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Appendix A - Amended Plans
Plans and drawings
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Log in to see the plans as drawnAmended Plans of the Proposed Building within the Reconfiguration of APPENDIX A Lots 11 & 12 on RP43995 | | (Ref: AD21-001 Rev 6 prepared by Antonia Jayne Design)
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Full text of pages 2 to 12 (of 14)
Page 2
Drawing Legend (generic)
ARTISTS IMPRESSION BLE BUILDING LINE ENVELOPE
OMP OUTER MOST PROJECTION
AC AIR-CONDITIONING CONDENSOR
PCD PREMISES CONNECTION DEVICE
FRL FIRE RESISTANCE LEVEL
RL RELATIVE LEVEL
AHD AUSTRALIAN HEIGHT DATUM
DP DOWN PIPE
ENS ENSUITE
WIR WALK IN ROBE
PDR POWDER ROOM
OH OVER HEAD
ENS. ENSUITE
L'DRY LAUNDRY
NCC NATIONAL CONSTRUCTION CODE
QDC QUEENSLAND DEVELOPMENT CODE
DH DOUBLE HUNG
WC TOILET SUITE
DP DOWNPIPE
T.B.C TO BE CONFIRMED
UBF UNDER BENCH FRIDGE
SGPO SINGLE GENERAL POWER OUTLET
GPO GENERAL POWER OUTLET
SD SMOKE DETECTOR
DW DISH WASHER LOCATION
FFL FINISHED FLOOR LEVEL
JL JOINERY LINE
TP TOP PLATE
NGL NATURAL GROUND LEVEL
FGL FINISHED GROUND LEVEL
AW AWNING WINDOW
SW SLIDING WINDOW
SGD SLIDING GLASS DOOR
OBS OBSCURE GLASS
AFFL ABOVE FINISHED FLOOR LEVEL
PTY PANTRY
F FRIDGE LOCATION
EO EMPTY OPENING
HWU HOT WATER SYSTEM
FG FIXED GLASS
CS CAVITY SLIDER
UBO UNDER BENCH OVEN
VSD VINYL SLIDING DOOR
RED STREET VIEW RECTORY STREET VIEW FC FIBRE CEMENT
UNO UNLESS NOTED OTHERWISE
MH CEILING ACCESS HATCH
AC AIR CONDITIONER
AD21-001_13RECTORYSTREET for Kate Mayne & Kent Mayne
13 Rectory Street Pomona QLD 4568
Stage: FOR APPROVAL
Drawing Schedule Revision Schedule
ID Drawing Name Issue ID Date Amendments
A.0 TITLE PAGE
CONCEPT - CLIENT
A.00 ARCHITECTURAL SPECIFICATION 03 19/10/21
AMENDMENTS
A.01 SITE PLAN
A.02 GROUND FLOOR - EXISTING / DEMOLITION PLAN
04 28/10/21 DEVELOPMENT APPROVAL
A.03 FIRST FLOOR - EXISTING / DEMOLITION PLAN
A.04 EXIST / DEMO ELEVATIONS
DEVELOPMENT APPROVAL -
A.05 PROPOSED GROUND FLOOR PLAN 05 26/1/22
council feedback
A.06 PROPOSED FLOOR PLAN UPPER
A.07 ELEVATIONS 1
DEVELOPMENT APPROVAL -
A.08 ELEVATIONS 2 06 18/2/22
client amendments
A.09 PROPOSED ELECTRICAL PLAN
A.10 ROOF PLAN
A.11 STREET ELEVATIONS antoniajayne Design
0409 366 854
North Booval QLD 4304
[email protected]
www.ajdesigndp.com
QBCC: 15133061
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder.
Page 3
BE ADVISED : SOME CLAUSES IN THIS SPECIFICATION MAY NOT BE RELEVANT TO THIS PROJECT
1.0 GENERAL 11.0 CEILINGS
1.1 ALL DIMENSIONS SHALL BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF ANY WORK BUILD IN ALCOR/PGI FLASHINGS AS FOLLOWS: 5.11 11.1 CEILINGS SHALL BE RECESSED EDGE, MINIMUM 8.0mm PLASTERGLASS OR GYPROCK.
1.2 ALL MATERIALS SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND · WHEREVER SHOWN ON DRAWINGS 11.2 FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS USING APPROVED SYSTEMS TO
UNLESS OTHERWISE STATED ON THE PLANS SHALL BE NEW AND THE BEST OF THE THEIR · CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED) PROVIDE FLUSH SMOOTH CONTINUOUS SURFACE
RESPECTIVE KIND AND SUITABLE FOR THEIR INTENDED PURPOSES. · OVER LINTELS TO EXPOSED OPENINGS - EXTEND THE FULL WIDTH OF OUTER LEAF CONTINUOUS 11.3 PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS & EDGES
1.3 ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO ACROSS CAVITY 50mm INTO INNER LEAF 2c ABOVE 11.4 PROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS SHOWN ON THE DRAWINGS.
GOOD TRADE PRACTICES
· OVER ROOF - EXTEND THE FULL WIDTH OF EXTERNAL LEAF, STEPPED TO ROOF SLOPE TURNED
1.4 ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE RESPECTIVE AUTHORITY 12.0 PLASTERING
HAVING JURISDICTION OVER THE WORKS. DOWN MIN. 50mm OVER BASE FLASHING. TURN UP IN CAVITY SLOPING INWARDS AND BUILT INTO 12.1 INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN & FRIDGE RECESSES ETC SHALL BE (OTHER THAN
1.5 THE ARCHITECTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH THE SPECIFICATION, INNER LEAF 1c ABOVE.
FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS) FLOAT AND SET IN HARDWALL PLASTER
SCHEDULES AND CONSULTANTS DRAWINGS THAT FORM PART OF THE CONSTRUCTION DOCUMENTS · DOOR/WINDOW STILES - EXTEND THE FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED
U.N.O.
REFERRED TO IN THE "BUILDING CONTRACT". WITH SILL AND HEAD FLASHING AT EACH END. 12.2 PLASTERED WALLS SHALL BE NOMINAL 12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND RENDER,
1.6 DO NOT SCALE FROM DRAWINGS. NOTIFY OF ANY ERRORS OR OMISSIONS BEFORE PROCEEDING WITH · STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHING AND FINISHED WITH NOMINALLY 3mm HARDWALL PLASTER
ANY WORKS CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR FRAME. NOMINAL 300m WIDE. 12.3 SUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS.
1.7 ENSURE THAT SUBSTRATES ARE SUITABLE FOR THE INTENDED SUBSEQUENT FINISHES. COMMENCEMENT · FOR HORIZONTAL STRUCTURES/SERVICES: CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS 12.4 PROVIDE STOP BEADS WHERE PLASTER WORK ABUTS TIMBER FRAMES, OR FACEWORK
OF WORK ON THE SUBSTRATES IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF THE SUBSTRATES · AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED 12.5 EXTERNAL RENDER WHEN APPLICABLE SHALL BE 2 COAT SAND FINISH. (FOR PAINTING).
ON WHICH FINISHES ARE APPLIED. AWAY IN CAVITY FROM INNER LEAF. 12.6 NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL NOT BE
5.12 WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE FABRIC FLUSHED UP WITH FRAMES.
1.8 CONTRACTOR IS TO SUPPLY ALL EQUIPMENT NECESSARY FOR THE COMPLETION OF THE RESPECTIVE
WORKS. 75mm WIDE IN CENTRE OF EACH LEAF OPENING EXTENDING ALUMINIUM OF 600mm BEYOND THE 12.7 PROVIDE V-JOINTS IN RENDER & FINISHING PLASTER WHERE BRICK WORK ABUTS OR JOINS ONTO
1.9 OPENING. CONCRETE WORK.
CONTRACTOR IS RESPONSIBLE FOR THE PROGRESSIVE CLEAN UP DURING AND AFTER THE COMPLETION OF
RESPECTIVE WORKS 5.13 UNLESS OTHERWISE SHOWN ON DRAWINGS
13.0 FLOORING FINISHES
2.0 EARTHWORKS EXTERNAL FACE WORK: 230x110x76mm
WINDOW SILLS: 2c FACE BRICK SPLAYED SILLS 13.1 CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH SELECTED UNDERLAY SMOOTH
2.1 UNLESS OTHERWISE STATED, REMOVE TOPSOIL TO A MINIMUM DEPTH OF 200mm INCLUDING ALL
WINDOW HEADS: SOLID FACEBRICK COURSE EDGE, DIMINISHING STRIPS ETC, TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES
ROOTS, AND OTHER MATTER, AND REQUIRED BY THE SOIL CONDITION AND/OR BUILDER. PROVIDE 6.0 LINTELS SCHEDULE
SUITABLE CLEAN FILL AND COMPACT IN LAYERS NOT GREATER THAN 300mm TO REDUCE LEVELS AS 13.2 PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, ANGLE TRIMS
MAX SPAN LINTELS SIZE BEARING
SHOWN. ETC. TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE
(mm) (VERT x HORIZ x THICK) EACH END (mm)
2.2 DO NOT EXCAVATE SERVICES TRENCHES WITHIN AN ANGLE OF 45 DEGREES DOWN FROM THE 13.3 PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, DIMINISHING
BOTTOM EDGE OF THE FOOTING. 900 75x10 150
1200 75x75x8 150 BOARDS ETC TO COMPLETE THE WORKS: FLOOR BOARDS TO BE SANDED AND POLISHED TO HIGH
2.3 ALL RETAINING WALLS TO BE TREATED WITH "BITKOTE" WATERPROOFING AGENT 1500 90x90x8 150 STANDARD WITH PREMIUM QUALITY SEALER (2 COATS). REFER TO DRAWINGS AND FINISHES SCHEDULE.
3.0 CONCRETE 1800 100x75x8 230 14.0 SIGNAGE
3.1 ALL CONCRETE REINFORCEMENT AND FORMWORK SHALL BE TO STRUCTURAL ENGINEERS DETAILS, 2100 125x75x8 230
14.1 WHERE NECESSARY SUPPLY & FIX SELECTED UNIT AND HOUSE NUMBERS TO EACH UNIT AND TO
RELEVANT BUILDING CODES AND STANDARDS 2400 125x75x10 230
LETTERBOXES AS SCHEDULED.
2500 100x100x8 230
3.2 THE FOOTING AND SLAB CONSTRUCTION IS TO COMPLY WITH AS 2870 3000 150x90x10 230 14.2 "SUPERDRAFT" RESERVES THE RIGHT TO ERECT A BUILDERS SIGN ON THE PROPERTY FACING THE STREET
3.3 FRONTAGE IN COMPLIANCE WITH AUTHORITY REQUIREMENTS.
PROVIDE A PROPRIETARY VAPOUR BARRIER WHICH CONSISTS OF HIGH IMPACT RESISTANT POLYTHENE 7.0 CARPENTRY WORK
FILM MIN 0.2mm THICK WHICH HAS BEEN PIGMENTED AND BRANDED BY THE MANUFACTURER. 15.0 PAVING
7.1 ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING CODE. DRAW
4.0 TERMITE PROTECTION: 15.1 GENERALLY: WHEN PAVING IS INCLUDED IN THE BUILDING CONTRACT THE FOLLOWING SHALL APPLY AS
STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE BY 2x30mm GALV.
A MINIMUM STANDARD
4.1 PROVIDE ANTI-TERMITE TREATMENT UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS CLOUTS/STRAP.
7.2 REFER TO AS 1684 FOR ROOF FRAMING SIZES UNLESS SPECIFIED ON DRAWINGS.
3660.1 AND APPENDIX D, FOR RETICULATED SYSTEMS.
4.2 7.3 SUPPLY AND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS. · SUPPLY AND LAY ALL PAVING TO EXTERNAL AREAS AS SHOWN ON WORKING DRAWINGS.
BUILDER SHALL PROVIDE "BIFLEX" OR SIMILAR APPROVED ANTI-TERMITE TREATMENT IN ACCORDANCE
WITH RELEVANT AUSTRALIAN STANDARD CODES 8.0 ROOFING · CUT, FILL & COMPACT SAND TO REQUIRED LEVELS. SCREED TO UNIFORM THINNESS AND LEVELS
5.0 BRICKWORK 8.1 · PROVIDE BRICK EDGE RETAINING FOOTING EMBEDDED IN MORTAR BENEATH THE PAVING BRICK
SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES · TO DRIVEWAY AREAS, PROVIDE NOMINAL 300x150mm CONCRETE FOOTING ALONG PERIMETER OF
5.1 BRICK WORK SHALL COMPLY WITH :
DRIVEWAY AND BED EDGE BRICK IN MORTAR.
AS 3700 MASONRY CODE 8.2 GUTTER, FASCIA, DOWNPIPES, FLASHING SHALL BE IN LONGEST POSSIBLE LENGTHS
AS A123 MASONRY CODE 8.3 ALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO 15.2 PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED WITH 50mm CLEAN SAND
COMPLETE WORK. AND GRADE TO FALLS.
5.2 BRICK GAUGE 7 STANDARD COURSES = 600mm. MORTAR FOR MASONRY CONSTRUCTION 8.4 ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHING, FLUMES THROUGH ROOF 15.3 UNLESS NOTED PAVING PATTERN IS TO CLIENTS DETAIL
5.3 15.4 BRICK PAVERS SHALL BE:
TIES SHALL BE 3.5mm DIAMETER GALVANIZED WIRE KINKED FOR AND BUILT IN EVERY 5TH COURSE AT 8.5 FIX GUTTERS & FLASHING TO PERMIT THERMAL MOVEMENT IN THEIR FULL LENGTH TRAFFICABLE AREAS: MIN. 65mm SOLID CLAY OR CONCRETE
APPROXIMATELY 900mm CENTRES, WITH ADDITIONAL TIES AT THE RATE OF 1 TIE/300mm HEIGHT OF 8.6 SEAL BETWEEN OVERLAPPING FLASHING; FLASHING TURNED DOWN OVER BASE OR APRON FLASHING; PEDESTRIAN AREAS: MIN. 43mm SOLID CLAY OR CONCRETE
OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF OPENINGS. BUILD TIES INTO EACH FLASHING OVER METAL ROOF; FLASHING OVER SECRET GUTTERS; AROUND ROOF PENETRATIONS ETC.
LEAF AT LEAST 50mm. 16.0 ENERGY EFFICIENCY
9.0 WINDOWS/GLAZING
5.4 VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE FILLED AT COMPLETION WITH A CONTINUOUS FILLER 16.1 INSULATION MUST FORM A CONTINUOUS BARRIER WITH CEILINGS, WALLS AND FLOORS BY ABUTTING
STRIP. 9.1 UNLESS OTHERWISE STATED ON THE DRAWINGS WINDOW FRAMES SHALL BE ALUMINIUM RESIDENTIAL OR OVERLAPPING ADJOINING INSULATION
5.5 CAVITIES TO BE KEPT CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY OMIT BRICKS TO OR COMMERCIAL IN SECTION WITH POWDERCOAT FINISH AS SELECTED BY OWNER. 16.2 INSULATION MUST NOT ADVERSELY AFFECT DOMESTIC SERVICES OR FITTINGS
PERMIT RAKING OUT OF CAVITY BOTTOMS. 9.2 ALLOW FOR FLYSCREENS TO BE FITTED TO ALL WINDOWS. 16.3 REFLECTIVE INSULATION IS TO BE PROVIDED WITH A MINIMUM 25mm AIRSPACE AND IS FITTED CLOSE
5.6 9.3 ANGLED WINDOW UNITS SHALL BE FACTORY MADE AND FIXED AND DELIVERED ON SITE AS A
FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHING AND CAVITY FILL KEEP CLEAR OF TO OPENINGS SUCH AS WINDOWS/DOORS ETC. AND IS PROVIDED WITH ADEQUATE SUPPORT.
MORTAR. DO NOT LOCATE WEEPHOLES CLOSER THAN 500mm TO JOINTS IN DAMP PROOF COURSES COMPLETE UNIT.
OR FLASHING. 9.4 WHERE RELEVANT WINDOWS ARE TO COMPLY WITH THE SPECIFICATIONS PROVIDED BY THE THERMAL 16.4 BULK INSULATION MUST MAINTAIN ITS POSITION, THICKNESS.
PERFORMANCE ASSESSOR. ENSURE THAT CEILING INSULATION OVERLAPS UN-INSULATED WALLS
5.7 PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF BRICK WORK AND SLAB 9.5 CLEAR GLASS GENERALLY: OBSCURE GLASS TO BATHROOMS, REFER TO DRAWINGS. 16.5 CONSTRUCTION JOINTS, SUCH AS BETWEEN WALL AND FLOOR, ARE TO BE TIGHT FITTING OR SEALED
AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK. 9.6 WHERE GLASS BLOCKS HAVE BEEN NOMINATED, THEY SHALL BE IN FRAMES AND INSTALLED TO USING CAULKING OR JOINERY ITEMS SUCH AS SKIRTING OR CORNICES
5.8 SETOUT BRICKWORK ACCURATELY, PLUMP, LEVEL AND PROPERLY BONDED. RISING WORK TO BE RAKED MANUFACTURERS SPECIFICATIONS 16.6 EXHAUST FANS ARE TO BE FITTED WITH A SELF CLOSING DAMPER
BACK, JAMBS, REVEALS, CORNERS, PERPENDS, ETC TO BE TRUE, PLUMB AND IN LINE WITH PERPENDS 10.0 JOINERY 16.7 ROOF LIGHTS MUST BE SEALED WITH WEATHERPROOF SEALS
TRUE LINE. SETOUT DOOR FRAMES NEAR PERPENDICULAR WALL WITH A MERGIN OF 12mm OR GREATER 16.8 HEATED WATER PIPING MUST BE THERMALLY INSULATED AND PROTECTED AGAINST THE WEATHER AND
10.1 ALL JOINERY SHALL BE OF HIGHEST QUALITY MATERIALS TO BEST TRADE PRACTICES AND HIGH QUALITY
THAN 50mm SUN
FINISH.
16.9 INTERNAL HEATED WATER PIPING TO HAVE AN R VALUE OF 0.2
10.2 EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40 WEATHERED 16.10 ENCLOSED SUB-FLOOR AND ROOF SPACE TO HAVE AN R VALUE OF 0.45
5.9 PROVIDE 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND INTERNAL BRICKWORK TO BE
THRESHOLD U.N.O.
PLASTERED.
5.10 WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE FABRIC 10.3 SUPPLY AND BUILD IN TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWN ON
75mm WIDE IN CENTRE OF EACH LEAF OPENING EXTENDING ALUMINIUM OF 600mm BEYOND THE ARCHITECTURAL DRAWINGS.
OPENING.
NOTE: Job No.
ARCHITECTURAL SPECIFICATION
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA)
Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.00
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Designed By ANTONIA O'BRIEN
Page 4
SITE INFORMATION
IMPORTANT NOTE
• CLIENT PROVIDED SITE SETBACK DIMENSIONS
LOT 11 BUILDING FOOTPRINT EXISTING DWELLING 156.74m²
APPROXIMATE ONLY
CONFIRM WITH CERTIFIER IF REQUIRED PRIOR TO
COMMENCING CONSTRUCTION
804m2 PROPOSED EXTENSION (FOOTPRINT) 79.26m2
TOTAL FOOTPRINT (EXISTING & PROPOSED) 228.00m2
• LEVELS & SURVEY NOT PROVIDED REFER TO DENOTES EXISTING DWELLING
ENGINEERS DETAILS WHERE APPLICABLE
CURRENT LOCATION EXISTING TREES SITE AREA 866m2
PROPOSED SITE COVERAGE 26.32%
40.234
90° 00' 00" 06
4,627
180° 00' 00"
SEWER LINE REAL PROPERTY INFO
17.68
PLAN # 12 RP43995
LOCAL AUTHORITY - NOOSA SHIRE COUNCIL
RECTORY STREET
LOCALITY - POMONA
6,000 COUNTY - MARCH
OMP
PARISH - TUCHEKOI
PLANNING ZONE - LOW DENSITY RESIDENTIAL
PROPOSED AFFECTED OVERLAYS - HERITAGE CHARACTER AREA; KOALA
EXISTING FOOTPRINT PRIORITY HABITAT
CROSS OVER
CLIMATE ZONE - 2 (WARM HUMID SUMMER, MILD WINTER)
GARAGE A: 228 m2
3,000
21,845
SOIL CLASSIFICATION - TBA
PROPOSED DRIVEWAY
WIND CLASSIFICATION
REGION - B
TERRAIN CATEGORY - TC3
TOPOGRAPHIC CLASSIFICATION - T0
SETBACKS OMP A)
(N SHIELDING CLASSIFICATION - FS
N
O WIND CLASSIFICATION - N2
A TI
0° 00' 00"
EXISTING TREES C
LOT 12 UN
21.773
TR
7,700
26° 21
R
6,486
E
6,000
RN
866m2 C
O
ORY STR
EET
WATER VALVE
set back
57 3
0"
to stair
RL 2.13 CT
3,490.
4° .69
R E
'0
13
AD21-001_1:500
5
SATELL ITE VIEW
22
36.21 152°51'9"E
26° 21'46"S
WATER HYDRANT 269° 54' 00"
SITE NOTES WATER SERVICE EXISTING TREE SEWER MANHOLE
• DIMENSIONS ARE TO BE VERIFIED PRIOR TO SEWER MANHOLE
COMMENCEMENT OF WORK TO BE REMOVED
• GIVEN DIMENSIONS ARE TO HAVE PRIORITY OVER
SCALED DIMENSIONS
• GROUND LEVELS NOT KNOWN EXISTING STREET TREES
• ALL PLUMBING AND DRAINAGE TO COMPLY WITH
STANDARD SEWERAGE BY-LAWS AND
REQUIREMENTS OF THE LOCAL AUTHORITY
• ALL STAIRS TO HAVE 190mm MAX. RISERS &
240mm GOINGS
• ALL WORKS ARE TO BE CONSTRUCTED IN
LOT 11
CULVERT
ACCORDANCE WITH THE CURRENT BUILDING
CODE OF AUSTRALIA, THE CURRENT AUSTRALIAN
EXISTING DWELLING LOCATION
STANDARDS AND ALL RELEVANT CURRENT TRADE
AND TECHNICAL MANUALS
• DISCLAIMER: DRIVEWAY, PATHS, CLOTHESLINES,
SERVICE LINES, LANDSCAPING, LETTER BOX,
FENCES, HOT WATER UNITS & GROUND PITS LOT 12
DIAGRAMMATIC ONLY.
• ALL DOWNPIPES TO BE INSTALLED IN
ACCORDANCE WITH THE CURRENT BUILDING
CODE OF AUSTRALIA 3.5.3.5. EACH DOWNPIPE
RED STREET
MUST NOT SERVE MORE THAN 12m OF GUTTER
LENGTH.
N
• STORMWATER SYSTEM TO LOCAL COUNCIL PROPOSED DWELLING LOCATION
REQUIREMENTS existing two storey
• THE EXACT LOCATION OF UNDERGROUND AND
ABOVEGROUND SERVICES SHALL BE PROVEN ON residence
SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING
SERVICES ARE SHOWN.
• BEWARE OF EXISTING SERVICES. CONFIRM
LOCATIONS PRIOR TO EXCAVATION. TAKE
EXTREME
CARE. W-02 SATELLITE IMAGE 1:1000
NOTE: Job No.
SITE PLAN
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne 26° 21'5 0"S
152°51'9"E
Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.01
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:1000, 1:200
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 5
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING Scale 1:100
1 0 1 2 3 4 5m
GENERAL NOTES
· CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANY
WORK.
· SUPPLY & INSTALL 'BIFLEX CHEMICAL TERMITE
TREATMENT (UNLESS OTHERWISE APPROVED) TO
COMPLY WITH AS3660.1 AND MANUFACTURER'S
SPECIFICATIONS
· ALL BRICKWORK (INCLUDING BRICK VENEER),
SHALL BE IN ACCORDANCE WITH AS3700-
MASONRY CODE existing laundry annex to be demolished
· ALL TIMBER FRAMING SHALL BE IN ACCORDANCE
WITH AS1684. - UNLESS OTHERWISE APPROVED
ROOF FRAMING SHALL BE OF TRADITIONAL FRAMED
CONSTRUCTION.
· FOR ALL STRUCTURAL MEMBERS, FOOTINGS & existing kitchen niche to be removed
LOAD BARING WALLS REFER TO STRUCTURAL
DOCUMENTATION PREPARED BY ENGINEERS.
· ELECTRICIAN TO SUPPLY AND INSTALL APPROVED
HARDWIRED SMOKE ALARMS IN ACCORDANCE
WITH AS3786 (NEW LOCATIONS TO BE INDICATED enclosed bedroom annex to be
SD)
· ALL ELECTRICAL WORK TO BE CARRIED OUT IN
demolished from main structure
ACCORDANCE WITH AS3000.
· ALL PLUMBING & DRAINAGE WORK TO BE CARRIED
OUT IN ACCORDANCE WITH AS3500.
DEMOLITION NOTES (AS APPLICABLE)
· CAP OFF EXISTING PLUMBING AND ELECTRICAL
WORKS AS NECESSARY BY CERTIFIED
TRADESPERSON.
subfloor setout
· MATERIALS REMOVED FROM SITE MUST BE
(indicative)
DISPOSED OF AS PER COUNCIL REGULATIONS. existing timber & concrete steps
· INVESTIGATON SHOULD BE UNDERTAKEN BEFORE
ALL WORKS THAT REQUIRES EXCAVATION. to entry to be removed
· DEMOLITION WORK TO BE CARRIED OUT AS PER
WHS REGULATORY REQUIREMENTS
FLOOR PLAN NOTES
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT
INCLUDED WITHIN BUILD CONTRACT UNLESS
OTHERWISE SPECIFIED
• ALL PLUMBING FIXTURES TO BE WELS RATED
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
• BULKHEAD MAY BE REQUIRED TO ACCOMMODATE existing hot water unit
SERVICES AND STRUCTURAL DESIGN. FINAL
LOCATION & SIZE TO BE DETERMINED ON SITE.
• PROVIDE ADDITIONAL NOGGINGS @ 1200mm FOR HW
HWS
TOWEL RAIL & 800mm FOR TOILET ROLL HOLDER
WHERE APPLICABLE.
timber bearers
M/B
existing electrical meter box
S-01
NOTES SCHEDULE
EXISTING STRUCTURE
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT (DENOTED BLACK)
INCLUDED WITHIN BUILD CONTRACT UNLESS
DEMOLISHED STRUCTURE
OTHERWISE SPECIFIED (DENOTED RED)
• ALL PLUMBING FIXTURES TO BE WELS RATED
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
NOTE: Job No.
GROUND FLOOR - EXISTING / DEMOLITION PLAN NORTH
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA)
Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.02
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 6
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING Scale 1:100
1 0 1 2 3 4 5m
GENERAL NOTES
· CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANY
WORK.
· SUPPLY & INSTALL 'BIFLEX CHEMICAL TERMITE
TREATMENT (UNLESS OTHERWISE APPROVED) TO
COMPLY WITH AS3660.1 AND MANUFACTURER'S
SPECIFICATIONS
· ALL BRICKWORK (INCLUDING BRICK VENEER),
SHALL BE IN ACCORDANCE WITH AS3700-
MASONRY CODE
delete/demolish kitchen niche existing laundry annex to be demolished
· ALL TIMBER FRAMING SHALL BE IN ACCORDANCE
WITH AS1684. - UNLESS OTHERWISE APPROVED L'dry
ROOF FRAMING SHALL BE OF TRADITIONAL FRAMED remove existing kitchen fixtures & fitout
CONSTRUCTION.
(proposed upstairs bathroom)
· FOR ALL STRUCTURAL MEMBERS, FOOTINGS &
WC existing kitchen niche to be removed
LOAD BARING WALLS REFER TO STRUCTURAL
DOCUMENTATION PREPARED BY ENGINEERS.
· ELECTRICIAN TO SUPPLY AND INSTALL APPROVED
HARDWIRED SMOKE ALARMS IN ACCORDANCE
WITH AS3786 (NEW LOCATIONS TO BE INDICATED enclosed bedroom annex to be
SD)
· ALL ELECTRICAL WORK TO BE CARRIED OUT IN
demolished from main structure
tophung windows to be removed
ACCORDANCE WITH AS3000. Kitchen Dining
· ALL PLUMBING & DRAINAGE WORK TO BE CARRIED & replaced with casement unit
OUT IN ACCORDANCE WITH AS3500. Bed 2
DEMOLITION NOTES (AS APPLICABLE)
· CAP OFF EXISTING PLUMBING AND ELECTRICAL
WORKS AS NECESSARY BY CERTIFIED Entry
TRADESPERSON.
· MATERIALS REMOVED FROM SITE MUST BE Foyer
DISPOSED OF AS PER COUNCIL REGULATIONS. existing timber & concrete steps
Sleepout
· INVESTIGATON SHOULD BE UNDERTAKEN BEFORE
ALL WORKS THAT REQUIRES EXCAVATION. Bathroom to entry to be removed
· DEMOLITION WORK TO BE CARRIED OUT AS PER
WHS REGULATORY REQUIREMENTS
Lounge
existing bathroom & hallway cupboard
FLOOR PLAN NOTES to be demolished
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT delete door & widen opening
INCLUDED WITHIN BUILD CONTRACT UNLESS
(new internal stairwell location)
OTHERWISE SPECIFIED
• ALL PLUMBING FIXTURES TO BE WELS RATED Bed 1
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
• BULKHEAD MAY BE REQUIRED TO ACCOMMODATE
SERVICES AND STRUCTURAL DESIGN. FINAL
LOCATION & SIZE TO BE DETERMINED ON SITE.
• PROVIDE ADDITIONAL NOGGINGS @ 1200mm FOR
TOWEL RAIL & 800mm FOR TOILET ROLL HOLDER
WHERE APPLICABLE.
Verandah
reposition posts centred off gable end
S-01
NOTES SCHEDULE
EXISTING STRUCTURE
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT (DENOTED BLACK)
INCLUDED WITHIN BUILD CONTRACT UNLESS
DEMOLISHED STRUCTURE
OTHERWISE SPECIFIED (DENOTED RED)
• ALL PLUMBING FIXTURES TO BE WELS RATED
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
NOTE: Job No.
FIRST FLOOR - EXISTING / DEMOLITION PLAN
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.03
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 7
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING Scale 1:100
1 0 1 2 3 4 5m
DEMOLITION NOTES (AS APPLICABLE)
· CAP OFF EXISTING PLUMBING AND ELECTRICAL
WORKS AS NECESSARY BY CERTIFIED
TRADESPERSON.
· MATERIALS REMOVED FROM SITE MUST BE existing laundry annex
DISPOSED OF AS PER COUNCIL REGULATIONS.
· INVESTIGATON SHOULD BE UNDERTAKEN BEFORE to be demolished
ALL WORKS THAT REQUIRES EXCAVATION.
· DEMOLITION WORK TO BE CARRIED OUT AS PER
WHS REGULATORY REQUIREMENTS
top hung windows to be removed &
replaced with casement window unit
meter box
final located TBC
existing timber & concrete steps
NGL to entry to be removed
existing concrete pillars
to be removed (mix of concrete pillars & concrete block pillars)
E-01 RECTORY STREET ELEVATION 1:100
enclosed bedroom annex to be
reposition posts centred off gable end
demolished from main structure
existing timber & concrete steps
to entry to be removed
NGL
existing HWS
E-04 RED STREET ELEVATION 1:100
NOTE: Job No.
EXIST / DEMO ELEVATIONS
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.04
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 8
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING Scale 1:100
1 0 1 2 3 4 5m
CONSTRUCTION NOTES
boundary line
· CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANY 22,450
WORK.
· SUPPLY & INSTALL 'BIFLEX CHEMICAL TERMITE
3,000 5,400 8,050 6,000
TREATMENT (UNLESS OTHERWISE APPROVED) TO
COMPLY WITH AS3660.1 AND MANUFACTURER'S
3,000 90 5,220 90 7,960 90 6,000
SPECIFICATIONS
3,000 90 5,220 90 2,100 90 4,600 90 1,080 90 6,000
4,627
· ALL BRICKWORK (INCLUDING BRICK VENEER),
SHALL BE IN ACCORDANCE WITH AS3700-
3,000 90 7,410 90 3,310 90 2,370 90 6,000
MASONRY CODE
· ALL TIMBER FRAMING SHALL BE IN ACCORDANCE
WITH AS1684. - UNLESS OTHERWISE APPROVED
7,077
ROOF FRAMING SHALL BE OF TRADITIONAL FRAMED
CONSTRUCTION.
· FOR ALL STRUCTURAL MEMBERS, FOOTINGS & 11,835
LOAD BARING WALLS REFER TO STRUCTURAL
DOCUMENTATION PREPARED BY ENGINEERS. DP DP DP
· ELECTRICIAN TO SUPPLY AND INSTALL APPROVED
DP
DP
DP
90
90
HARDWIRED SMOKE ALARMS IN ACCORDANCE timber screening
DP
WITH AS3786 (NEW LOCATIONS TO BE INDICATED
SD)
09-09lv
2,450
2,450
· ALL ELECTRICAL WORK TO BE CARRIED OUT IN
timber screening
UNDERCROFT
2,360
ACCORDANCE WITH AS3000.
· ALL PLUMBING & DRAINAGE WORK TO BE CARRIED
OUT IN ACCORDANCE WITH AS3500. LIVING
DP 09-12fg 09-09lv
DEMOLITION NOTES (AS APPLICABLE)
620
90
90 2,090 90
90
seat storage timber screening
21-48 sgd
· CAP OFF EXISTING PLUMBING AND ELECTRICAL
WORKS AS NECESSARY BY CERTIFIED
PDR
2,160
820
TRADESPERSON.
1,470
· MATERIALS REMOVED FROM SITE MUST BE
DISPOSED OF AS PER COUNCIL REGULATIONS.
PASSAGE
· INVESTIGATON SHOULD BE UNDERTAKEN BEFORE
9,500
ALL WORKS THAT REQUIRES EXCAVATION. PATIO
9,320
90
· DEMOLITION WORK TO BE CARRIED OUT AS PER
DINING
90
950
10,700
16R x 183
WHS REGULATORY REQUIREMENTS
820
UP
15G x 240
B PTRY/L'DRY
SD
15
14
13
12
10
11
CARPORT
9
8
7
6
5
4
3
2
1
DP 820
90
2,810
820
robe under stair
FLOOR PLAN NOTES SD
6.0 X 6.0
DW
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT gas strut servery
INCLUDED WITHIN BUILD CONTRACT UNLESS
FOYER
4,620
window
OTHERWISE SPECIFIED
12-20 aw
BED 4
3,650
• ALL PLUMBING FIXTURES TO BE WELS RATED
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
90
• BULKHEAD MAY BE REQUIRED TO ACCOMMODATE Kitchen
1,200
SERVICES AND STRUCTURAL DESIGN. FINAL
1,790
LOCATION & SIZE TO BE DETERMINED ON SITE.
• PROVIDE ADDITIONAL NOGGINGS @ 1200mm FOR
TOWEL RAIL & 800mm FOR TOILET ROLL HOLDER RE F
820
WHERE APPLICABLE.
bulkhead timber screening
6,658
DP
DP
DP
12-14cm 12-14cm 12-010cm DP 1,200
90
90
90
90
1,200
timber screening
1,200
1,200
1,200
1,200
timber screening DP
DP
DP
7,690
S-01
6,486
6,000
NOTES
3,595
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT
INCLUDED WITHIN BUILD CONTRACT UNLESS 06
OTHERWISE SPECIFIED
• ALL PLUMBING FIXTURES TO BE WELS RATED
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
boundary line
NOTE: Job No.
PROPOSED GROUND FLOOR PLAN
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.05
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 9
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING Scale 1:100
1 0 1 2 3 4 5m
CONSTRUCTION NOTES
boundary line
· CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANY
WORK.
· SUPPLY & INSTALL 'BIFLEX CHEMICAL TERMITE 23,050
TREATMENT (UNLESS OTHERWISE APPROVED) TO
COMPLY WITH AS3660.1 AND MANUFACTURER'S 3,000 5,400 2,100 12,550
SPECIFICATIONS
· ALL BRICKWORK (INCLUDING BRICK VENEER), 3,000 90 5,220 90 2,100 11,950 600
SHALL BE IN ACCORDANCE WITH AS3700-
MASONRY CODE 3,000 90 3,930 90 1,200 90 2,100 11,950 600
· ALL TIMBER FRAMING SHALL BE IN ACCORDANCE
WITH AS1684. - UNLESS OTHERWISE APPROVED
feature window over bath (final selection T.B.C)
ROOF FRAMING SHALL BE OF TRADITIONAL FRAMED
CONSTRUCTION. new built-in wardrobe with
· FOR ALL STRUCTURAL MEMBERS, FOOTINGS & sliding doors to Bed 2 & Bed 3 freestanding bath
LOAD BARING WALLS REFER TO STRUCTURAL 06-12lv awning awning
awning
DOCUMENTATION PREPARED BY ENGINEERS. DP DP DP
· ELECTRICIAN TO SUPPLY AND INSTALL APPROVED awning
DP
DP
DP
90
90
HARDWIRED SMOKE ALARMS IN ACCORDANCE
DP
900
2,100
900
WITH AS3786 (NEW LOCATIONS TO BE INDICATED
SD) 12-18dh
SD - ROBE
1800 1800
2,450
12-18cm
21 - 23
· ALL ELECTRICAL WORK TO BE CARRIED OUT IN
09-06lv
09-06lv
Ensuite Bath
2,360
ACCORDANCE WITH AS3000. Study
· ALL PLUMBING & DRAINAGE WORK TO BE CARRIED Tiles
OUT IN ACCORDANCE WITH AS3500. Bed 3 1,825 900
820 820 DP 09-09fg new casement window to
DEMOLITION NOTES (AS APPLICABLE) replace top-hung unit
90
90
· CAP OFF EXISTING PLUMBING AND ELECTRICAL SD
WORKS AS NECESSARY BY CERTIFIED
Dressing Entry
TRADESPERSON.
09-12lv
Room Foyer
2,780
1,640
· MATERIALS REMOVED FROM SITE MUST BE
SD
3,130
DISPOSED OF AS PER COUNCIL REGULATIONS.
· INVESTIGATON SHOULD BE UNDERTAKEN BEFORE
9,500
soffit
1,810
ALL WORKS THAT REQUIRES EXCAVATION.
9,320
· DEMOLITION WORK TO BE CARRIED OUT AS PER
10,695
16R x 183
WHS REGULATORY REQUIREMENTS SD
15G x 240
820 eo 820
15
14
13
12
10
11
90
9
8
7
6
5
4
3
2
1
DP 09-09fg Lounge
90
FLOOR PLAN NOTES
09-12lv
SD
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT
INCLUDED WITHIN BUILD CONTRACT UNLESS
OTHERWISE SPECIFIED Master Suite
4,000
12-14
• ALL PLUMBING FIXTURES TO BE WELS RATED Bed 2
3,740
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
SD - ROBE
• BULKHEAD MAY BE REQUIRED TO ACCOMMODATE
09-12lv
21 - 23
SERVICES AND STRUCTURAL DESIGN. FINAL
LOCATION & SIZE TO BE DETERMINED ON SITE.
• PROVIDE ADDITIONAL NOGGINGS @ 1200mm FOR 2,100
TOWEL RAIL & 800mm FOR TOILET ROLL HOLDER
lower roof
WHERE APPLICABLE. lower roof building line below
DP
DP
DP
DP
90
90
21-31 sgd awning Verandah
1,195
1,195
Balcony
new built-in wardrobe with
sliding doors to Bed 2 & Bed 3
1,195
1,195
DP
DP
DP
waterproof and tile to verandah
S-01
proposed timber entry stair
NOTES
• APPLIANCES/FURNITURE (NOT FIXED) ARE NOT
INCLUDED WITHIN BUILD CONTRACT UNLESS
OTHERWISE SPECIFIED
06
• ALL PLUMBING FIXTURES TO BE WELS RATED
• DOOR FRAME HEIGHTS INT. 2090 EXT. 2135
boundary line
NOTE: Job No.
PROPOSED FLOOR PLAN UPPER
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.06
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 10
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING maximum bu
ilding height Scale 1:100
1 0 1 2 3 4 5m
ELEVATION NOTES
• FEATURE & CONTOUR SURVEY NOT PROVIDED
LEVELS SHOWN NOMINAL ONLY
• EXTERNAL COLOURS NOT PROVIDED TBC
(ANY COLOURS SHOWN ARE INDICATIVE ONLY
AND MAY BE SUBJECT TO CLIENT SELECTION AND
CONFIRMATION)
nominal building height
timber batten screen
<8000 (7.9m)
8,000
steel post
open tread timber stair
BOUNDARY LINE
timber batten garage door
(50% transparency) maximum bu
ilding height
NGL
06
E-01 EASTERN ELEVATION (RECTORY ST) 1:100
PROPOSED EXTENSION
EXISTING DWELLING
RIDGE LEVEL
20.0°
select weatherboard cladding
nominal
7,900
profile to match existing
metal roof sheeting
timber screen
open patio
open carport
FGL
GROUND FLOOR LEVEL
06
E-02 NORTHERN ELEVATION 1:100
NOTE: Job No.
ELEVATIONS 1
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.07
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 11
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING Scale 1:100
1 0 1 2 3 4 5m
ELEVATION NOTES
metal roof sheeting
• FEATURE & CONTOUR SURVEY NOT PROVIDED
LEVELS SHOWN NOMINAL ONLY
• EXTERNAL COLOURS NOT PROVIDED TBC
(ANY COLOURS SHOWN ARE INDICATIVE ONLY
AND MAY BE SUBJECT TO CLIENT SELECTION AND
CONFIRMATION) select weatherboard cladding
profile to match existing
open balcony
nominal
7,900
fg
metal roof sheeting
gas strut awning window
BOUNDARY LINE
O
PE
N
G
AR
AG
open patio
E
FGL
retaining wall
detail TBC
06
E-03 WESTERN ELEVATION 1:100
PROPOSED EXTENSION
EXISTING DWELLING
20.0°
select weatherboard cladding
profile to match existing open tread timber stair
nominal
7,900
timber batten screen
5.0°
timber batten screen
BOUNDARY LINE
06
E-04 SOUTHERN ELEVATION (RED ST) 1:100
NOTE: Job No.
ELEVATIONS 2
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.08
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
Page 12
ENERGY EFFICIENCY
TO MEET MINIMUM 6 STARS BERS RATING
DP
DP
DP
DP
DP
DP
CONSTRUCTION NOTES
· CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANY
WORK.
· SUPPLY & INSTALL 'BIFLEX CHEMICAL TERMITE
TREATMENT (UNLESS OTHERWISE APPROVED) TO
COMPLY WITH AS3660.1 AND MANUFACTURER'S
SPECIFICATIONS
· ALL TIMBER FRAMING SHALL BE IN ACCORDANCE WITH AS1684. -
UNLESS OTHERWISE APPROVED ROOF FRAMING SHALL BE OF
TRADITIONAL FRAMED CONSTRUCTION.
DP
DP
FINAL ELECTRICAL & LIGHTING LAYOUT TO BE CONFIRMED WITH CLIENT
· FOR ALL STRUCTURAL MEMBERS, FOOTINGS & LOAD BARING
WALLS REFER TO STRUCTURAL DOCUMENTATION PREPARED BY
ENGINEERS.
· ELECTRICIAN TO SUPPLY AND INSTALL APPROVED
HARDWIRED SMOKE ALARMS IN ACCORDANCE WITH AS3786
(NEW LOCATIONS TO BE INDICATED SD)
· ALL ELECTRICAL WORK TO BE CARRIED OUT IN ACCORDANCE
WITH AS3000.
900
· ALL PLUMBING & DRAINAGE WORK TO BE CARRIED OUT IN
SD
ACCORDANCE WITH AS3500.
1800
DP
DP
ELECTRICAL NOTES
SD
UP
1 1
· POSITIONING OF ELECTRICAL FIXTURES MAY BE SUBJECT TO
2 2
SD
3 3
STRUCTURAL & SERVICE ELEMENTS. FINAL LOCATIONS TO BE
SD
4 4
DETERMINED ON-SITE. 5 5
6 6
· ALL ELECTRICAL WIRING & ELECTRICAL INSTALLATION ARE TO
15G x 0.240
15G x 0.240
7 7
16R x 0.183
16R x 0.183
COMPLY WITH AS/NZS 3000:2018 WIRING RULES WORKERS ARE
8 8
TO DETERMINE SAFE MANUAL & MECHANICAL HANDLING,
9 9
10 10
LIFITING & INSTALLATION OF ELECTRICAL FIXTURES & 11 11
COMPONENTS WHILE FOLLOWING WHS INSTRUCTIONS ON 12 12
DRAFT LAYOUT ONLY
MANUFACTURER'S DOCUMENTATION. 13 13
14 14
DP
DP
·
boundary line
EXHAUST FANS & RANGEHOODS ARE TO BE VENTED DIRECTLY
15 15
DP
DP
DP DP DP DP
OUTSIDE & NOT INTO THE ROOF CAVITY. AIR CONDITIONING
UNITS ARE TO MEET THE RELEVANT MEP'S OF AS/NZS 3823.1, AS/
F
NZS 3823.2 OR AS/NZS 3823.3 FOR BOTH SINGLE AND THREE
SD
PHASE.
· ELECTRICAL PRODUCTS TO BE CHOSEN BY CLIENT & HAVE BEEN DW
DP
DP
DP
DP
DP DP
DEPICTED SCHEMATICALLY ONLY.
SD
1800
900
Electrical Legend
RE
2D Plan Preview Quantity Library Part Name
E 1 O. ETHERNET Cat6 to NBN Unit
1 O. TV POINT
1 S. LIGHT SWITCH
SD 1 U. SMOKE DETECTOR
DP DP DP DP
5 O. GPO DOUBLE
6 L. DOWNLIGHT RECESSED
DP DP DP DP
PROPOSED ELECTRICAL GROUND FLOOR 1:100 PROPOSED ELECTRICAL FIRST FLOOR 1:100
NOTE: Job No.
PROPOSED ELECTRICAL PLAN
AD21-002
antoniajayne Design ALL DESIGN, CONSTRUCTION & MATERIALS TO BE IN ACCORDANCE WITH:
•THE NATIONAL CONSTRUCTION CODE (NCC)
•THE BUILDING CODE OF AUSTRALIA (BCA) NORTH Issue DEVELOPMENT APPROVAL - client amendments
0409 366 854 •THE QUEENSLAND DEVELOPMENT CODE (QDC)
Rev 06
•BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
North Booval QLD 4304
[email protected]
•CURRENT ISSUES OF AUSTRALIAN STANDARDS
•CURRENT MANUFACTUERER'S SPECIFICATIONS & INSTALLATION DETAILS AD21-001_13RECTORYSTREET Kate Mayne & Kent Mayne Date 18/2/22
FOR MATERIALS USED
www.ajdesigndp.com ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED
Page No. A.09
QBCC: 15133061 FOR APPROVAL 13 Rectory Street Pomona QLD 4568
Scale @ A3 1:100, 1:1
Copyright: This drawings remains the property of antoniajayne Design and is provided for use as noted the recipient(s) of this document is/
are prohibited from disclosing such information, ideas and concepts to any person without prior written consent of the copyright holder. /Users/antoniajayne/Library/Mobile Documents/com~apple~CloudDocs/OBRIEN & DOYLE GROUP_ICLOUD/ANTONIAJAYNEDESIGN_ICLOUD/JOBS/AD21-001_13RECTORYSTREET/ARCHICAD/AD21-001_13RECTORYSTREET_V2.pln Prepared by ANTONIA O'BRIEN
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