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Appendix A - Amended Plans
Plans and drawings
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Log in to see the plans as drawn 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
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