31 tilanbi st howrah#3 - city of clarence · 11/14/2018 · 31 tilanbi street howrah m. dunkley...

DEVELOPMENT APPLICATION

D-2018/636

APPLICANT: Mr M Pettit

PROPOSAL: Dwelling addition & alterations

LOCATION: 31 Tilanbi Street, HOWRAH

RELEVANT PLANNING SCHEME: Clarence Interim Planning

Scheme 2015

ADVERTISING EXPIRY DATE: .14 November 2018

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park,

during normal office hours until 14 November 2018.

Any person may make representations about the application to the General Manager, by writing to PO

Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be

received by Council on or before 14 November 2018.

To enable Council to contact you if necessary, would you please also include a day time contact

number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available at

www.ccc.tas.gov.au or at the Council offices.

Proposed Extensionfor

M. Dunkleyat 31 Tilanbi Street

Howrah

Job No. 80806

NOTES TO PLANS: To be read in conjunction with plans and specifications

1. Figured dimensions to be used. Do not scale drawings.

2. It is recommended that all levels, set outs and dimensions be verified by a registered Surveyor.

3. All materials to be in accordance with the relevant SAA Code, BCA and/or Manufacturers specifications.

4. All work to be carried out in accordance with relevant SAA Code, Manufacturers specifications and BCA

5. Pettit Designs hereby guarantee that the plans and specifications will meet requirements of the Local

Authority.

Although every care is taken no responsibility is accepted for misinterpretation error or omission. It is

the Contractors responsibility at all times to verify dimensions and levels etc. prior to and during

constructions.

6. These drawings to be read in conjunction with Engineers reports and associated details thereof.

7. All plumbing and drainage to Local Authority specifications and BCA where applicable.

CONTENTSPAGE DRAWING SCALE

1. Bushfire Hazard Plan 1:1000

2. Location plan 1:500

3. Site plan 1:200

4. Existing elevations 1:100

5. Existing elevations 1:100

6. Existing lower floor plan 1:100

7. Existing upper floor plan 1:100

8. Proposed elevations 1:100

9. Proposed elevations 1:100

10. Proposed upper floor plan 1:100

11. Floor framing plan 1:100

12. Roof framing plan 1:100

13. Roof plan 1:100

14. Section A 1:50

15. Drainage details

16. Window flashing details (cladding) 1:5

17. Window flashing dertails (brickwork) 1:5

18. Window flashing detils (general)

19. Specifications to NCC v2

DRAFTED BY: MATTHEW RICHARD PETTIT

ACCREDITATION No. CC5092U

DATE: October 2018

A.B.N. 87 667 918 807

Phone: (03) 62730986

Mobile: 0406 481283

Email: [email protected]

Licence No. CC5092U

(Building Designer B Domestic)

BBBBBBBBBBBBBBBBBBBBBBBBBBBBB

pettit designs Matthew Pettit

Accredited Building

Practitioner

The following attachments must be read by the builder in conjunction with

the plans and form part of the documentation for the project.

* Form 55 B Structural engineering by Certifying Project Engineer

* Title B including Folio Text, Folio Plan & Council Certificate

* Harditex Base Sheet Specification & Installation Guide

* Safety in Construction

* Window/door installation manual

* James Hardies Wet Area Construction Application Guide

EXISTING LOWER FLOOR AREA 138m²

EXISTING UPPER FLOOR AREA 134m²

PROPOSED ADDITIONAL FLOOR AREA 23.5m²

EXISTING DECK/PATIO AREAS 67.54m²

TOTAL 363m²

TITLE REFERENCE: volume B 55656

folio B 6

REGISTERED TITLE NUMBER: 55656

PRIOR CT: 2037/57

SITE AREA 668.95m²

SITE COVER 249m² = 37%

OPEN SPACE 157m²

CAR PARKING 2

COUNCIL CLARENCE CITY

PLANNING ZONE 10.0 GENERAL RESIDENTIAL

PLANNING OVERLAY TO BLOCK N/A

PLANNING REQUIREMENTS DA REQUIRED

BUSHFIRE ATTACK LEVEL (BAL) LOW

ALPINE ZONE CLASSIFICATION N/A

CLIMATE ZONE 7

CORROSION CLASSIFICATION (STRUCTURAL) MODERATE

CORROSION CLASSIFICATION (ROOFING) LOW

WIND SPEED CLASSIFICATION N2

SOIL CLASSIFICATION H

Received 22/10/2018

Scale 1:1000

BUSH FIRE HAZARD PLAN1/19

N



DATE: October 2018

BUSH FIRE ATTACK LEVEL DETERMINATION:

NO THREAT PERCEIVED AS NO UNMANAGED

BUSH OR GRASSLAND WITHIN 100m RADIUS

OF PROPERTY AT

31 TILANBI STREET, HOWRAH

R100m

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH

M. DUNKLEYJOB: 80901

Received 22/10/2018

Scale: 1:250

LOCATION PLAN1/19

N



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


No.31

No.29

No.33

3766

TI

LA

NB

I S

TR

EE

T

PH

EO

NI

XS

TR

EE

T

SO

UT

H A

RM

R

OA

D

(N

OR

TH

B

OU

ND

)

SO

UT

H A

RM

R

OA

D

(S

OU

TH

B

OU

ND

)

Received 22/10/2018

Scale: 1:200

SITE PLAN3/19

IMPORTANT: Use written dimensions only. Confirm

all dimensions on site before

commencing any work.

Ensure that this drawing and any

accompanying details and /or

specifications have been stamped

"approved" by the relevant local

authorities, and that any conditions of

approval are incorporated into the

works.

All materials and workmanship shall

conform with relevant standard,

Building Code of Australia (BCA)

requirements and product specification

and any addendum to that

specification.

This drawing remains the property of

the designer and its use is restricted to

the licence granted to the client for the

project as specified.

IT IS THE BUILDERS RESPONSIBILITY

TO VERIFY THE LOCATION OF ALL

UNDERGROUND SERVICES,

INCLUDING BUT NOT LIMITED TO;

GAS, WATER, SEWER, STORM WATER,

ELECTRICITY, TELECOMMUNICATIONS.

OPEN SPACE CALCULATIONS

scale 1:500

ALL LEVELS TO BE VERIFIED BY

BUILDER PRIOR TO

COMMENCEMENT OF WORK

N


ACCREDITATION No. CC5092UDATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


3657

6mm

232°

52'50"

18288m

m

142°5

2'50"

3657

6mm

232°

52'50"

18288m

m

142°5

2'50"

157m²

TI

LA

NB

I S

TR

EE

T

EXISTING

RESIDENCE

EXISTING

VERANDAH

EXISTING

VERANDAH

2100

9110

EXISTING LOWER FLOOR AREA 138m²

EXISTING UPPER FLOOR AREA 134m²

PROPOSED ADDITIONAL FLOOR AREA 23.5m²

EXISTING DECK/PATIO AREAS 67.54m²

TOTAL 363m²

TITLE REFERENCE: volume G 55656

folio G 6

REGISTERED TITLE NUMBER: 55656

PRIOR CT: 2037/57

SITE AREA 668.95m²

SITE COVER 249m² = 37%

OPEN SPACE 157m²

CAR PARKING 2

COUNCIL CLARENCE CITY

PLANNING ZONE 10.0 GENERAL RESIDENTIAL

PLANNING OVERLAY TO BLOCK N/A

PLANNING REQUIREMENTS DA REQUIRED

BUSHFIRE ATTACK LEVEL (BAL) LOW

ALPINE ZONE CLASSIFICATION N/A

CLIMATE ZONE 7

CORROSION CLASSIFICATION (STRUCTURAL) MODERATE

CORROSION CLASSIFICATION (ROOFING) LOW

WIND SPEED CLASSIFICATION N2

SOIL CLASSIFICATION H

ADDITION OVER EXISTING UPPER FLOOR PATIO

Received 22/10/2018

Scale 1:100

ELEVATIONS4/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


SOUTH WEST ELEVATION

SOUTH EAST ELEVATION

GROUND LEVEL

EXISTING LOWER FLOOR LEVEL

EXISTING LOWER CEILING LEVEL



GROUND LEVEL

GROUND LEVEL

EXISTING FLOOR LEVEL

EXISTING CEILING LEVEL



WINDOW TO BE RESERVED AND REUSED

Received 22/10/2018

Scale: 1:100

ELEVATIONS5/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH

M. DUNKLEYJOB: 80901NORTH WEST ELEVATION



GROUND LEVEL

2440



GROUND LEVEL



2440

2330

NORTH EAST ELEVATION

670

3352

Received 22/10/2018

shr

Scale: 1:100

LOWER FLOOR PLAN6/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


EXISTING

rumpus

bath

sewing garage

cellar

boat

UP

SGD

Received 22/10/2018

shr

FR

FR

Scale: 1:100

UPPER FLOOR PLAN7/19

EXISTING



PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


UP

UP

UP

kitchen

dining/living

passage

bath

wc

laundry

bed

bed

bed

patio

ramp

pergola

UP

110

step up

110 step up

alfresco

TRIM EDGE OF DECK 10mm BELOW FACE OF BRICKWORK

GRIND BACK ANY EXPOSED REINFORCING 20mm INTO FACE

OF CONCRETE SLAB, TREAT WITH RUST PROHIBITER, SEAL

AND COVER WITH GROUT

REMOVE WINDOW, TIMBER FRAME AND OUTER BRICKWORK.

CORNER STUD TO REMAIN SUPPORTING ROOF AND SIDE

WINDOW

REMOVE BRICKWORK

STUD WALL TO REMAIN

REMOVE WINDOW, TIMBER FRAME

AND OUTER BRICKWORK.

CORNER STUD TO REMAIN

SUPPORTING ROOF AND SIDE

WINDOW

REMOVE ALL HANDRAIL AND BALUSTRADE

WHERE REQUIRED REPLACE WITH NEW HANDRAIL TO

1000 HIGH FROM PATIO DECK LEVEL OR 850 FROM

STAIR NOSING

REOMOVE POST

Received 22/10/2018

Scale 1:100

ELEVATIONS8/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


SOUTH WEST ELEVATION

SOUTH EAST ELEVATION

2440



GROUND LEVEL





GROUND LEVEL

GROUND LEVEL

EXISTING/FINISHED FLOOR LEVEL

EXISTING/FINISHED CEILING LEVEL

ROOF SHEET TO MATCH EXISTING

2° ROOF PITCH

JAMES HARDIES HARDITEX FIXED

AS PER MANUFACTURES

SPECIFICATION.

TEXTURE COAT FINISH

BARGE BOARD, FACIA & GUTTER TO

MATCH EXISTING.

REPLACE AS REQUIRED WITH

COLORBOND STEEL OPTION

DECK EDGE WHERE TRIMMED TO

BE FACED WITH SLICED BRICK

~10mm THICK

HARDITEX WALL SHEET FIXED AS PER MANUFACTURERS

SPECIFICATION OVER 20 VERTICAL BATTEN

BATTEN FIXED TO STUDS OVER WALL WRAP

BOUNDARY

BOUNDARY B

UILDING

ENVELOPE

5138

RELOCATED RESERVED WINDOW

Received 22/10/2018

Scale: 1:100

ELEVATIONS9/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


NORTH WEST ELEVATION



GROUND LEVEL

2440



GROUND LEVEL



2440

2330

NORTH EAST ELEVATION

670

3442

HARDIETEX BASE SHEET

RENDER FINISH

INSTALLED TO MANUFACTUERS SPECIFICATION

Received 22/10/2018

shr

FR

FR

Scale: 1:100

UPPER FLOOR PLAN10/19

PROPOSED

FIRE SAFETY

Denotes position of

wired�in smoke

detectors. Install if

not already installed.



PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


dining/livingbed

patio

UP

UP

bed

passage

bed

kitchen

bathwc

laundry

UP

EXISTING LINTEL TO BE BOXED

FORMING BULKHEAD

89x89x3.5 SHS CFW 200x90x8pl

FIXED TO SLAB USING 2/M12

CHEMICAL ANCHORS

3070

90

1637

90

4733 3437

9050

110

90

237450

237490

66

5058

14 14

90

A

14

WALL TO BE CONSTRUCTED OF:

• 10 PLASTERBOARD

• 90 MGP10 STUD @ 450℄

• 50 CAVITY

• 90 MGP10 STUD @ 450℄

• VAPOR PERMEABLE MEMBRANE

• 20 VERTICAL BATTEN @ STUD ℄

• HARDITEX SHEET, TEXTURE COAT FINISH

23.23

23.23

23.33

13.2

8

HARDWOOD STRIP FLOORING

OVER BATTENS TO MATCH

EXISTING

Received 22/10/2018

Scale: 1:100

FLOOR FRAMING PLAN11/19

STAIRS & BALUSTRADESSTAIRS min clear width of 820mm

min going 240mm

max going 355mm

min rise 115mm

max rise 190mm

Provide solid/partly solid risers to

125mm from u/s of above tread.

STRINGERS

240x45 F5 (internal)

240x45 F5 (external)

TREADS

45 thick F5 (int & ext)

BALUSTRADES

1000mm high to owners spec.

125mm max aperture.

Wire balustrade to comply with Clause

3.9.2.3 (f) and Table 3.9.2.1 and Table

3.9.2.2.

All treads to be provided with a

slip4resistant finish or non4skid strip in

accordance with 3.9.1.3 (g).



PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


LEGENDC1. COLUMN 89x89x3.5 SHS CFW 90x200x10pl BASEPLATE FIXED TO SLAB USING 2/M12 CHEMICAL ANCHORS, 8pl CAPPING CFW

C2. COLUMN 100x50x2.5 SHS CFW 90x200x10pl BASEPLATE FIXED TO SLAB USING 2/M12 CHEMICAL ANCHORS, 8pl CAPPING CFW

B1. TRIMMER 91x45 HYSPAN LVL H2 OR TRP FIXED TO MASONARY USING M12 MECHANICAL FIXINGS @ 600 ℄

B2. TRIMMER 2/119x45 HYSPAN LVL H2 OR TRP FIXED TO SLAB USING M12 MECHANICAL ANCHORS @ 600 ℄

B3. TRIMMER 2/1064119x45 HYSPAN LVL H2 OR TRP FIXED TO SLAB USING M12 MECHANICAL ANCHORS @ 600 ℄

J1. JOIST 119491x35 HYSPAN LVL H2 OR TRP

F. FLOORING 108x19 HARDWOOD FLOORING

NOTE: ALL TIMBERS TO BE SEPARATED FROM CONCRETE WITH 500µm POLYTHENE DPC.

CONCRETE SLAB TO BE WATERPROOFED WITH PAINTABLE SEALER.

NOTE: INSTALLATION OF DAMP4PROOF COURSE MUST BE

IN ACCORDANCE WITH BCA V2 3.3.4.5

EXTRACT FROM BCA

3.3.4.5 ...

(c) The height of a DPC, or flashing serving as a DPC, (see Figure 3.3.4.1 BCA V2) must be

not less than 4

(i) 150mm above the adjacent ground level; or

(ii) 75mm above the finished surface level of adjacent paved, concreted or landscaped

areas that slope away from the wall (see Figure 3.3.41.1 BCA V2); or

(iii) 50mm above finished paved, concreted or landscaped areas complying with

3.1.2.3(b)(iii) BCA V2 and protected from direct effects of the weather by a carport,

verandah or the like.

...

C1

C1

C1 C1 C1

C1

B1

FJ1

B3

B2

Received 22/10/2018

Scale: 1:100

ROOF FRAMING PLAN12/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


LEGENDR1. RAFTER EXISTING 140x45 F17 @ 900 ℄

R2. RAFTER 120x45 F17 @ 900℄ FIXED TO SIDE OF (R1) TO POINT OF SUPPORT FOR (R1)

C1. COLUMN 89x89x3.5 SHS CFW 90x200x10pl BASEPLATE FIXED TO SLAB USING 2/M12

CHEMICAL ANCHORS, 8pl CAPPING CFW

C2. COLUMN 100x50x2.5 SHS CFW 90x200x10pl BASEPLATE FIXED TO SLAB USING 2/M12

CHEMICAL ANCHORS, 8pl CAPPING CFW

H1. COUNTER 150PFC CFW (C1)

H2. HANGER 150PFC WITH 8pl CLEATES @ RAFTER ℄

L1. LINTEL 89x89x3.5 SHS CFW (C1) & (C2) TO FORM PORTAL FRAME

C1

C1

C2

C1

C1

C1

L1

L1L1

R1

R2

H1

H2

L1

CROSS TENSIONED GALVANISED

30x0.8 PERFORATED STRAP

CROSS TENSIONED GALVANISED

30x0.8 PERFORATED STRAP

Received 22/10/2018

ROOF WATER DRAINAGERainfall intensity � 155mm/hour (1 in 100 years)

Roof area � 211.61m²

Number of downpipes � 3

Size of downpipe � 90mm

Size of gutter � 115mm D gutter

CALCULATIONS

Downpipe Size Catchment

1 Ø90 92.36m² [EXISTING]

2 Ø90 23.21m² [EXISTING]

3 Ø90 90.35m²

NOTE: All eaves gutters to have a fall of 1:500 to

downpipe.

Scale: 1:100

ROOF PLAN13/19

DRAFTED BY: MATTHEW RICHARD PETTITACCREDITATION No. CC5092UDATE: October 2018

PROPOSED EXTENSION31 TILANBI STREET

HOWRAH


FALL

DP1

DP2

FALL

FALL

92.36m²

92.36m²

EXISTING

PERGOLA

DP3

EXISTINGVERANDAH

SW�DN100CONNECT NEW

STORMWATER LINE FROM

(DP3) INTO EXISTING

STORMWATER CONNECTION

EXISTING ROOF

Received 22/10/2018

Scale: 1:50

SECTION A14/19

FINISHED CEILING LEVEL

FINISHED FLOOR LEVEL

GROUND LEVEL

TIE DOWNS (uplift forces)Rafters/trusses to top plate ! 30x0.8 looped strap with 6/30x2.8 nails

each end or 2 framing anchors.

Roof battens to rafters/trusses 1/75mm No.14 Type 17 Screw.

Studs to top/bottom plate refer to structural details sheet.

Bottom plate to slab/floor joists refer to structural details sheet.

Floor joist to bearer refer to structural details sheet.

Bearer to column refer to structural details sheet.

FRAMING MGP10(2400mm high)Studs 90x35 at 450mm crs.

Jamb studs 2/90x35 to max 2400mm opening

(sheet roof) 3/30x35 to max 3600mm opening

Jamb studs 90x35 to max 1500mm opening

(tile roof) 2/90x45 to max 2400mm opening

3/90x45 to max 3600mm opening

Bottom plate 90x35 ! concrete slab

90x35 ! timber floor where studs

positioned over or within 50mm of

floor joists. Refer AS1684.4 for

other than above.

Top plate 2/90x35 where trusses/rafters

over or within 100mm of same.

Refer AS1684.4 for other than

above.

Nogging 90x35 at 1350 crs. max

ARTICULATION JOINTSARTICULATE MASONRY GENERALLY AT 6000 ℄ (max), IN ACCORDANCE

WITH BCA Vol 2 3.3.1.8

PROVIDE ARTICULATION AT JUNCTION OF TIMBER AND CONCRETE

FLOORS & WALLS.

WALL & CEILING LININGS10mm plasterboard on furring channel to ceilings except where

otherwise noted.

10mm plasterboard to wall areas except where otherwise noted.

WET AREA FINISHES TO AS3740Villaboard or wet area plasterboard to all walls and ceilings.

Ceramic tiles or similar to 1800mm above shower base.

Ceramic tiles or similar to 150mm above vanity/laundry basins.

Ceramic tiles or similar to 300mm above kitchen benches.

Ceramic tiles or similar to all floors with approved cement sheet

underlay to timber floors fixed as per manufacturers instructions.

Provide approved waterproofing as required in strict accordance with

Part 3.8.1 of BCA (REF: WET AREA SPECIFICATIONS SHEET)

FIRE SAFETYDenotes position of

wired!in smoke detectors

(refer floor plan).

All smoke detectors to be

interconnected on same circuit.

ENERGY EFFICIENCYProvide 55mm R1.3 Anticon roof blanket under roofing

Provide R3.0 high density fibreglass batts or similar to

ceiling areas.

Provide (VPM) vapor permeable membrane to all external

walls fixed to external face of wall frame. Afix 20 thick

vertical batten to stud over top of VPM

Provide R2.0 high density fibreglass batts or similar

between studs and all external walls.

Provide anti infiltration seal to all edges of external doors

and windows.

Provide 75 Extruded Polystyrene (XPS) on 12 thick

battens over existing slab. Slab to be watersealed.

GLAZINGAll Glazing to AS1288, AS2047 and parts 3.6.5,

3.6.6 and 3.6.9 of BCA. Certification to be provided

to Local Authority.

It is the responsibility of the glazing manufacturer

to determine compliance with the above.



PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


B1 B2

STRUCTURAL STEELCorrosion protection to be provided as per Table 3.4.4.2 of BCA

[ MODERATE > 1km FROM BREAKING SURF OR > 100m FROM SALT WATER NOT SUBJECT

TO BREAKING SURF OR NON �HEAVY INDUSTRIAL AREAS ]

ALL STRUCTURAL STEEL TO BE HOT DIP GALVANISED AND ALL CUT SURFACES OR

WELDED JOINTS TO BE TREATED WITH MIN 2 COATS ALKYD PRIMER

J1

19 HARDWOOD

STRIP FLOORING

EXISTING

CONCRETE

PATIO SLAB

75 EXTRUDED

POLYSTYRENE ON

12 BATTEN

RAFTER (R2)RAFTER (R1)

EXISTING FLOOR

EXISTING FLOOR

WINDOW REMOVED

AND RELOCATED

OPENING FILLED AND

MADE GOOD

RELCATED

WINDOW

LINTEL (L1)

FASCIA & GUTTER TO MATCH EXISTING

A

10

Received 22/10/2018

DRAINAGE DETAILS15/19



DATE: October 2018

450 trench

arch

20mm gravel

Trench geotextile lined

600mm

100mm topsoil

300mm

MIN. 9 x S.D.

TRENCH MESHCONTINUOUS

LOCALLY

DEEPENED

FOOTING

SLEEVE OR LAGGING

PIPE

SERVICE PIPESPIPES THROUGH FOOTINGS AND SLAB BEAMS SHOULD BE LAGGED.SLAB BEAM DEPTHS AND FOOTING DEPTHS SHOULD ALSO BEINCREASED AS INDICATED BELOW.

SLEEVE DIAMETER (S.D) TOPROVIDE MIN 30mm RADIALCLEARANCE TO SERVICE PIPE.

NOTE: DEPTH OF THICKENING = S.D.

PIPE THROUGH FOOTING DETAILS INCLASS M, H1, H2, E soils (Refer details right)

AG DRAIN

ABSORPTION TRENCH(Roofwater)

SILT PIT

NOTES:

* All pipework = eg DN100 etc denotes Ø100 etc

* Location of existing sewer and stormwater lines INDICATIVE only.

* All new sewer lines suspended under new floor

* Sewer falls min 1:60min. cover

= 300mm under soil

= 75mm under paving (driveway=light)

= 100mm under concrete (driveway = heavy)

= 50mm under paving (non=trafficable)

= under building = 25mm cover to u/s slab

* Stormwater falls min 1:100min. cover

= 100mm under soil

= 50mm under paving

= driveway = 75mm under concrete

= 100mm under paving

Trench construction in M,H1,H2 and E soil classifications as per AS 3500

For soil classifications H1,H2 and E

Provide 20mm closed cell polyethylene lagging around pipes for Class H1

Provide 40mm " " " " " " " " Class H2 & E

Provide articulated joints,expansion joints, swivel joints etc to manufacturers directions

Penetrations through the middle third only of the footing

* Ag drains falls min 1:300

* Provide IO"s to SL at approx. 8m crs

To be used where notconnected to reticulated

stormwater system

Received 22/10/2018

CLADDING

EXTERIOR WALL SHEETING

(OPTIONAL)

RBM

6mm GAP DO NOT

CAULK, EXTEND

25mm

"Z" FLASHING, EXTENDING 25mm

EACH SIDE. 50mm VERTICAL LEG

RECOMMENDED.

HARDITRIM OR SIMILAR

WINDOW FRAME.

FLASH PER WINDOW

MANUFACTURER

10mm PLASTER

BOARD LINING

R2.5

INSULATION

WINDOW HEAD

RBM

R2.5

INSULATION

EXTERIOR WALL

SHEATHING

FASTENERS

FASTENERS

SEE FASTENING SCHEDULE

SEALANT

SEALANT

RBM

R2.5 INSULATION

FASTENERS

WINDOW FRAME


3mm GAP BETWEEN

SIDING AND TRIM, AND

SEALANT AT GAP

200mm DPC fLASHING

BETWEEN WEATHER

BARRIER AND FRAME

6mm HARDIFLEX

CEMENT SHEET

10mm PLASTER

BOARD LINING

10mm PLASTER

BOARD LINING


3mm GAP BETWEEN


SEALANT AT GAP

EXTERIOR WALL

SHEETING (OPTIONAL)

CLADDING

ROOF OVERHANG, SEE PLAN

RBM

200mm DPC

FLASHING BETWEEN

WEATHER BARRIER

AND FRAME

R2.5 INSULATION

3mm GAP BETWEEN SIDING AND

TRIM, AND SEALANT AT GAP

FASTENERS

WINDOW FRAME.

FLASH PER

WINDOW

MANUFACTURER

FLASHING WITH

END DAMS

END DAM BEYOND

SEALANT

3mm GAP BETWEEN


SEALANT AT GAP

RBM

FASTENERSHARDITRIM OR SIMILAR

EXTERIOR WALL

SHEETING (OPTIONAL)

10mm PLASTER

BOARD LINING

CLADDING


90x35 MGP10

FRAME

10mm PLASTER

BOARD LINING

R2.5 INSULATION

EXTERIOR WALL

SHEETING (OPTIONAL)

CLADDING

Scale: 1:5

WINDOW FLASHING DETAILS16/19



DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


WEATHERBOARD

DETAILS FOR

WEATHERBOARD AND

SIMILAR LIGHT WEIGHT

CLADDINGS

Received 22/10/2018

flashing required when’A’ < 3 x ’B’

opening

A

B

weepholemax 1200 crs

flashing

openingweepholemax 1200 crs

cut standardbrick sill

45° sill brick

sill nosing

sill nosing

flashing

flashing

frame frame

plasterboard plasterboard

standardbrick leaf

weepholes at1200 crs max

standardbrick leaf

weepholes at1200 crs max

WINDOW FLASHING DETAILS

FLASHING

3mm GAP BETWEEN


SEALANT AT GAP

RBM

90x35 MGP10

FRAME

R2.5 INSULATION

WALL PENETRATION

CLADDING

6mm GAP DO NOT

CAULK, EXTEND 25mm

"Z" FLASHING, EXTENDING

25mm EACH SIDE. 50mm

VERTICAL LEG RECOMMENDED.

FASTENERS

10mm PLASTER

BOARD LINING

90x35 MGP10

FRAME


ROOF OVERHANG, SEE PLAN

2x NAILING

RBMR2.5

INSULATIONFASTENERS

SEALANTSEALANT

4.5mm HARDIFLEX CEMENT

SHEET SOFFIT LINING


3mm GAP BETWEEN SIDING AND

TRIM, AND SEALANT AT GAP

6mm HARDIFLEX

CEMENT SHEET

EXTERIOR WALL SHEETING

(OPTIONAL)

10mm PLASTER

BOARD LINING

90x35 MGP10FRAME

Scale: 1:5, 1:20




DATE: October 2018

PROPOSED EXTENSION

31 TILANBI STREET

HOWRAH


BRICK

Received 22/10/2018




DATE: October 2018

Received 22/10/2018

SPECIFICATIONS TO BCA19/19



DATE: October 2018

SPECIFICATIONS TO BCA " To be read in conjunction with notations as shown on "Section" sheet

" It is expected that the builder or project supervisor have access on site to a copy of the current National Construction Code

Volume 2 Building Code of Australia for their own reference.

3.1 � SITE PREPARATION

• All filling and excavations to be in accordance with Clause 3.1.1.1/2/3 and Figures 3.1.1.1/2 table 3.1.1.1

• Agricultural drains to be provided where indicated on drawings to SW outfall with silt trap as required. All in accordance

with Clause 3.1.2.2/3/4. installation as per Figure 3.1.2.4

• For slab on ground buildings the finished slab height shall be generally 150mm above the external finished surface levels

or in accordance with Clause 3.1.2.3(b) where applicable

• Grade finished external surfaces around perimeter of building outwards at 50mm over the first 1 meter

• Grade surface levels under timber/suspended floors to obviate ponding

• Stormwater drainage to comply with Clause 3.1.2.5

3.2 � FOOTINGS and SLABS

• Excavations for footings to be in accordance with Clause 3.2.2.1

• Filling and compacting under slabs to be in accordance with Clause 3.2.2.2

• Site classifications as per Engineers report. Drawings certified by the consulting engineer detailing to be used by

Contractor in all construction work

• All stump footings to be in accordance with Clause 3.2.5.6

• Fireplace footings to be in accordance with Clause 3.2.5.5

3.3 � MASONRY

• External walls to be in accordance with AS3700, AS4773 and Clause 3.3.1.2 and as shown on the drawings

• Internal walls as shown on the drawings

• Isolated piers as shown on the drawings

• Vertical articulation joints to be provided in unreinforced masonry walls for all site classifications except A and S. Joint

width to be not less than 10mm and provided at the following positions. ie"

" at 6m crs for straight, continuous walls having no openings

" at change in height of wall where the same is greater than 20%

" at 5m crs where openings occur greater than 900x900 with joint line with opening edge

" change in wall thickness

" at control and construction joints in slabs and footings

" at wall junctions of different masonry materials and at deep chases in walls

NOTE: Vertical articulation joints to be provided also in accordance with cladding manufacturers specifications

• Reinforced masonry to be in accordance with details as shown on the drawings.

• Wall ties to be provided at 600 crs vertically and at 600 crs horizontally for cavity construction and 450 crs for stud walls

• Steel lintels to be provided as noted on drawings

• Cavity width of 25mm minimum to be provided for brick veneer and 35"65mm for cavity masonry; refer to dimensions

shown on drawings

• Provide open perpends (weepholes) at 1200 crs above DPC or flashing

• Flashings to the relevant standard. Weatherproofing to single skin masonry walls in accordance with the relevant

standard

3.4 � FRAMING

• Sub floor ventilation to Clause 3.4.1.2 and Figure 3.4.1 and to be provided at the rate of 6000mm² per meter length of

wall

• Maintain 150mm minimum between surface and lowest framing member. This may be reduced if CCA or equivalent

timber is used and at the discretion of the local authority

• Steel Framing " in accordance with Part 3.4.2. Bearer and floor joist sizes as detailed on drawings

• Steel wall framing in accordance with Part 3.4.2

• All service installation in steel framing to Clause 3.4.2.6 and Figures 3.4.2.7 and 3.4.2.8

• Timber framing " all framing to AS1684.2. Timber types or composite timbers not found in AS1682.2 shall installed to the

manufacturers and/or a structural engineers specification.

• Floor framing " all bearers and joists to dimensions and sizes as shown on the drawings

• Flooring as shown on the drawings

• Wall framing " all studs, plates etc to dimensions and sizes as shown on the drawings and in accordance

• Roof framing " all members to dimensions and sizes as shown on the drawings

• Trussed roofs to be designed and manufactured by an approved supplier. Certification of same to be provided.

Trusses to be installed and braced as per manufacturers directions.

• Tie"downs " all connections to details as shown on the drawings where applicable. Construction details as shown on the

drawings. Constructions details as shown on the drawings.

• Bracing " to be provided as shown on the drawings. Construction details as shown on the drawings.

• Structural steel members " in accordance with Part 3.4.4 and to dimensions and sizes as shown on the drawings.

3.5 � ROOF AND WALL CLADDING

• Roof tiling to be in accordance with Clause 3.5.1.2 and Figures 3.5.1.1 and 3.5.1.2 to a maximum pitch of 35 degrees.

• Metal sheet roofing to be in accordance with Clause 3.5.1.3

• Gutters and downpipes as shown and indicated on the drawings and to be in accordance with Clauses in Part 3.5.2.

Calculations as shown on the drawings.

• Wall cladding as shown on the drawings if applicable and to Clauses in Part 3.5.3. Window flashings as per Figure 3.5.3.4

3.6 � GLAZING

• All glazing to AS1288 and AS2047

• Manufactured windows, doors and panels to the above Australian Standards and certified accordingly and to Clause 3.6.3 and

3.6.4 for human impact safety requirements.

3.7 � FIRE SAFETY

• External walls less than 900mm from the allotment boundary to comply with Clause 3.7.1.5 and as shown on the drawings.

• Class 10a buildings located between a Class 1 building and the allotment boundary to comply with Clause 3.7.1.6 and Figures

3.7.1.4 to 3.7.1.6

• Carports to comply with Clause 3.7.1.6(d) and Figure 3.7.1.8

• Allowable encroachments in accordance with Clause 3.7.1.7

• Separating walls to comply with Clause 3.7.1.8

• Roof sarking in Class 1 building to be of a flammability index not greater than 5 and in accordance with Clause 3.7.1.9

• Roof lights in accordance with Clause 3.7.1.10

• Smoke alarms to be installed and located in accordance with Clauses in Part 3.7.2 and as shown on the drawings.

• Heating appliances to be in accordance with Clauses in Part 3.7.3 in locations as shown on the drawings.

• Bushfire areas " proposals in designated Bushfire areas to be in accordance with Clauses in Part 3.7.4

• Alpine areas " proposals in designated Alpine areas to be in accordance with Clauses in Part 3.7.5

3.8 � HEALTH AND AMENITY

• All wet areas including showers, baths and wall fixtures to be waterproofed to AS3740 and in accordance with Clauses 3.8.1.1

to 3.8.1.6 and Figures 3.8.1.5 to 3.8.1.11.

• All wall substrates to be MR board or similar including cement sheet with water resistant linings of ceramic tile, slate, stone,

lamipanel or similar in accordance with Clause 3.8.1.5

• Wall linings as specified above to be provided to height of 1800 above shower bases, 150 above baths, handbasins and other

fixtures including washing machines.

• Shower recesses to comply with AS3740

• Wall and fixture junctions to comply AS3740.

• Room heights " as shown on the drawings and in accordance with Clause 3.8.2.2 including stairwell clearances.

• Facilities to be provided and installed in accordance with Clause 3.8.3.1 to 3.8.3.3 and as shown on the drawings.

• Doors to sanitary compartments to be in accordance with Clause 3.8.3.3 and as shown on the drawings. Clearance of 1200 to

be maintained between closet pan and nearest part of doorway. Where clearance insufficient door to open outwards or slide.

• Light " natural light to be provided at not less than 10% of the floor area of the room and as shown on the drawings and to

comply with Part 3.8.4

• Artificial light to be provided in accordance with Clause 3.8.4.3.

• Ventilation " to be provided in accordance with Clauses 3.8.5.0 to 3.8.5.2 and not less than 5% of the floor area of the room.

• Sanitary compartments as shown on the drawings and in accordance with Clause 3.8.5.3.

• Sound insulation " separating walls where required to be in accordance with Clauses in Part 3.8.6

3.9 � SAFE MOVEMENT AND ACCESS

• Stair construction as noted on drawings and in accordance with Clauses in Part 3.9.1

• Rises and goings as noted on drawings.

• Spiral stairs in accordance with this part.

• Balustrades as noted on drawings and in accordance with Clauses in Part 3.9.2. All balustrades 1000mm minimum height with

a maximum aperture of 125mm (except wire balustrade where spacing will comply with Table 3.9.2.1)

• Loading forces on balustrades to comply with AS1170.1

• Balustrades to stairs to be 865mm above stair nosing and in accordance with Clause 3.9.2.3 and Figures 3.9.2.1 to 3.9.2.3

3.12 � ENERGY EFFICIENCY

• RBM to be installed and in accordance with Clause 3.12.1.1(b).

• Bulk insulation to AS2464.3, 5 and 6 and in accordance with Clause 3.12.1.1(c).

• Roof insulation to comply with Clause 3.12.1.2 and as noted on the drawings.

• Roof lights to Clause 3.12.1.3.

• External wall insulation to be in accordance with Clause 3.12.1.4 and as noted on the drawings.

• Floor insulation to comply with Clause 3.12.1.5.

• External glazing in accordance with Clause 3.12.2.1 and as shown on the drawings.

Calculation of glazing areas as noted on the drawings.

• Building sealing in accordance with Part 3.12.3 and as noted on the drawings.

Received 22/10/2018

31 tilanbi st howrah#3 - city of clarence · 11/14/2018 · 31 tilanbi street howrah m. dunkley...

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