374 Main Road, Glenorchy PO Box 103, Glenorchy TAS 7010 (03) 6216 6800 | [email protected]www.gcc.tas.gov.au ABN 19 753 252 493 DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-21-166 PROPOSED DEVELOPMENT: Partial demolition and outbuilding for Single dwelling LOCATION: 61 Main Road Claremont APPLICANT: L M Ferrall ADVERTISING START DATE: 05/05/2021 ADVERTISING EXPIRY DATE: 18/05/2021 Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 18/05/2021. During this time, any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected]. Representations must be received by no later than 11.59 pm on 18/05/2021, or for postal and hand delivered representations, by 5.00 pm on 18/05/2021. Version: 1, Version Date: 03/05/2021 Document Set ID: 2972995
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DEVELOPMENT APPLICATION - Glenorchy City Council...METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1 DESIGN & INSTALLATION OF SHEET ROOF & WALL CLADDING: METAL. ALL ROOF SHEETING, FLASHINGS,
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374 Main Road, GlenorchyPO Box 103, Glenorchy TAS 7010
PROPOSED DEVELOPMENT: Partial demolition and outbuilding for Single dwelling
LOCATION: 61 Main Road Claremont
APPLICANT: L M Ferrall
ADVERTISING START DATE: 05/05/2021
ADVERTISING EXPIRY DATE: 18/05/2021
Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 18/05/2021.
During this time, any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected].
Representations must be received by no later than 11.59 pm on 18/05/2021, or for postal and hand delivered representations, by 5.00 pm on 18/05/2021.
Version: 1, Version Date: 03/05/2021Document Set ID: 2972995
DESIGN WIND SPEED - 41m/s (TC2, REGION 'A') 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) - 'BAL LOW'SITE IS GREATER THAN 100m FROM AN AREA OF BUSH-FIRE PRONE VEGETATION EQUAL TO ORGREATER THAN 1 HECTARE. EXISTING MANAGED LAND SURROUNDS THE SITE WITHIN 100m.
ALPINE AREA (fire safety) - NO
CORROSION ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than100m from 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 - 64.00m²
F.D.I. - TASMANIA 50
VEGETATION CLASSIFICATION - N/A
DISTANCE TO CLASSIFICATION - 100+ metres
SLOPE OF LAND UNDER CLASSIFIED VEGETATION - N/A
BAL CLASSIFICATION - BAL LOW
NOTES:-THE BUSH FIRE ATTACK LEVEL ASSESSMENT UNDERTAKEN IS INACCORDANCE WITH AS 3959-2009.
AERIAL PHOTOGRAPHY WAS USED AND A SITE VISIT WASUNDERTAKEN TO DETERMINE THE BUSHFIRE ATTACK LEVEL.
SUBJECT SITE & NEIGHBOURING PROPERTIES CONSIST OF LOWTHREAT VEGETATION INCLUDING MANAGED GRASSLAND,MAINTAINED LAWNS, CULTIVATED GARDENS, NATURE STRIPS &WINDBREAKS.
ALSO SURROUND LAND IS CURRENTLY UNDERGOINGDEVELOPMENT FOR RESIDENTIAL PURPOSES WITH NEW ROADNETWORKS AND SERVICE INSTALLATION. THESE ALLOTMENTSARE CURRENTLY VEGETATED BY SHORT GRASSES.
NEARBY DEVELOPED ALLOTMENTS CONSIST OF DWELLINGS,OUTBUILDINGS, GARDEN BEDS AND HARDSTAND AREAS.
BAL CALCULATIONS
LOCATION PLAN
SUBJECT PROPERTY.
100m ZONE MEASURED FROM PROPERTY.
GOOGLE EARTH IMAGE - NOT TO SCALE
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 CONTRACTORIS 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"SSUED 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.
Version: 1, Version Date: 28/04/2021Document Set ID: 2970810Version: 1, Version Date: 30/04/2021Document Set ID: 2972517
64mm TOPHAT WALL GIRTS OVER 'C' SECTION PORTAL FRAME.REFER TO DRAWINGS PROVIDED BY 'STEELINE'.COLORBOND 'MONUMENT' 'STEELCLAD' SHEET WALL CLADDINGOVER.
RD1 2700 high x 2990 wide 'SERIES A' WIND-LOCKED ROLLER-DOORCOLORBOND - 'MOUNMENT'.
PLUMBING NOTESALL INTERNAL SEWER WORKS ARE TO BE IN ACCORDANCE WITH AS3500PARTS 1, 2 & 3, THE NATIONAL PLUMBING CODE (NCC 2019 - VOLUME 3),LOCAL COUNCIL AND 'TAS WATER' REQUIREMENTS.
THE CONTRACTOR MUST DETERMINE AND CONFIRM THE LOCATION OF ALLEXISTING DRAINAGE & CONNECTION POINTS BEFORE COMMENCINGWORK.
ALL DRAINS SHALL BE ADEQUATELY SUPPORTED. SUPPORTS SHALL ALLOWFOR EXPANSION, AND MUST BE FITTED AT THE TIME OF PIPE INSTALLATION.
UNLESS NOTED OTHERWISE, ALL SEWER DRAINS SHALL BE PVC SEWER CLASS"SN6" TO AS 1260.
THE PLUMBING CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS &PRESSURE TESTING REQUIRED BY TAS WATER OR LOCAL AUTHORITY PRIORTO CONCEALMENT. PRESSURE TESTING SHOULD BE CARRIED OUTPROGRESSIVELY DURING CONSTRUCTION TO DETERMINE THE PRESENCE OFLEAKS.
ALL CONNECTIONS TO COUNCIL OR Tas Water SERVICES SHALL BEUNDERTAKEN BY BY THE COUNCIL OR Tas Water AUTHORITY AT THEDEVELOPER'S COST.
THE BUILDER SHALL CONFIRM THE PRESENCE & LOCATION OF ALL EXISTINGSERVICES ON THE SITE & WITHIN THE AREA OF WORKS. ALL DANGEROUSSERVICES (underground & overhead) MUST BE CLEARLY IDENTIFIED.
MINIMUM PIPE GRADES:- STORMWATER - 1.00% (1:100)
DP - NEW Ø75 uPVC DOWNPIPE. PAINTED.
NEW DP
8000
8000
PROTECTIVE COATINGS FOR STEELWORK (FROM BCA TABLE 3.4.4.2)
ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than 100m from saltwater 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.
(to
outs
ide
edge
of s
lab)
RD1
RD1
EX. MASONRY WALL,3.30m HIGH.
1000
1190
1000
REMOVE PARTEX. S/W DRAIN.
NEW I.O.CONNECT NEW DP INTO NEW 2000L
SLIMLINE STORMWATER DETENTION TANKWITH DRIP FEED INTO OVERFLOW PIPE.
DN100 S/W OVERFLOW INTO300 x 300 GRATED PIT.
CONNECT NEW DN100 S/W DRAIN INTOEXISTING S/W SYSTEM (locate on site).
A. S/W DETENTION TANK ADDED. 28.4.21
Version: 1, Version Date: 28/04/2021Document Set ID: 2970810Version: 1, Version Date: 30/04/2021Document Set ID: 2972517
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.
Version: 1, Version Date: 28/04/2021Document Set ID: 2970810Version: 1, Version Date: 30/04/2021Document Set ID: 2972517
sjeffrey_12
Planning Stamp 3
sjeffrey_13
Text Box
21-166
sjeffrey_14
Text Box
28/04/21
MATT GILLEY building designerproject
proprietor
scale
date drawn
project no. drawing no.
PROPOSED GARAGE61 MAIN ROAD
CLAREMONT1:100
APR 2021
1689
MGA06
drawingELEVATIONS
L. FERRALL
SHEET No. 7 OF 8
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/FLASHING TO BASE OF SHEETS.
REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.
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
Bcapping
A
R.C. SLAB ON GRADE. REFER TODETAILS BY SHED MANUFACTURER.
STEEL FRAMED ROOF & WALL CONSTRUCTION.REFER TO DETAILS BY SHED MANUFACTURER.
5° pitch
A
GARAGE
FINISHED SLAB LEVEL
TOP OF PORTAL FRAME
3000
FINISHED SLAB LEVEL
TOP OF PORTAL FRAME
D
FOOTING & SLAB DETAILSAS PER SHED SUPPLIERS DETAILS.