development application - city of clarence · 31-10-2019 · concrete must be manufactured to...

DEVELOPMENT APPLICATION

PDPLANPMTD-2019/003996

APPLICANT: R & S Hyland

PROPOSAL: Dwelling Addition & Outbuilding

LOCATION: 3 Church Street, RICHMOND

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 31 October 2019

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 31 October 2019.

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

31 October 2019.

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.

mailto:[email protected]

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

ARCHITECTURAL

SCHEDULE OF DRAWINGS

PROPOSED VERANDAH & GARAGENo. 3 CHURCH STREET, RICHMONDR. & S. HYLAND

MATT GILLEY building designer

PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]

project no.

1551

SHEET No. 1 OF 12

LAND CERTIFICATE OF TITLE REFERENCE No. - 164886/1

SOIL REPORT CONSULTANT & CLASSIFICATION - NONE PROVIDED

DESIGN WIND SPEED - 41m/s (TC2) refer to details provided by 'ShedTech'.

CLIMATE ZONE FOR THERMAL DESIGN (building code of australia) - ZONE 7

BUSHFIRE-PRONE AREA BAL RATING (bushfire attack level) - TO BE CONFIRMED.

ALPINE AREA (fire safety) - NO

CORROSION ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than 100mfrom salt water not subject to breaking surf or heavy non-industrial areas).

GENERAL INFORMATION

EXTERNAL BUILDING AREAS (proposed)

accreditation no.

CC 5666 C

PROPOSED COLORBOND GARAGE - 54.00m²

PROPOSED VERANDAH ADDITIONS - 90.20m²

A01 SITE PLANA02 GENERAL NOTESA03 GARAGE FLOOR PLANA04 ELEVATIONS (garage)A05 SECTION A-A (garage)A06 ROOF PLAN (garage)A07 VERANDAH PLANA08 VERANDAH ROOF PLANA09 ELEVATIONS (verandah)A10 ELEVATIONS (verandah)A11 ELEVATIONS (verandah)

MATT GILLEY building designerproject

proprietor

scale

date drawn

project no. drawing no.

1:250

SEP 2019

1551

MGA01

drawingSITE PLAN

n o r t h

C.T. 14363/1No. 58

3 890m²

SHEET No. 2 OF 12


IMPORTANT2. DO NOT SCALE DRAWINGS.

1. USE WRITTEN DIMENSIONS ONLY.

MANUFACTURERS WRITTEN INSTRUCTIONS.

THE RELEVANT LOCAL AUTHORITY.

STANDARDS, BUILDING CODE OF AUSTRALIA AND PRODUCT 6. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH RELEVANT

AND/OR SPECIFICATIONS HAVE BEEN STAMPED AS 'APPROVED' BY 4. ENSURE THAT THIS DRAWING AND ANY ACCOMPANYING DETAILS

3. THE CONTRACTOR IS TO CHECK ALL LEVELS, DATUMS, ANDDIMENSIONS IN RELATION TO THE DRAWINGS AND THE SITE BEFOREPROCEEDING WITH THE WORK OR SHOP DRAWINGS.

5. THE PROPRIETOR IS TO ENSURE THAT ANY "CONDITIONS OF APPROVAL"ISSUED BY THE BUILDING SURVEYOR, RELEVANT COUNCIL AND OTHERSTATUTORY AUTHORITIES ARE PASSED ONTO THE CONTRACTOR BEFORECONSTRUCTION BEGINS.

7. ANY ALTERATION TO THE CONSTRUCTION AND/OR MATERIALSINDICATED IN THESE DRAWINGS IS TO BE APPROVED BY THE DESIGNER,THE ENGINEER, THE BUILDING SURVEYOR, AND THE PROPRIETOR BEFOREPROCEEDING WITH THE WORK.

8. IF IN DOUBT:- ASK!! CONTACT THE BUILDING DESIGNER AND/ORRELEVANT CONSULTANT.

issue description date

SITE IS LOCATED WITHIN THE FOLLOWING AREAS OF THECLARENCE INTERIM PLANNING SCHEME 2015:-· GENERAL RESIDENTIAL ZONE 10.0· BUSHFIRE PRONE AREA.· HERITAGE AREA (Richmond Heritage Overlay).

SITE PLAN 1:250TOTAL SITE COVERAGE - 21.92%

SITE AREA - 1 432m²

SITE COVERAGE (as per Clarence Interim Planning Scheme 2015)

EXISTING RESIDENCE - 169.79m²

PROPOSED GARAGE - 54.00m²

PROPOSED VERANDAHS (total) - 90.20m² C H U R C H S T R E E TTOTAL - 313.99m²

BOUNDARY 32.50m

PROPOSED VERANDAH & GARAGE3 CHURCH STREET

RICHMOND

R. & S. HYLAND

500

± 8580

1180

0

± 5380

± 61

74

3500

1500

PROPOSED 9.00m x 6.00mCOLORBOND GARAGE

DEMOLISH EXISTING GARDEN SHED.

DEMOLISH EXISTING CARPORT.

EXISTING RESIDENCE

EXISTING GRAVEL DRIVEWAY.

PROPOSED CONSOLIDATEDGRAVEL DRIVEWAY EXTENSION.

SW M/HSEWER M/H

SEWER MAIN

STORMWATER MAIN

DRAINAGEEASEMENT

3.00m WIDE

BOUN

DA

RY 4

4.00

m

BOUN

DA

RY 4

4.00

m

BOUNDARY 32.60m

PROPOSED 2.00m WIDEVERANDAH ADDITION.

PROPOSED 3.00m WIDEVERANDAH ADDITION.

(600

0 m

in.)


proprietor

scale

date drawn


N/A

SEP 2019

1551

MGA02

drawingGENERAL NOTES


SHEET No. 3 OF 12

ALL FLOOR, WALL & ROOF CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITHAS 3959 - CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREAS. REFER TOARCHITECTURAL DWGS FOR TYPICAL DETAILS AND BUSH FIRE HAZARD ASSESSMENT,MANAGEMENT PLAN & SPECIFICATION PROVIDED BY OTHER CONSULTANTS.

MINIMUM CEILING HEIGHTS SHALL BE GENERALLY 2.4m, UNLESS IN A KITCHEN, HALL,BATHROOM, LAUNDRY OR GARAGE, WERE A MINIMUM OF 2.1m IS ACCEPTABLE. MINIUMCEILING HEIGHTS ABOVE THE NOSINGS OF STAIR TREADS MUST BE 2.0m CLEAR.

PROVIDE ARTIFICIAL LIGHTING TO ALL ROOMS IN ACCORDANCE WITH AS/NZS 1680.0.LIGHTING LAYOUT TO BE CO-ORDINATED BETWEEN THE OWNER AND BUILDER.

ALL WINDOWS AND INTERNAL GLAZING SHALL BE TAGGED OR CERTIFIED COMPLIANTWITH AS1288 (safety) AND AS2047(weatherproofing). GLAZING SHALL ALSO COMPLYWITH PART 3.6 OF THE B.C.A.

GENERAL NOTESWHEN CARRYING OUT THE BUILDING WORK, A BUILDER (or owner builder) SHOULD BEFAMILIAR WITH GENERAL CONSTRUCTION PRACTICES, THE REQUIREMENTS OF THE BUILDINGCODE OF AUSTRALIA (BCA), AS WELL AS LOCAL COUNCIL RULES/REGULATIONS.

A COPY OF ALL PLANNING, BUILDING & PLUMBING PERMITS, AND DRAWINGS STAMPED"APPROVED" BY THE LOCAL AUTHORITY MUST BE KEPT ON SITE.

THESE DRAWINGS ARE TO BE READ IN CONJUCTION WITH THE SHED MANUFACTURER'SPLANS, DETAILS & SPECIFICATIONS FOR ALL CONCRETE FOOTINGS & SLABS, & STEELFRAMING.

EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH PART 3.1.1 OF BCA.EXCAVATION & FILL UTILISING UNPROTECTED EMBANKMENTS SHALL BE IN ACCORDANCEWITH TABLE 3.1.1.1 OF THE BCA.

IF RECOMMENDED IN SOIL REPORT OR BY STRUCTURAL ENGINEER, SUB-SOIL DRAINAGEAROUND THE BUILDING MUST BE CARRIED OUT IN ACCORDANCE WITH PART 3.1.2 OF THEBCA AND AS/NZS 3500.3.2 OR AS/NZS 3500.5 (domestic installations, section 5).

FOOTING & SLAB CONSTRUCTION (including vapour barriers & damp-proofing membranes)SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS 2870, AND MUSTCOMPLY WITH PART 3.2 OF THE BCA. NO EDGE REBATE SHALL BE LESS THAN 20mm.DESIGN & CERTIFICATION TO BE BY AN ACCREDITED PRACTICING STRUCTURAL ENGINEER.

CONCRETE MUST BE MANUFACTURED TO COMPLY WITH AS 3600 - AND HAVE A MINIMUMSTRENGTH OF OF 25MPa (N25) AT 28 DAYS. STEEL REINFORCING MUST COMPLY WITH AS2870. GENERALLY CONCRETE AND REINFORCING MUST COMPLY WITH PART 3.2.3 OF BCA,ALSO REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES AND DETAILS.

FOOTING AND SLAB CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH PART3.2.5 OF BCA AND AS 2870. ALSO REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES ANDDETAILS.

ALL STEEL WALL & ROOF FRAMING SHALL BE CARRIED OUT IN ACCORDANCE WITH PART3.4.2 OF THE BCA, AS 4100 AND AS/NZS 4600. DESIGN & CERTIFICATION TO BE BY ANACCREDITED PRACTICING STRUCTURAL ENGINEER. ALSO REFER TO STRUCTURAL ENGINEER'SGENERAL NOTES AND DETAILS.

ALL TIMBER FLOOR, WALL & ROOF FRAMING SHALL BE CARRIED OUT IN ACCORDANCE WITHPART 3.4.3 OF THE BCA, AS 1684.2 AND/OR AS 1684.4. DESIGN & CERTIFICATION TO BE BYAN ACCREDITED PRACTICING STRUCTURAL ENGINEER. ALSO REFER TO STRUCTURAL NOTESAND DETAILS.

ROOF CLADDING SHALL BE INSTALLED IN ACCORDANCE WITH PART 3.5.1 OF BCA.COLORBOND FINISH TO SHEET ROOFS (uno) AS SELECTED BY OWNER. ALL RIDGES, FASCIAS,BARGE ENDS, HIP ENDS AND ROOF PENETRATIONS MUST BE PROPERLY FLASHED ANDSEALED(i.e. watertight). REFER TO ARCHITECTURAL DWGS FOR TYPICAL SARKING DETAILSAND EXTENT OF ROOF CLADDINGS.

ALL GUTTERS AND DOWNPIPES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCEWITH AS/NZS 3500.3.2 OR AS/NZS 3500.5 (domestic installations, section 5). REFER TOARCHITECTURAL DWGS FOR TYPICAL GUTTER & FASCIA DETAILS.


WHS REGULATIONS 2012WORKPLACE HEALTH & SAFETY REGULATIONS 2012 (WHS REGULATIONS) REQUIRE THERETO BE A PRINCIPAL CONTRACTOR (THE BUILDER) FOR ANY PROJECT WITH ACONSTRUCTION VALUE OVER $250,000.

THE BUILDER SHALL SAFELY CARRY OUT ALL WORK IN ACCORDANCE WITH WHSREGULATIONS. THE WHS REGULATIONS REQUIRE THAT BEFORE STARTING WORK THEBUILDER MUST IDENTIFY ALL OF THE HIGH RISK CONSTRUCTION WORK THAT WILL BEUNDERTAKEN, DEVELOP SAFE WORK METHOD STATEMENTS FOR THESE, AND ENSURE THATALL WORK IS CARRIED OUT IN ACCORDANCE WITH THEM.

POWER SUPPLYWHERE WORK IS IN PROXIMITY TO OVERHEAD POWER LINES, THE BUILDER SHALL FORMAN APPROPRIATE SAFE WORK STRATEGY. WHERE THE EXISTING POWER SUPPLY NEEDSTO BE RELOCATED, THE BUILDER SHALL CONSULT WITH 'AURORA' & ALL OTHER RELEVANTAUTHORITIES. POWER LINE RELOCATION SHALL BE CONDUCTED IN A SAFE MANNER,AND IN ACCORDANCE WITH ALL RELEVANT STANDARDS & REGULATIONS.

CONSTRUCTION WORK - CODE OF PRACTICETHE CODE OF PRACTICE FOR CONSTRUCTION WORK IS AN APPROVED CODE OFPRACTICE UNDER SECTION 274 OF THE WORK HEALTH & SAFETY ACT (the WHS Act).

AN APPROVED CODE OF PRACTICE IS A PRACTICAL GUIDE TO ACHIEVING THESTANDARDS OF HEALTH, SAFETY AND WELFARE REQUIRED UNDER THE WHS ACT AND THEWORK HEALTH & SAFETY REGULATIONS (WHS regulations).

THE CODE PROVIDES GUIDANCE TO PRINCIPAL CONTRACTORS AND OTHER PERSONSCONDUCTING A BUSINESS OR UNDERTAKING, WHO CARRYOUT CONSTRUCTION WORK,ON HOW TO MEET THE HEALTH & SAFETY REQUIREMENTS UNDER THE WHS ACT &REGULATIONS RELATING TO CONSTRUCTION WORK.

THE CODE SHOULD BE READ IN CONJUNCTION WITH OTHER CODES OF PRACTICE ONSPECIFIC HAZARDS AND CONTROL MEASURES RELEVANT TO THE CONSTRUCTIONINDUSTRY INCLUDING (but not limited to):-

· DEMOLITION WORK· EXCAVATION WORK· MANAGING ELECTRICAL RISK AT THE WORKPLACE· MANAGING THE RISK OF FALLS AT WORKPLACES· MANAGING NOISE AND PREVENTING HEARING LOSS AT WORK· PREVENTING FALLS IN HOUSING CONSTRUCTION· CONFINED SPACES· HAZARDOUS MANUAL TASKS· FIRST AID IN THE WORKPLACE· SAFE DESIGN OF STRUCTURES

A COPY OF THE CODE OF PRACTICE FOR CONSTRUCTION WORK CAN BE DOWNLOADEDFROM THE FOLLOWING LINK:-http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/construction-work

PROTECTIVE COATINGS FOR STEELWORK (FROM BCA TABLE 3.4.4.2)

ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than 100m fromsalt water not subject to breaking surf or heavy non-industrial areas).

NO PROTECTION REQUIRED FOR INTERNAL STEELWORK IN A PERMANENTLY DRY LOCATION.

EXTERNAL STEELWORK PROTECTION OPTIONS:-

1. 2No. COATS ALKYD PRIMER.2. 2No. COATS ALKYD GLOSS.3. HOT DIP GALVANISE 300g/m²4. HOT DIP GALVANISE 100g/m² min. PLUS (a) 1No. COAT SOLVENT BASED VINYL PRIMER; OR (b) 1No. COAT VINYL GLOSS OR ALKYD.


RICHMOND

R. & S. HYLAND


proprietor

scale

date drawn


1:100

SEP 2019

1551

MGA03

drawingFLOOR PLAN


FLOOR PLAN 1:100

WALL KEY

64mm TOPHAT WALL GIRTS OVER 'C' SECTION PORTAL FRAME.REFER TO DRAWINGS PROVIDED BY 'STEELINE'.COLORBOND 'STEELCLAD' SHEET WALL CLADDING OVER.

PROPOSED VERANDAH & GARAGE - 54.00m²

ridge

line

over

NEW GARAGE

SHEET No. 4 OF 12


(r.c. slab on grade)

ALL PLUMBING & DRAINAGE SHALL COMPLY WITH AS 3500, THE TASMANIANPLUMBING CODE, THE PLUMBING CODE OF AUSTRALIA & THE MUNICIPLESTANDARD DRAWINGS.

UNLESS NOTED OTHERWISE, ALL SEWER AND STORMWATER DRAINS SHALL BEPVC SEWER CLASS "SN6" TO AS 1260.

ALL CONNECTIONS TO COUNCIL OR Tas Water SERVICES SHALL BE UNDERTAKENBY BY THE COUNCIL OR Tas Water AUTHORITY AT THE DEVELOPER'S COST.

PLUMBING NOTES

THE BUILDER SHALL CONFIRM THE PRESENCE & LOCATION OF ALL EXISTING SERVICESON THE SITE & WITHIN THE AREA OF WORKS. ALL DANGEROUS SERVICES (underground& overhead) MUST BE CLEARLY IDENTIFIED.

MINIMUM PIPE GRADES:- STORMWATER - 1.00% (1:100)

DP - NEW Ø75 uPVC DOWNPIPE. PAINTED.

AA05

DPROLL-A-DOOR 2700h x 4270w

AA05

820mmP.A. DOOR

AA05A

A05

6000

9000

(to

outs

ide

edge

of s

lab)

DP

(to outside edge of slab)

DN100 stormwater

DISCHARGE/CONNECT INTOEX. STORMWATER SYSTEM.

n o r t h


RICHMOND

R. & S. HYLAND


proprietor

scale

date drawn


1:100

SEP 2019

1551

MGA04

drawingELEVATIONS

SHEET No. 5 OF 12

NORTH ELEVATION 1:100

EAST ELEVATION 1:100

INSTALL COLORBOND WALL SHEETING IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE COLORBOND FLASHINGS TO ALL WINDOW HEAD,SILL & JAMBS; AND ALL INTERNAL/EXTERNAL CORNERS. COLORBOND TRIM/FLASHINGTO BASE OF SHEETS.

REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.

COLORBOND WALL CLADDING



EXTERNAL MATERIALS & FINISHES

B

30° pitch

A

DP

SOUTH ELEVATION 1:100

FFL

TOP OF PORTAL FRAME

B

D

820mm PA DOOR.COLOUR - SHALE GREY.

B

CA

D

2700

FFL

TOP OF PORTAL FRAME

2700

4430

TOP OF ROOF

DP

A

A

B

C

WEST ELEVATION 1:100

D

820mm PA DOOR. COLOUR - MONUMENT.

B

4430

TOP OF ROOF

2700 high x 4270 wide 'SERIES AA' ROLLER-DOOR. FITTED WITHREMOTE DOOR OPENER. COLORBOND - SURFMIST.

METAL 115mm QUAD GUTTERING, BARGE & FASCIA BOARDS.COLORBOND FINISH - SURFMIST.

CORRUGATED 0.42 BMT ROOF SHEETING.COLORBOND - SURFMIST.

'STEELCLAD' 0.42 BMT SHEET WALL CLADDING.COLORBOND - SHALE GREY.


RICHMOND

R. & S. HYLAND


proprietor

scale

date drawn


1:50

SEP 2019

1551

MGA05

drawingSECTION A-A


SHEET No. 6 OF 12

SECTION A - A 1:50AA03

Bridge

capping

GARAGE

1:10

FFL

TOP OF PORTAL FRAME

SLAB ON GRADE 1:10TYPICAL

REFER TO SHED MANUFACTURER'SSLAB & FOOTING DETAILS FOR REINFORCING.

COMPACTED SUB-BASE.

75 - 100mm LAYERCOMPACTED 20mm FCR BASEPREPARATION.

0.2mm 'FORTECON' OR APPROVED EQUIVALENT(not required for external pavement slab).

30mm SAND BEDDING.

100

min

.


ALL FOOTINGS SHALL BEAR ON APPROVED FOUNDATION.TO BE INSPECTED BY BUILDING SURVEYOR or ENGINEERPRIOR TO POURING CONCRETE.

A

FALL GROUND SURFACE AWAY FROM BUILDINGPERIMETER - MIN. 50mm OVER THE FIRST 1.00m

fall

R.C. SLAB ON GRADE.REFER TO DETAILS BY SHEDMANUFACTURER.

STEEL FRAMED ROOF & WALL CONSTRUCTION.REFER TO DETAILS BY SHED MANUFACTURER.

REFER TO SHED MANUFACTURER'SDETAILS FOR PORTAL FRAME BASECONNECTION TO R.C. SLAB.

2700

A


B

C

A

D

2700 high x 4270 wide 'SERIES AA' ROLLER-DOOR. FITTED WITHREMOTE DOOR OPENER. COLORBOND - SURFMIST.

METAL 115mm QUAD GUTTERING, BARGE & FASCIA BOARDS.COLORBOND FINISH - SURFMIST.

INSTALL COLORBOND WALL SHEETING IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE COLORBOND FLASHINGS TO ALL WINDOW HEAD,SILL & JAMBS; AND ALL INTERNAL/EXTERNAL CORNERS. COLORBOND TRIM/FLASHINGTO BASE OF SHEETS.

REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.

COLORBOND WALL CLADDING

THESE DRAWINGS DO NOT COVER FOOTING & SLAB DETAILS.THEY ARE TO BE READ ALONGSIDE THE STANDARD FOOTING & SLABDRAWINGS & DETAILS PROVIDED BY THE SHED MANUFACTURER/SUPPLIER(STEELINE ROOFING). A SOIL TEST/REPORT HAS NOT BEEN CARRIED OUT ORPROVIDED TO THE DESIGNER.

BEFORE COMMENCING BUILDING WORK:- FINAL FOOTING & SLABSPECIFICATIONS WILL NEED TO BE CONFIRMED BY A STRUCTURAL ENGINEERAND/OR THE BUILDING SURVEYOR.

FOOTING & SLAB NOTE

30° pitch

CORRUGATED 0.42 BMT ROOF SHEETING.COLORBOND - SURFMIST.

'STEELCLAD' 0.42 BMT SHEET WALL CLADDING.COLORBOND - SHALE GREY.


RICHMOND

R. & S. HYLAND


proprietor

scale

date drawn



RICHMOND1:100

SEP 2019

1551

MGA06

drawingROOF PLAN


R. & S. HYLAND

SHEET No. 7 OF 12

NEW Ø75 uPVC DOWNPIPE. PAINTED FINISH TO MATCH WALL CLADDING.

ROOF KEY & NOTES

R1 CUSTOM ORB STEEL ROOF CLADDING. 30° PITCH.COLORBOND FINISH - SURFMIST.

DP

TYPICAL GUTTER:-115mm COLORBOND 'D' PROFILE GUTTERING,1:500 FALL. COLORBOND FINISH - SURFMIST.

ROOF PLAN 1:100

EXTERNAL WALL LINE (below)SHOWN DASHED.


METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1 DESIGN & INSTALLATION OF SHEETROOF & WALL CLADDING: METAL.

ALL ROOF SHEETING, FLASHINGS, CAPPINGS, FIXINGS AND PENETRATION FLASHING SHALLBE INSTALLED IN ACCORDANCE WITH AS 1562.1 & MANUFACTURER'S DETAILS &SPECIFICATIONS.

ALL FIXINGS/FASTENERS SHALL BE GALVANISED, AND COMPLY WITH THE RELEVANTAUSTRALIAN STANDARDS. CUSTOM ORB SHEETS CREST FIXED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATION.

ROOFING NOTES

WHEREVER POSSIBLE, ROOF SHEETS ARE TO BE LAID WITH ONE AND A HALF SIDE LAPS,ENSURING THAT THE SIDE LAP IS FACING AWAY FROM PREVAILING WEATHER.

ROOF SHEETS MUST BE LAID, WHEREVER POSSIBLE, USING COMPLETE LENGTHS FROMFASCIA TO RIDGE.

ALL ROOF FLASHINGS AND CAPPINGS MUST BE PURPOSE MADE, MACHINE FOLDEDCOLORBOND SHEET. FLASHINGS THAT RUN PARALLEL WITH THE ROOF SHEET SHOULD HAVETHEIR EDGE TURNED DOWN TO DIP INTO THE ROOF SHEET PAN/VALLEY. FLASHINGS THATRUN ACROSS THE TOP OF THE ROOF SHEETING SHALL ALSO HAVE THEIR EDGE TURNEDDOWN AND NOTCHED TO FIT OVER THE 'TRIMDEK' SHEET RIBS. ALL FLASHINGS SHALL BEFIXED AT 600 cts. max.

FOLDED BARGE & RIDGE CAPPINGCOLORBOND FINISH - SURFMIST.

gable end

gutte

r 1:5

00 fa

ll30° fall

R1

gable end

DP

9000

6000

30° fall

R1

DP

gutte

r 1:5

00 fa

ll

n o r t h


proprietor

scale

date drawn



RICHMOND1:100

SEP 2019

1551

MGA07

drawingVERNADAH PLAN


R. & S. HYLAND

SHEET No. 8 OF 12


VERANDAH PLAN 1:100

2000

3000

NEW VERANDAH ROOF.EXISTING FRONT ENTRY & STEPS.

EXISTING ROOF LINEOVER EXISTING BRICK RESIDENCE.

NEW VERANDAH ROOF.

EXISTING CONCRETE STEPS.

NEW TREATED PINE COLUMNS& ROOF FRAMING (typical).

18710

NEW TREATED PINE COLUMNS& ROOF FRAMING (typical).

n o r t h


proprietor

scale

date drawn



RICHMOND1:100

SEP 2019

1551

MGA08

drawingVERNADAH ROOF PLAN


R. & S. HYLAND

SHEET No. 9 OF 12


VERANDAH PLAN 1:100

2000

3000

NEW VERANDAH ROOF.

EXISTING ROOF LINEOVER EXISTING BRICK RESIDENCE.

NEW VERANDAH ROOF.

18710

n o r t h

5° ROOF FALL

5° ROOF FALL

ex. roof fall ex. roof fall

ex. roof fall

ex. roof fall

EXISTING EXTERNAL WALL LINE UNDER.

REMOVE PART OF EX. GUTTER TOALLOW FIXING OF NEW ROOF FRAME.

REMOVE PART OF EX. GUTTER TOALLOW FIXING OF NEW ROOF FRAME.


proprietor

scale

date drawn



RICHMOND1:100

SEP 2019

1551

MGA09

drawingVERNADAH ELEVATIONS


R. & S. HYLAND

SHEET No. 10 OF 12


EXISTING FLOOR LEVEL


OUTLINE OF EXISTING RESIDENCE.CORRUGATED ROOF & MASONRY WALLS.


B

CA

D

NEW VERANDAH:- 0.42 BMT CORRUGATED ROOF SHEETINGCOLORBOND FINISH - SURF MIST. GENERALLY TREATED PINEFRAMING. SHALE GREY PAINT FINISH TO COLUMNS.

NEW WHITE PAINT FINISH TO ALL EXISTING TIMBER DOORS& WINDOW FRAMES

'JAMES HARDIE' FIBRE CEMENT WEATHERBOARDS(type to be confirmed). PAINT FINISH - SHALE GREY.FIX TO EX. MASONRY WALLS OVER BATTENS. NEW TRIMSAROUND EX. WINDOW & DOOR FRAMES.

PAINT FINISH TO EXISTING CORRUGATED ROOF.COLOUR - SURF MIST.

WEST ELEVATION 1:100EXISTING

WEST ELEVATION 1:100PROPOSED

A

B

C

D

PAINT FINISH TO EXISTING CHIMNEY.


proprietor

scale

date drawn



RICHMOND1:100

SEP 2019

1551

MGA10



R. & S. HYLAND

SHEET No. 11 OF 12




B

CA

D





NORTH ELEVATION 1:100EXISTING

NORTH ELEVATION 1:100PROPOSED

PAINT FINISH TO EXISTING CHIMNEY.



PAINT FINISH WHERE EXISTINGMASONRY IS LEFT EXPOSED.

AA

B

C C C C

B DD

2490

2560

SOUTH ELEVATION 1:100EXISTING

SOUTH ELEVATION 1:100PROPOSED


proprietor

scale

date drawn



RICHMOND1:100

SEP 2019

1551

MGA11



R. & S. HYLANDPO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]

SHEET No. 12 OF 12





B

CA

D





EAST ELEVATION 1:100EXISTING

EAST ELEVATION 1:100PROPOSED

A

B

CPAINT FINISH TO EXISTING CHIMNEY.

PAINT FINISH WHERE EXISTINGMASONRY IS LEFT EXPOSED.

D

development application - city of clarence · 31-10-2019 · concrete must be manufactured to...

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