DEVELOPMENT APPLICATION - City of Clarence · 31-10-2019 · concrete must be manufactured to...
Transcript of 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.
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
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
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.)
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
N/A
SEP 2019
1551
MGA02
drawingGENERAL NOTES
issue description date
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.
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
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 ®ULATIONS 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.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND
R. & S. HYLAND
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
1:100
SEP 2019
1551
MGA03
drawingFLOOR PLAN
issue description date
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
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
(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
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND
R. & S. HYLAND
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
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
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
issue description date
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.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND
R. & S. HYLAND
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
1:50
SEP 2019
1551
MGA05
drawingSECTION A-A
issue description date
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
.
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
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
EXTERNAL MATERIALS & FINISHES
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.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND
R. & S. HYLAND
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND1:100
SEP 2019
1551
MGA06
drawingROOF PLAN
issue description date
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.
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
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
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND1:100
SEP 2019
1551
MGA07
drawingVERNADAH PLAN
issue description date
R. & S. HYLAND
SHEET No. 8 OF 12
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
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
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND1:100
SEP 2019
1551
MGA08
drawingVERNADAH ROOF PLAN
issue description date
R. & S. HYLAND
SHEET No. 9 OF 12
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
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.
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND1:100
SEP 2019
1551
MGA09
drawingVERNADAH ELEVATIONS
issue description date
R. & S. HYLAND
SHEET No. 10 OF 12
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
EXISTING FLOOR LEVEL
EXISTING FLOOR LEVEL
OUTLINE OF EXISTING RESIDENCE.CORRUGATED ROOF & MASONRY WALLS.
EXTERNAL MATERIALS & FINISHES
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.
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND1:100
SEP 2019
1551
MGA10
drawingVERNADAH ELEVATIONS
issue description date
R. & S. HYLAND
SHEET No. 11 OF 12
PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
OUTLINE OF EXISTING RESIDENCE.CORRUGATED ROOF & MASONRY WALLS.
EXTERNAL MATERIALS & FINISHES
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.
NORTH ELEVATION 1:100EXISTING
NORTH ELEVATION 1:100PROPOSED
PAINT FINISH TO EXISTING CHIMNEY.
EXISTING FLOOR LEVEL
EXISTING FLOOR LEVEL
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
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED VERANDAH & GARAGE3 CHURCH STREET
RICHMOND1:100
SEP 2019
1551
MGA11
drawingVERNADAH ELEVATIONS
issue description date
R. & S. HYLANDPO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]
SHEET No. 12 OF 12
EXISTING FLOOR LEVEL
EXISTING FLOOR LEVEL
OUTLINE OF EXISTING RESIDENCE.CORRUGATED ROOF & MASONRY WALLS.
EXTERNAL MATERIALS & FINISHES
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.
EAST ELEVATION 1:100EXISTING
EAST ELEVATION 1:100PROPOSED
A
B
CPAINT FINISH TO EXISTING CHIMNEY.
PAINT FINISH WHERE EXISTINGMASONRY IS LEFT EXPOSED.
D