17.03.2020

PLANNING

A


K. DUNCAN

F.G.G.D.D.H.

0 10 20 m

0

10

1 : 200

SITE PLAN

GENERAL NOTES

• CHECK & VERIFY ALL DIMENSIONS & LEVELS ON SITE

• WRITTEN DIMENSIONS TO TAKE PREFERENCE OVER SCALED

• ALL WORK TO BE STRICTLY IN ACCORDANCE WITH NCC 2019, ALL

S.A.A.. CODES & LOCAL AUTHORITY BY-LAWS

• ALL DIMENSIONS INDICATED ARE FRAME TO FRAME AND DO NOT

ALLOW FOR WALL LININGS

• CONFIRM ALL FLOOR AREAS

• ALL PLUMBING WORKS TO BE STRICTLY IN ACCORDANCE WITH

A.S. 3500 & APPROVED BY COUNCIL INSPECTOR

• BUILDER/PLUMBER TO ENSURE ADEQUATE FALL TO SITE

CONNECTION POINTS IN ACCORDANCE WITH A.S. 3500 FOR

STORMWATER AND SEWER BEFORE CONSTRUCTION COMMENCES

• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE

ENGINEER'S STRUCTURAL DRAWINGS

• ALL WINDOWS AND GLAZING TO COMPLY WITH A.S. 1288 & A.S.

2047

• ALL SET OUT OF BUILDINGS & STRUCTURES TO BE CARRIED OUT

BY A REGISTERED LAND SURVEYOR AND CHECKED PRIOR TO

CONSTRUCTION

• IF CONSTRUCTION OF THE DESIGN IN THIS SET OF DRAWINGS

DIFFER FROM THE DESIGN AND DETAIL IN THESE AND ANY

ASSOCIATED DOCUMENTS BUILDER AND OWNER ARE TO NOTIFY

DESIGNER

• BUILDER'S RESPONSIBILITY TO COMPLY WITH ALL PLANNING

CONDITIONS

• BUILDER TO HAVE STAMPED BUILDING APPROVAL DRAWINGS AND

PERMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION

• CONSTRUCTION TO COMPLY WITH AS 3959, READ IN CONJUNCTION

WITH BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT REPORT.

SITE DETAIL

HORIZONTAL DATUM IS ARBITRARY

VERTICAL DATUM IS ARBITRARY

WARNINGS:

THE DETAIL SHOWN / RECORDED

• MAY ONLY BE CORRECT AT THE DATE OF SURVEY.

• IS NOT A COMPLETE REPRESENTATION OF ALL SURFACE AND

UNDERGROUND DETAIL.

• SHOULD ONLY BE USED FOR THE PURPOSES INTENDED.

THE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AS INDICATED BY SURFACE FEATURES.

PRIOR TO ANY CONSTRUCTION REFER TO RELEVANT AUTHORITIES

FOR DETAILED LOCATION OF ALL SERVICES.

CONTOUR INTERVAL 0.25m

THIS PROJECT HAS BEEN DETERMINED TO HAVE A

BUSHFIRE ATTACK LEVEL (BAL) OF - BAL LOW

ALL CONSTRUCTION MUST COMPLY WITH AS3959.

THERE ARE NO CONSTRUCTION REQUIREMENTS FOR BAL LOW

57

57

56.75

56.75

57.25

57.2

5

57.5

0

57.5

0

POWER

CONN.

TESTRA

CONN.

STORMWATER

CONNECTION

SEWER

CONNECTION

DATUM

SEWER MANHOLE

RL 56.69

STORMWATER

MANHOLE

TELSTRA PIT

ELEC. TURRET

SIDE

ENTRY PIT

LIGHT

POLE

SIDE

ENTRY PIT

SIDE

ENTRY

PIT

KERB ED

GE

KERB E

DGE

KER

B E

DG

E

LILL

IE S

TREE

T

BLACKLOW C

OUR

T

PROPOSED

RESIDENCE

FFL: 57.200

TOP O

F B

ATTER

TOP O

F BATT

ER

TO

P O

F B

ATTER

TOE O

F B

ATTER

TOE

OF BATT

ER

TOE O

F B

ATTER

CONNECT SEWER TO

TASWATER SEWER

CONNECTION

CONNECT STORMWATER

TO COUNCIL STORMWATER

CONNECTION

100ø AG DRAIN

100mm FROM

BASE OF BATTER

PIT

PIT

PIT

DRIVEWAY

BOUNDARY 14

.50 m

B'D

RY

8.0

8 m

PIP

ELIN

E & S

ERVIC

ES

EASEMENT 'L

' 2.5

0 m

WID

EPIP

ELIN

E &

SER

VIC

ES

EASEM

ENT 'L' 2.5

0 m

WID

EORG RL

57.050

WATER

CONN.

BOUN

DARY 2

5.44 m

BOUNDARY 25.16

m

BOUN

DAR

Y 18.

21 m

LEGEND

PLUMBING NOTES:

ALL DRAINAGE WORK SHOWN IS PROVISIONAL

ONLY AND IS SUBJECT TO AMENDMENT TO

COMPLY WITH THE REQUIREMENTS OF THE LOCAL

AUTHORITIES.

ALL WORK IS TO COMPLY WITH THE

REQUIREMENTS

OF AS 3500 & THE TASMANIAN PLUMBING CODE.

AND MUST BE CARRIED OUT BY A LICENCED

TRADESMAN ONLY.

450x450 SURFACE DRAINAGE PITPIT

40

0 M

IN.

400 MIN.

EMBANKMENT

GEOTEXTILE

FILTER

AG DRAIN @ MIN.

1% GRADIENT

CRUSHED

ROCK

PERVIOUS

BACKFILL

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Project:

Client name:


As indicated

SITE DRAINAGE PLAN

PD19307 02

17.03.2020

PLANNING

A


K. DUNCAN

F.G.G.D.D.H.

1 : 200

SITE DRAINAGE PLAN

0 10 20 m

0

10

NTS

TYPICAL AG DRAIN DETAIL

LILLIE STREET

BLACKLO

W

CO

URT

100000

100000


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Client name:



1 : 1000

F.G.G.D.D.H.

LOCALITY PLAN

PD19307 -03

17.03.2020


PLANNING

K. DUNCAN

A

THIS SITE IS ZONED GENERAL RESIDENTIAL AND REQUIRESE A BUSHFIRE ASSESSMENT.

RESIDENCE IS OVER 100m FROM UNMANAGED BUSH/GRASSLANDS GREATER THAN 1 HECTARE.

REFER TO BUSHFIRE ASSESSMENT REPORT FOR DETAILS

1 : 1000

LOCALITY PLAN

240v SMOKE ALARM

EXHAUST FAN-VENT TO

OUTSIDE AIR.

CAVITY SLIDING DOOR

SLIDING DOOR

FLOOR WASTE

LEGEND

CSD

S/D

90x90 F7 T.P. TAN E COLUMNCOL

GLASS SCREENG.S.

HOT WATER CYLINDERHWC

FW

1316

090

0

8890

1090

3490

8580

90

0

1290 7600

500 8390

1

2

3

4 5

67

8

W1 W2 W3

W4

W5W6W7

W8

W9

W10

LIVING

KITCHEN

DINING

BED 1

BED 2

BED 3

ENS. LIN.

ROBE ROBE

L'DRY

ROBE

LI.

BATH

HALL

W/C

VAN.

SHR

CSD

G.S.

G.S.

BATH

W/C

VAN.

SHR

TRW/M

CUP

'D

720

520

FR

H/P

SINK

B/BAR

DW

P'TRY

HW

C

COL C

OL

FW

S/D

0.9x

1.2

0.9x

1.2

3630 1200 3560

140

60

240 3520 90 3510 240

240 120090

196090

90090

110090

90090

1900

240

30

10240

240

410

090

8490

240

90

510

90

2390

240 4500 90 3320 240

102090

2210

240

290

090

510

90

318

090

1630

90

510

90

350

0240

570 620

1710

510

680

680C

ONC

.

FALL

UP

UP

UP


Scale:

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1 : 100

F.G.G.D.D.H.

FLOOR PLAN

PD19307 -04

17.03.2020


PLANNING

K. DUNCAN

A

NOTE:

FLOOR AREAS INCLUDE TO EXTERNAL FACE OF

BUILDING AND GARAGE, UNLESS OTHERWISE STATED.

DECKS AND OUTDOOR AREAS ARE CALCULATED

SEPARATELY.



153.30 16.48

1 : 100

FLOOR PLAN

SMOKE ALARMS

• ALL ALARMS TO BE

INTERCONNECTED WHERE MORE

THAN ONE ALARM IS INSTALLED.

• TO BE INTERCONNECTED BETWEEN

FLOORS WHERE APPLICABLE.

• SMOKE ALARMS TO BE LOCATED

ON ALL FLOORS IN ACCORDANCE

WITH NCC 2019 PART 3.7.5.2

ALUMINIUM WINDOWS SINGLE GLAZING COMPLETE

WITH FLY SCREENS.

ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITE

PRIOR TO ORDERING

DOOR SCHEDULE

MARK WIDTH TYPE REMARKS

1 820 EXTERNAL ENTRY DOOR

2 820 INTERNAL TIMBER DOOR



5 820 EXTERNAL HALF GLASS



8 820 CAVITY SLIDING DOOR

WINDOW SCHEDULE

MARK HEIGHT WIDTH TYPE REMARKS

W1 1800 910 AWNING WINDOW



W4 600 1510 AWNING WINDOW OPAQUE




W8 900 910 AWNING WINDOW OPAQUE


W10 2100 1810 SLIDING DOOR

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DOOR AND WINDOWSCHEDULES

PD19307 05

17.03.2020

PLANNING

A


K. DUNCAN

F.G.G.D.D.H.

ARTIFICIAL LIGHTING

ROOM FLOOR AREA m2 ALLOWANCE W/m2 TOTAL POWER LOAD W

BATH 6.98 m2 5 W/m2 34.88 W

BED 1 12.23 m2 5 W/m2 61.14 W

BED 2 12.14 m2 5 W/m2 60.68 W

BED 3 9.63 m2 5 W/m2 48.14 W

DINING 8.15 m2 5 W/m2 40.73 W

ENS. 3.61 m2 5 W/m2 18.06 W

ENTRY 1.19 m2 5 W/m2 5.94 W

HALL 8.96 m2 5 W/m2 44.79 W

KITCHEN 12.81 m2 5 W/m2 64.07 W

L'DRY 3.60 m2 5 W/m2 18.01 W

LI. 0.15 m2 5 W/m2 0.76 W

LIN. 0.56 m2 5 W/m2 2.81 W

LIVING 13.75 m2 5 W/m2 68.76 W

ROBE 1.00 m2 5 W/m2 5.00 W

ROBE 0.97 m2 5 W/m2 4.84 W

ROBE 1.13 m2 5 W/m2 5.64 W

TOTALS 96.85 484.26

ARTIFICIAL LIGHTING

RESIDENCES TO BE IN COMPLIANCE WITH NCC

2019 PART 3.12.5.5.

ARTIFICIAL LIGHTING MUST NOT EXCEED:

• 5W/m2 FOR CLASS 1 RESIDENCE

• 4W/m2 FOR VERANDAHS & BALCONIES

• 3W/m2 FOR CLASS 10 GARAGE, STORAGE

•

REFER TO LIGHTING CALCULATOR FOR FURTHER

DETAILS.

FLOOR57200

CEILING

240

0E.S.L.

W3 W2 W1

F.S.L.

4636

22.5°

FALL

FALL

FLOOR57200

CEILING

240

0

W4

E.S.L.F.S.L.

22.5°

4577

FALL FALL

1 : 100

NORTH EASTERN ELEVATION

1 : 100

SOUTH EASTERN ELEVATION

Scale:

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1 : 100

ELEVATIONS

PD19307 06

17.03.2020

PLANNING

A


K. DUNCAN

F.G.G.D.D.H.

ROOF FRAMING

PREFABRICATED ROOF TRUSSES

@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING

COLORBOND CUSTOM ORB

TO CLIENTS SPECS.

DOORS AND WINDOWS TO BE

SEALED IN ACCORDANCE WITH

NCC 2019 PART 2 3.12.3

BRICKWORK

SELECTED FIRED CLAY

FACE BRICKS.

RAKED JOINTS, STRETCHER BOND

REFER ENGINEER FOR

ARTICULATION JOINTS

ALL MASONRY TO COMPLY

WITH NCC 2019 PART 3.3

CONCRETE

LANDING

EAVES

OVER HANG ROOF 450-950mm U.N.O.

FRAME FOR LEVEL EAVES

LINE ALL SOFFITS

WITH HARDIFLEX SHEETING.

IN ACCORDANCE WITH NCC 2019 PART 3.5.4.5.

FASCIA

COLORBOND FOLDED METAL

-GUTTER TO CLIENTS SPEC

-FASCIA TRIM ALL ROUND

INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S

INSTRUCTIONS.

COLOUR TO BE SELECTED

DAMP PROOF COURSE

TO BE INSTALLED UNDER EXTERNAL

MASONRY ON SLABS OR FOOTINGS,

SHALL BE OF SUFFICIENT WIDTH TO

PROJECT PAST THE EXTERNAL FACE

OF THE WALL.

NCC 2019 PART 3.3.5.7

CAVITY VENTILATION AND DRAINAGE-

OPEN WEEPHOLES TO BRICK COURSE

IMMEDIATELY ABOVE ANY DPC

OR FLASHING. AT 1200 CRS AND HEAD AND

SILL OPENING OVER 1000mm

SILL AND HEAD FLASHING INSTALLED

IN ACCORDANCE WITH NCC 2019 PART 3.3.5.9

BRICK TIE SPACINGS

FOR 450mm STUD SPACING

TYPICAL 600x450 SPACING 300x225 AT OPENINGS

AND CONTROL JOINTS

REFER TO NCC 2019 PART 3.3.5.10 / AS2699.1

FOR FURTHER DETAILS

BUILDING MEMBRANE

PLIABLE BUILDING MEMBRANE INSTALLED TO

EXTERIOR WALLS TO BE VAPOUR PERMEABLE

TO COMPLY WITH & BE INSTALLED TO AS4200

& COMPLY WITH NCC 2019 PART 3.8.7.2.

FLASHINGS TO WALL OPENINGS

OPENINGS IN EXTERNAL WALL CLADDING

EXPOSED TO WEATHER MUST BE FLASHED WITH

MATERIAL COMPLYING WITH AS/NZS 2904 TO

TOP, BOTTOM & SIDES OF OPENINGS. FLASHINGS

MUST BE SUITABLE FOR FRAMING & CLADDING

USED. TO COMPLY NCC 2019 PART 3.5.4.6

MINIMUM CLEARANCE BETWEEN CLADDING & GROUND

• 150mm

• 50mm ABOVE IMPERMEABLE AREAS THAT SLOPE

AWAY. CONC. OR PAVED

WALL CLADDING MUST EXTEND MIN 50mm BELOW

BEARER OR LOWEST POINT OF SUSPENDED FLOOR

FRAMING. TO COMPLY WITH NCC 2019 PART 3.5.4.7

GLAZING

ALL GLAZING IS TO COMPLY WITH THE

PROVISIONS OF PART 3.6. OF THE NCC

2019. IN PARTICULAR THAT THE GLAZING IN

THE WINDOW LOCATED OVER THE BATH/

SHOWER INSTALLATION TO COMPLY WITH

HUMAN IMPACT SAFETY REQUIREMENTS,

SECTION 5.12 OF A.S.1288

WINDOWS TO BE SEALED IN

ACCORDANCE WITH A.S.2047

ALL GLASS INSTALLATIONS INCLUDING

ROOFS, WINDOW AND DOORS TO BE

TAGGED ON-SITE OR GLAZIER TO

SUPPLY COMPLIANCE CERTIFICATE

AT FINAL INSPECTION.

WINDOWS

POWDER COATED ALUMINIUM WINDOW

FRAMES AWNING OPENING

REVEALS AND TRIMS TO CLIENTS SPEC.

ALL FLASHING TO MANUFACTURERS

SPECIFICATION

BRICK ON EDGE EXTERNAL SILLS REFER

AS 1288 & AS 2047 & NCC 2019 PART 3.6

FLOOR57200

CEILING

240

0

W10 W9

22.5°

F.S.L.

E.S.L.

4389

FALL FALL

FLOOR57200

CEILING

240

0

W8 W7 W6 W5

22.5°

F.S.L.

E.S.L.

415

7

FALLFALL

1 : 100

NORTH WESTERN ELEVATION

1 : 100

SOUTH WESTERN ELEVATION

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ELEVATIONS

PD19307 07

17.03.2020

PLANNING

A


K. DUNCAN

F.G.G.D.D.H.

ROOF FRAMING

PREFABRICATED ROOF TRUSSES

@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING

COLORBOND CUSTOM ORB

TO CLIENTS SPECS.

DOORS AND WINDOWS TO BE

SEALED IN ACCORDANCE WITH

NCC 2019 PART 2 3.12.3

BRICKWORK

SELECTED FIRED CLAY

FACE BRICKS.

RAKED JOINTS, STRETCHER BOND

REFER ENGINEER FOR

ARTICULATION JOINTS

ALL MASONRY TO COMPLY

WITH NCC 2019 PART 3.3

CONCRETE LANDING

EAVES

OVER HANG ROOF 450-950mm U.N.O.

FRAME FOR LEVEL EAVES

LINE ALL SOFFITS

WITH HARDIFLEX SHEETING.

IN ACCORDANCE WITH NCC 2019 PART 3.5.4.5.

FASCIA

COLORBOND FOLDED METAL

-GUTTER TO CLIENTS SPEC

-FASCIA TRIM ALL ROUND

INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S

INSTRUCTIONS.

COLOUR TO BE SELECTED

DAMP PROOF COURSE

TO BE INSTALLED UNDER EXTERNAL

MASONRY ON SLABS OR FOOTINGS,

SHALL BE OF SUFFICIENT WIDTH TO

PROJECT PAST THE EXTERNAL FACE

OF THE WALL.

NCC 2019 PART 3.3.5.7

CAVITY VENTILATION AND DRAINAGE-

OPEN WEEPHOLES TO BRICK COURSE

IMMEDIATELY ABOVE ANY DPC

OR FLASHING. AT 1200 CRS AND HEAD AND

SILL OPENING OVER 1000mm

SILL AND HEAD FLASHING INSTALLED

IN ACCORDANCE WITH NCC 2019 PART 3.3.5.9

BRICK TIE SPACINGS

FOR 450mm STUD SPACING

TYPICAL 600x450 SPACING 300x225 AT OPENINGS

AND CONTROL JOINTS

REFER TO NCC 2019 PART 3.3.5.10 / AS2699.1

FOR FURTHER DETAILS

LINTELS TO COMPLY WITH NCC 2019 PART 3.4.4.

LINTELS TO COMPLY WITH NCC 2019 PART 3.3.5.12

REFER TO TABLE 3.3.5.5 FOR MASONRY VENEER SIZE

LINTELS MIN GRADE 300 MPa IN ACCORDANCE WITH AS4100

LINTEL MAX CLEAR SPAN OF

LINTEL (mm) ≤ 600mm OF

MASONRY OVER OPENING

FLAT 75x8 700

FLAT 100x10 900

ANGLE 90X90x6 E.A. 3000

ANGLE 90x90x8 E.A. 3200

ANGLE 100x100x6 E.A. 3350

ANGLE 100x100x8 E.A. 3600

ANGLE 150x90x8 U.A. 4200

TO NCC 2019 PART 3.3.5.12.

BUILDING MEMBRANE

PLIABLE BUILDING MEMBRANE INSTALLED TO

EXTERIOR WALLS TO BE VAPOUR PERMEABLE

TO COMPLY WITH & BE INSTALLED TO AS4200

& COMPLY WITH NCC 2019 PART 3.8.7.2.

FLASHINGS TO WALL OPENINGS

OPENINGS IN EXTERNAL WALL CLADDING

EXPOSED TO WEATHER MUST BE FLASHED WITH

MATERIAL COMPLYING WITH AS/NZS 2904 TO

TOP, BOTTOM & SIDES OF OPENINGS. FLASHINGS

MUST BE SUITABLE FOR FRAMING & CLADDING

USED. TO COMPLY NCC 2019 PART 3.5.4.6

MINIMUM CLEARANCE BETWEEN CLADDING & GROUND

• 150mm

• 50mm ABOVE IMPERMEABLE AREAS THAT SLOPE

AWAY. CONC. OR PAVED

WALL CLADDING MUST EXTEND MIN 50mm BELOW

BEARER OR LOWEST POINT OF SUSPENDED FLOOR

FRAMING. TO COMPLY WITH NCC 2019 PART 3.5.4.7

WINDOWS

POWDER COATED ALUMINIUM WINDOW

FRAMES AWNING OPENING

REVEALS AND TRIMS TO CLIENTS SPEC.

ALL FLASHING TO MANUFACTURERS

SPECIFICATION

BRICK ON EDGE EXTERNAL SILLS REFER

AS 1288 & AS 2047 & NCC 2019 PART 3.6

22.5° FALL

22.5

° FALL

22.5

° FALL

22.5°

22.5

°

22.5° FALL

22.5° 22.5°

22.5

°

GUTTER

GUTTERGUTTER

GUTTER

GUTTER

GUTTER

GUTTER

D.P.

D.P.

D.P.

D.P.

D.P.D

.P.

HIP

HIP

HIP

HIP

HIP

HIP

HIP

VALL

EY

950

VALL

EYVALLEY

RID

GE

HIP

RID

GE

RID

GE

450


Scale:

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F.G.G.D.D.H.

ROOF PLAN

PD19307 -08

17.03.2020


PLANNING

K. DUNCAN

A

1 : 100

ROOF PLAN

ROOF PLUMBING NOTES:

GUTTER INSTALLATION

TO BE IN ACCORDANCE WITH

NCC 2019 PART 3.5.2.4.

WITH FALL NO LESS THAN

1:100 FOR BOX GUTTERS

1:500 FOR EAVES GUTTER

UNLESS FIXED TO METAL FASCIA

EAVES GUTTER TO BE FIXED

@ 1200 CRS MAX.

VALLEY GUTTERS ON A ROOF WITH A PITCH:

A) MORE THAN 12.5° DEGREES - MUST

HAVE A WIDTH OF NOT LESS THAN

400mm AND ROOF OVERHANG OF NOT

LESS THAN 150mm EACH SIDE OFVALLEY

GUTTER.

B) LESS THAN 12.5° DEGREES, MUST BE

DESIGNED AS A BOX GUTTER.

LAP GUTTERS 75mm IN THE DIRECTION

OF FLOW, RIVET & SEAL WITH AN

APPROVED SILICONE SEALANT.

DOWNPIPE POSITIONS SHOWN ON THIS

PLAN ARE NOMINAL ONLY.

EXACT LOCATION & NUMBER OF D.P'S

REQUIRED ARE TO BE IN ACCORDANCE

WITH NCC 2019 PART 3.5.2.5 REQUIREMENTS.

SPACING BETWEEN DOWNPIPES MUST NOT

BE MORE THAN 12m & WITHIN 1.2m FROM A

VALLEY GUTTER.

ADDITIONAL ROOF LOAD

NO SOLAR P.V. SYSTEM HAS BEEN ALLOWED FOR,

NO SOLAR HOT WATER HAS BEEN ALLOWED FOR.

METAL ROOF

METAL SHEETING ROOF TO BE INSTALLED IN

ACCORDANCE WITH NCC 2019 PART 3.5.1.3.

REFER TO TABLE 3.5.3.1a FOR ACCEPTABLE

CORROSION PROTECTION FOR SHEET ROOFING,

REFER TO TABLE 3.5.1.1 FOR ACCEPTABILITY OF

CONTACT BETWEEN DIFFERENT ROOFING

MATERIALS.

FOR FIXING, SHEET LAYING SEQUENCE, FASTENER

FREQUENCY FOR TRANVERSE FLASHINGS AND

CAPPINGS, ANTI CAPILLARY BREAKS, FLASHING

DETAILS REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7

ROOF PENETRATION FLASHING DETAILS.

REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7

ROOF SHEETING MUST OVERHANG MIN 35mm AS PER

NCC 2019 PART 3.5.1.8

3000 4000

60

00

7000

2.24W X 2.1H

ROLLER DOOR

820

COL

COL

COL

GUTTER

FASCIA

FASC

IA

FASCIA

5.0°


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F.G.G.D.D.H.

SHED PLAN

PD19307 -SH01

17.03.2020


PLANNING

K. DUNCAN

A

1 : 100

SHED PLAN1 : 100

SHED ROOF PLAN

NOTE:

FLOOR AREAS INCLUDE TO EXTERNAL FACE OF

BUILDING AND GARAGE, UNLESS OTHERWISE STATED.

DECKS AND OUTDOOR AREAS ARE CALCULATED

SEPARATELY.



153.30 16.48

F.S.L.

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UND

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30

00

45.0°

F.S.L.

E.S.L.

F.S.L.

E.S.L.

E.S.L.

F.S.L.

BO

UND

AR

Y

30

00

45.0°

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1 : 100

ELEVATIONS

PD19307 SH02

17.03.2020

PLANNING

A


K. DUNCAN

F.G.G.D.D.H.

1 : 100

SHED NORTH EASTERN ELEVATION

1 : 100

SHED NORTH WESTERN ELEVATION

1 : 100

SHED SOUTH EASTERN ELEVATION

1 : 100

SHED SOUTH WESTERN ELEVATION

ROOF CLADDING

TO SHED MANUFACTURERS

SPECIFICATIONS

WALL CLADDING

TO SHED MANUFACTURERS

SPECIFICATIONS

application for planning approval · application for planning approval land use planning and...

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