Approved Plans & Document EXE22-0020 · EXE22/0020

                                                                                                              STANDARD SPECIFICATIONS SHEET
                                         BE ADVISED : SOME CLAUSES IN THIS SPECIFICATION MAY NOT BE RELEVANT TO THIS PROJECT. CHECK AGAINST BUILDER SPECIFICATIONS AND ENGINEERING DRAWINGS & SPECIFICATIONS.
                                                                                                                                                                                                                                                                                 REVISION
                                                                                             - WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE            - PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED WITH 50mm CLEAN SAND
                                                                                                                                                                                                                                                                                 No.           DATE                          DESCRIPTION                         ISS. BY
                                                                                             FABRIC 75mm WIDE IN CENTRE OF EACH LEAF OPENING EXTENDING ALUMINIUM OF 600mm BEYOND       AND GRADE TO FALLS.
 GENERAL SYMBOLS LEGEND                                                                      THE OPENING.                                                                              - UNLESS NOTED PAVING PATTERN IS TO CLIENTS DETAIL.
                                                                                             - UNLESS OTHERWISE SHOWN ON DRAWINGS EXTERNAL FACE WORK: 230x110x76mm WINDOW SILLS:       - BRICK PAVERS SHALL BE:
SYMBOL DESCRIPTION                               SYMBOL DESCRIPTION                          2c FACE BRICK SPLAYED SILLS.                                                              TRAFFICABLE AREAS: MIN. 65mm SOLID CLAY OR CONCRETE
                                                                                                                                                                                       PEDESTRIAN AREAS: MIN. 43mm SOLID CLAY OR CONCRETE
  HC    EXTERNAL HOSECOCK                          FW   FLOOR WASTE                          6.0 LINTELS
  GAS GAS CONNECTION                               SK   KITCHEN SINK                                                                                                                   16.0 ENERGY EFFICIENCY
                                                                                              MAX SPAN            LINTELS SIZE             BEARING EACH END                            - INSULATION MUST FORM A CONTINUOUS BARRIER WITH CEILINGS, WALLS AND FLOORS BY
  HW    HOT WATER CONNECTION                       VB   VANITY BASIN                          (mm)                (VERT x HORIZ x THICK)   (mm)                                        ABUTTING OR OVERLAPPING ADJOINING INSULATION.
                                                                                                                                                                                       - INSULATION MUST NOT ADVERSELY AFFECT DOMESTIC SERVICES OR FITTINGS.
  CW    COLD WATER CONNECTION                      WC    WC WASTE                             900                 75x10                    150                                         - REFLECTIVE INSULATION IS TO BE PROVIDED WITH A MINIMUM 25mm AIRSPACE AND IS FITTED
                                                                                              1200                75x75x8                  150                                         CLOSE TO OPENINGS SUCH AS WINDOWS/DOORS ETC. AND IS PROVIDED WITH ADEQUATE SUPPORT.
  HC    HOUSE CONNECTION                            LT   LAUNDRY TUB                          1500                90x90x8                  150
                                                                                                                                                                                       - BULK INSULATION MUST MAINTAIN ITS POSITION, THICKNESS. ENSURE THAT CEILING INSULATION
  IO    INSPECTION OPENING                         STK  PLUMBING STACK TO                     1800                100x75x8                 230                                         OVERLAPS UN-INSULATED WALLS.
                                                                                              2100                125x75x8                 230                                         - CONSTRUCTION JOINTS, SUCH AS BETWEEN WALL AND FLOOR, ARE TO BE TIGHT FITTING OR
 ORG    OVERFLOW RELIEF GULLY                           FLOOR ABOVE / BELOW                   2400                125x75x10                230                                         SEALED USING CAULKING OR JOINERY ITEMS SUCH AS SKIRTING OR CORNICES.
                                                                                              2500                100x100x8                230                                         - EXHAUST FANS ARE TO BE FITTED WITH A SELF CLOSING DAMPER.
  YG    YARD GULLY                                  SH       SHOWER                           3000                150x90x10                230                                         - ROOF LIGHTS MUST BE SEALED WITH WEATHERPROOF SEALS.
   DP      DOWNPIPE LOCATION                        BA       BATH                                                                                                                      - HEATED WATER PIPING MUST BE THERMALLY INSULATED AND PROTECTED AGAINST THE WEATHER
                                                                                                                                                                                       AND SUN.
                                                                                             7.0 CARPENTRY WORK                                                                        - INTERNAL HEATED WATER PIPING TO HAVE AN R VALUE OF 0.2
                                                                                                                                                                                       - ENCLOSED ROOF SPACE TO HAVE AN R VALUE OF R3.5
1.0 GENERAL                                                                                  - ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING CODE. DRAW
- ALL DIMENSIONS SHALL BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF ANY WORK                  STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE BY 2x30mm GALV.
- ALL MATERIALS SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND                  CLOUTS/STRAP.
UNLESS OTHERWISE STATED ON THE PLANS SHALL BE NEW AND THE BEST OF THE THEIR
RESPECTIVE KIND AND SUITABLE FOR THEIR INTENDED PURPOSES.                                    - REFER TO AS 1684 FOR ROOF FRAMING SIZES UNLESS SPECIFIED ON DRAWINGS.                     SUBTERRANEAN TERMITES:
- ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO
                                                                                             - SUPPLY AND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS.
GOOD TRADE PRACTICES                                                                                                                                                                     SUBTERRANEAN TERMITE PROTECTION TO BE IN
- ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE RESPECTIVE AUTHORITY
HAVING JURISDICTION OVER THE WORKS.                                                          8.0 ROOFING                                                                                 ACCORDANCE WITH AS 3660. KORDON PHYSICAL
- THE ARCHITECTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH THE SPECIFICATION,           - SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH                 TERMITE BARRIER TO PERIMETER AND ALL SLAB
SCHEDULES AND CONSULTANTS DRAWINGS THAT FORM PART OF THE CONSTRUCTION DOCUMENTS              MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES.
                                                                                             - GUTTER, FASCIA, DOWNPIPES, FLASHING SHALL BE IN LONGEST POSSIBLE LENGTHS.
                                                                                                                                                                                         PROTRUSIONS / PENETRATIONS. 80MM MIN
REFERRED TO IN THE "BUILDING CONTRACT".
- DO NOT SCALE FROM DRAWINGS. NOTIFY OF ANY ERRORS OR OMISSIONS BEFORE PROCEEDING            - ALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO     EXPOSED SLAB FACE TO PERIMETER TO ACT AS
WITH ANY WORKS                                                                               COMPLETE WORK.                                                                              VISUAL DETECTION SYSTEM AGAINST TERMITE
- ENSURE THAT SUBSTRATES ARE SUITABLE FOR THE INTENDED SUBSEQUENT FINISHES.                  - ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHING, FLUMES THROUGH ROOF.
                                                                                             - FIX GUTTERS & FLASHING TO PERMIT THERMAL MOVEMENT IN THEIR FULL LENGTH.                   INFESTATION AS PER AS3660 AND ALL RELATED
COMMENCEMENT OF WORK ON THE SUBSTRATES IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF
THE SUBSTRATES ON WHICH FINISHES ARE APPLIED.                                                - SEAL BETWEEN OVERLAPPING FLASHING; FLASHING TURNED DOWN OVER BASE OR APRON                CODES. ANY OTHER SYSTEM USED MUST BE A
- CONTRACTOR IS TO SUPPLY ALL EQUIPMENT NECESSARY FOR THE COMPLETION OF THE RESPECTIVE       FLASHING; FLASHING OVER METAL ROOF; FLASHING OVER SECRET GUTTERS; AROUND ROOF               CERTIFIED SYSTEM TO BCA REQUIREMENTS.
WORKS.                                                                                       PENETRATIONS ETC.
- CONTRACTOR IS RESPONSIBLE FOR THE PROGRESSIVE CLEAN UP DURING AND AFTER THE
COMPLETION OF RESPECTIVE WORKS.                                                              9.0 WINDOWS/GLAZING
                                                                                             - UNLESS OTHERWISE STATED ON THE DRAWINGS WINDOW FRAMES SHALL BE ALUMINIUM
2.0 EARTHWORKS                                                                               RESIDENTIAL OR COMMERCIAL IN SECTION WITH POWDERCOAT FINISH AS SELECTED BY OWNER.           NEW CONSTRUCTION
- UNLESS OTHERWISE STATED, REMOVE TOPSOIL TO A MINIMUM DEPTH OF 200mm INCLUDING ALL          - ALLOW FOR FLYSCREENS TO BE FITTED TO ALL WINDOWS.
ROOTS, AND OTHER MATTER, AND REQUIRED BY THE SOIL CONDITION AND/OR BUILDER. PROVIDE          - ANGLED WINDOW UNITS SHALL BE FACTORY MADE AND FIXED AND DELIVERED ON SITE AS A
SUITABLE CLEAN FILL AND COMPACT IN LAYERS NOT GREATER THAN 300mm TO REDUCE LEVELS AS         COMPLETE UNIT.                                                                              - FOR HABITABLE ROOMS:
SHOWN.                                                                                       - WHERE RELEVANT WINDOWS ARE TO COMPLY WITH THE SPECIFICATIONS PROVIDED BY THE                 - TOTAL R VALUE MUST BE 2.8
- DO NOT EXCAVATE SERVICES TRENCHES WITHIN AN ANGLE OF 45 DEGREES DOWN FROM THE              THERMAL PERFORMANCE ASSESSOR.
BOTTOM EDGE OF THE FOOTING.                                                                  - CLEAR GLASS GENERALLY: OBSCURE GLASS TO BATHROOMS, REFER TO DRAWINGS.
- ALL RETAINING WALLS TO BE TREATED WITH "BITKOTE" WATERPROOFING AGENT.                      - WHERE GLASS BLOCKS HAVE BEEN NOMINATED, THEY SHALL BE IN FRAMES AND INSTALLED TO
                                                                                             MANUFACTURERS SPECIFICATIONS
3.0 CONCRETE
- ALL CONCRETE REINFORCEMENT AND FORMWORK SHALL BE TO STRUCTURAL ENGINEERS DETAILS,          10.0 JOINERY
RELEVANT BUILDING CODES AND STANDARDS.                                                       - ALL JOINERY SHALL BE OF HIGHEST QUALITY MATERIALS TO BEST TRADE PRACTICES AND HIGH
- THE FOOTING AND SLAB CONSTRUCTION IS TO COMPLY WITH AS 2870.                               QUALITY FINISH.
- PROVIDE A PROPRIETARY VAPOUR BARRIER WHICH CONSISTS OF HIGH IMPACT RESISTANT               - EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40 WEATHERED
POLYTHENE FILM MIN 0.2mm THICK WHICH HAS BEEN PIGMENTED AND BRANDED BY THE                   THRESHOLD U.N.O.
MANUFACTURER.                                                                                - SUPPLY AND BUILD IN TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWN ON
                                                                                             ARCHITECTURAL DRAWINGS.
4.0 TERMITE PROTECTION
- PROVIDE ANTI-TERMITE TREATMENT UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS     11.0 CEILINGS
3660.1 AND APPENDIX D, FOR RETICULATED SYSTEMS.                                              - CEILINGS SHALL BE RECESSED EDGE, MINIMUM 8.0mm PLASTERGLASS OR GYPROCK.
- BUILDER SHALL PROVIDE "BIFLEX" OR SIMILAR APPROVED ANTI-TERMITE TREATMENT IN ACCORDANCE    - FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS USING APPROVED SYSTEMS
WITH RELEVANT AUSTRALIAN STANDARD CODES.                                                     TO PROVIDE FLUSH SMOOTH CONTINUOUS SURFACE.
                                                                                             - PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS & EDGES.
5.0 BRICKWORK                                                                                - PROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS SHOWN ON THE
- BRICK WORK SHALL COMPLY WITH : AS A123 MASONRY CODE & AS 3700 MASONRY CODE.                DRAWINGS.
- BRICK GAUGE 7 STANDARD COURSES = 600 m m . MORTAR FOR MASONRY CONSTRUCTION
- TIES SHALL BE 3.5mm DIAMETER GALVANIZED WIRE KINKED FOR AND BUILT IN EVERY 5TH COURSE AT   12.0 PLASTERING
APPROXIMATELY 900mm CENTRES, WITH ADDITIONAL TIES AT THE RATE OF 1 TIE/300mm HEIGHT OF       - INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN & FRIDGE RECESSES ETC SHALL BE (OTHER
OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF OPENINGS. BUILD TIES INTO EACH      THAN FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS) FLOAT AND SET IN HARDWALL
LEAF AT LEAST 50mm.                                                                          PLASTER U.N.O.
- VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE FILLED AT COMPLETION WITH A CONTINUOUS          - PLASTERED WALLS SHALL BE NOMINAL 12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND
FILLER STRIP.
- CAVITIES TO BE KEPT CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY OMIT BRICKS TO
                                                                                             RENDER, AND FINISHED WITH NOMINALLY 3mm HARDWALL PLASTER.
                                                                                             - SUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS.                                                                                                                     matt bradley designs
                                                                                                                                                                                                                                                                                            ©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
PERMIT RAKING OUT OF CAVITY BOTTOMS.                                                         - PROVIDE STOP BEADS WHERE PLASTER WORK ABUTS TIMBER FRAMES, OR FACEWORK.                                                                                                                  www.mattbradleydesigns.com.au - [email protected] - 0488 554 020

- FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHING AND CAVITY FILL KEEP CLEAR OF          - EXTERNAL RENDER WHEN APPLICABLE SHALL BE 2 COAT SAND FINISH. (FOR PAINTING).                                                                                                            ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
                                                                                                                                                                                                                                                                                                          - THE BUILDING CODE OF AUSTRALIA (BCA);
MORTAR. DO NOT LOCATE WEEPHOLES CLOSER THAN 500mm TO JOINTS IN DAMP PROOF COURSES            - NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL NOT BE                                                                                                                          - THE QUEENSLAND DEVELOPER CODE (QDC);
                                                                                                                                                                                                                                                                                                                  - BUILDING REGULATIONS;
OR FLASHING.                                                                                 FLUSHED UP WITH FRAMES.                                                                                                                                                                         - CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
                                                                                                                                                                                                                                                                                                SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
- PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF BRICK WORK AND SLAB            - PROVIDE V-JOINTS IN RENDER & FINISHING PLASTER WHERE BRICK WORK ABUTS OR JOINS ONTO                                                                                                         DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.

AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK.                                CONCRETE WORK.                                                                                                                                                                        DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY LTD


- SETOUT BRICKWORK ACCURATELY, PLUMP, LEVEL AND PROPERLY BONDED. RISING WORK TO BE                                                                                                                                                                                                PROJECT ADDRESS
                                                                                             13.0 FLOORING FINISHES
RAKED BACK, JAMBS, REVEALS, CORNERS, PERPENDS, ETC TO BE TRUE, PLUMB AND IN LINE WITH
PERPENDS TRUE LINE. SETOUT DOOR FRAMES NEAR PERPENDICULAR WALL WITH A MERGIN OF 12mm         - CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH SELECTED UNDERLAY
                                                                                                                                                                                                                                                                                  24 LYREBIRD CT, PEREGIAN BEACH, QLD
OR GREATER THAN 50mm                                                                         SMOOTH EDGE, DIMINISHING STRIPS ETC, TO COMPLETE THE WORKS: REFER TO DRAWINGS AND                                                                                                    4573
- PROVIDE 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND INTERNAL BRICKWORK TO BE           FINISHES SCHEDULE.                                                                                                                                                                   DRAW ING TITLE
PLASTERED.                                                                                   - PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, ANGLE
- WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE
FABRIC 75mm WIDE IN CENTRE OF EACH LEAF OPENING EXTENDING ALUMINIUM OF 600mm BEYOND
                                                                                             TRIMS ETC. TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE.
                                                                                             - PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS,
                                                                                                                                                                                                                                                                                  CONSTRUCTION LEGEND
THE OPENING.                                                                                 DIMINISHING BOARDS ETC TO COMPLETE THE WORKS: FLOOR BOARDS TO BE SANDED AND
                                                                                             POLISHED TO HIGH STANDARD WITH PREMIUM QUALITY SEALER (2 COATS). REFER TO DRAWINGS
BUILD IN ALCOR/PGI FLASHINGS AS FOLLOWS:                                                     AND FINISHES SCHEDULE.
                                                                                                                                                                                                                                                                                  CLIENT
- WHEREVER SHOWN ON DRAWINGS.
                                                                                             14.0 SIGNAGE
                                                                                                                                                                                                                                                                                                         JAMES WELCH
- CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED).
- OVER LINTELS TO EXPOSED OPENINGS - EXTEND THE FULL WIDTH OF OUTER LEAF CONTINUOUS          - WHERE NECESSARY SUPPLY & FIX SELECTED UNIT AND HOUSE NUMBERS TO EACH UNIT AND TO                                                                                                   DRAWN
ACROSS CAVITY 50mm INTO INNER LEAF 2c ABOVE.                                                 LETTERBOXES AS SCHEDULED.                                                                                                                                                                        JC/KD
                                                                                                                                                                                                                                                                                  SCALE
- OVER ROOF - EXTEND THE FULL WIDTH OF EXTERNAL LEAF, STEPPED TO ROOF SLOPE TURNED
DOWN MIN. 50mm OVER BASE FLASHING. TURN UP IN CAVITY SLOPING INWARDS AND BUILT INTO          15.0 PAVING
                                                                                                                                                                                                                                                                                               1 : 100 @ A3
INNER LEAF 1c ABOVE.                                                                         - GENERALLY: WHEN PAVING IS INCLUDED IN THE BUILDING CONTRACT THE FOLLOWING SHALL                                                                                                    DATE
- DOOR/WINDOW STILES - EXTEND THE FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED         APPLY AS A MINIMUM STANDARD.                                                                                                                                                                         2022-07-06
WITH SILL AND HEAD FLASHING AT EACH END.                                                     · SUPPLY AND LAY ALL PAVING TO EXTERNAL AREAS AS SHOWN ON WORKING DRAWINGS.                                                                                                          PROJECT NO.
- STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHING         · CUT, FILL & COMPACT SAND TO REQUIRED LEVELS. SCREED TO UNIFORM THINNESS AND LEVELS                                                                                                                 2022058
CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR FRAME. NOMINAL 300m WIDE.                       · PROVIDE BRICK EDGE RETAINING FOOTING EMBEDDED IN MORTAR BENEATH THE PAVING BRICK                                                                                                   DRAW ING NO.
- FOR HORIZONTAL STRUCTURES/SERVICES: CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS.
- AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED
                                                                                             · TO DRIVEWAY AREAS, PROVIDE NOMINAL 300x150mm CONCRETE FOOTING ALONG PERIMETER OF
                                                                                             DRIVEWAY AND BED EDGE BRICK IN MORTAR.
                                                                                                                                                                                                                                                                                                                WD-02                                     rev:

AWAY IN CAVITY FROM INNER LEAF.                                                                                                                                                                                                                                                  QBCC LICENCE: 15025395