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Archs - 2022-02-09T100137.799
MECHANICAL VENTILATION
ALTERATIONS & ADDITIONS IF APPLICABLE ALL BATHROOMS, LAUNDRIES, AND WC'S NOT NATURALLY VENTILATED ARE TO BE MECHANICALLY VENTILATED IN
ACCORDANCE WITH AS1668.2 AND AS/NZS 3666.1
TERMITE PROTECTION
SUPPLY & INSTALL A TERMITE BARRIER SYSTEM IN ACCORDANCE WITH AS 3660, AS 3660.1, AND THE NCC PART 3.1.3. INSTALL TO THE
SITE ADDRESS MANUFACTURER'S SPECIFICATIONS AND PROVIDE WRITTEN WARRANTIES COMMENCING FROM THE DATE OF PRACTICAL COMPLETION.
24 THE PENINSULA, NOOSAVILLE, QLD, 4567
WINDOW FRAMES & GLAZING
M Design
RP DESCRIPTION WINDOW FRAMES AND GLAZING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS 2047, AS 1288 AND TO AS3959 PART 6.5.2 PO Box 290
Peregian Beach QLD 4573
Lot 441 on RP856191 EXTERNAL DOORS QBCC No. 1066058
SIDE HUNG EXTERNAL DOORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS3959 PART 6.5.3.
SITE AREA EXTERNAL SLIDING DOORS SHALL COMPLY WITH AS3595 PART 6.5.4. GARAGE DOORS SHALL COMPLY WITH AS3595 PART 6.5.5 Contact: Michael Broeren
t. 07 5471 2721
811m² t. 0422 969 645
SMOKE ALARMS & EMERGENCY LIGHTING
w. www.mdesign.com.au
LOCAL AUTHORITY SUPPLY & INSTALL INTERCONNECTING HARD-WIRED SMOKE ALARMS IN ACCORDANCE WITH PART E2 OF THE NCC & AS 1670.
NEW & PROPOERTY UPGRADED SMOKE ALARMS MUST BE BE PHOTOELECTRIC AND COMPLY WITH AUSTRALIAN STANDARD 3786-2014, © COPYRIGHT 2021 - M DESIGN
NOOSA COUNCIL NOT ALSO CONTAIN AN ISOLATION SENSORE, BE LESS THAN 10YRS OLD, OPERATE WHEN TESTED AND BE INTERCONNECTING WITH THE IDEAS AND CONCEPTS CONTAINED
EVERY OTHER REQUIRED SMOKE ALARM IN THE DWELLING SO ENSURING THEY ALL ACTIVATE TOGETHER WITHIN THIS DOCUMENT AND THE
DOCUMENT ITSELF REMAIN THE
CONSTRUCTION NOTES WATERPROOFING - WET AREAS
WATERPROOFING OF INTERNAL WET AREAS SHALL COMPLY WITH AS3740 AND THE BCA, PART 3.8.1. PROVIDE A PROPRIETARY LIQUID OR
INTELLECTUAL PROPERTY OF
CONSTRUCTION NOTES TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND DOCUMENTS M DESIGN AND MAY NOT BE COPIED OR
SHEET MEMBRANE SYSTEM AND FALL TO WASTES. ALL WATERPROOFING SHALL REMAIN THE RESPONSIBILITY OF THE BUILDER. PROVIDE REPRODUCED IN PART OR IN WHOLE
WRITTEN WARRANTIES COMMENCING FROM THE DATE OF PRACTICAL COMPLETION. WITHOUT EXPRESSED WRITTEN
CONSTRUCTION REFERENCE DOCUMENTS:
PERMISSION FROM MICHAEL BROEREN
ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA 2016 (NCC) HOUSING WATERPROOFING - WALL OPENINGS OF M DESIGN.
PROVISIONS VOLUME TWO, RELEVANT AUSTRALIAN STANDARDS AND THEIR MOST CURRENT AMENDMENTS, INSTALL ALL NECESSARY FLASHINGS, MEMBRANES, DRIPS, STORM MOULDS, CAULKING ETC SO THAT WATER IS PREVENTED FROM
AND THE QUEENSLAND DEVELOPMENT CODE PENETRATING THE BUILDING BETWEEN FRAMES AND THE BUILDING STRUCTURE. PROVIDE WRITTEN WARRANTIES COMMENCING FROM THE
09.12.21
04.02.22
DATE
DATE OF PRACTICAL COMPLETION.
BUILDING CLASSIFICATION = 1a & 10a
WATERPROOFING - DECKS
LOCAL AUTHORITY: LAY JAMES HARDIE EXTERIOR SECURER BOARD WITH 3 COAT ROLL ON WATERPROOF SYSTEM. TILE FLOOR TO FALL TO GRATED DRAIN.
THE WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE LOCAL AUTHORITY REGULATIONS IN RELATION TO THE INSTALL ALL NECESSARY FLASHINGS, MEMBRANES, DRIPS, ETC SO THAT WATER IS PREVENTED FROM PENETRATING THE BUILDING AROUND
CLASS AND TYPE OF CONSTRUCTION, INCLUDING CONDITIONS SET OUT IN RELATED DEVELOPMENT PERMITS & APPROVALS. THE DECK. PROVIDE WRITTEN WARRANTIES COMMENCING FROM THE DATE OF PRACTICAL COMPLETION.
to AS4654
SETOUT, LEVELS, AND DIMENSIONS: FALLS IN FLOORS
BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING LEVELS, FINISHED LEVELS AND ALL SITE SERVICES ARE TO BE
DESCRIPTION
FALL WET AREA FLOORS TO FLOOR WASTES. FALL ALL EXTERNAL SURFACES AWAY FROM THE BUILDING AND/OR TO DRAINAGE OUTLETS
VERIFIED BY THE BUILDER. NOTIFY THE DESIGNER OF ANY VARIATION BETWEEN THE DOCUMENTATION AND SITE CONDITIONS. UNLESS OTHERWISE NOTED. PROVIDE SLAB SET-DOWNS, STRUCTURAL FALLS, & BEDDINGS AS REQUIRED.
FLOOR LEVELS: STAIRS, HANDRAILS & BALUSTRADES
FOR CERTIFICATION
ALL STRUCTURAL AND FINISHED FLOOR SURFACE LEVELS AND GRADES ARE TO BE CONFIRMED WITH THE DESIGNER PRIOR TO STAIRS, HANDRAILS AND BALUSTRADES TO BE CONSTRUCTED IN ACCORDANCE WITH THE NCC, PARTS 3.9.1 & 3.9.2, INCLUDING AS1170.1 AND
THE COMMENCEMENT OF ANY WORK. AS1288. BALUSTRADES TO HAVE A MINIMUM HEIGHT OF 1000mm ABOVE FINISHED SURFACE LEVEL UNLESS NOTED OTHERWISE. STAIR
FOR QUOTING
BALUSTRADE TO HAVE A MINIMUM HEIGHT OF 865mm ABOVE STAIR NOSING UNLESS NOTED OTHERWISE.
DRAWINGS:
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OFF DRAWINGS. DO NOT SCALE FROM DRAWINGS. NOTIFY THE THERMAL INSULATION
DESIGNER OF ANY VARIATIONS OR DISCREPANCIES IN THE DIMENSIONING OF THE PLANS. SUPPLY & INSTALL THERMAL INSULATION (ALL WALL SARKING TO BE BRADFORDS Enviroseal™ ProctorWrap™ RW FOR RESIDENTIAL WALL OR
SIMILAR APPROVED.) IN ACCORDANCE WITH THE NCC, PART 3.12.1. ALSO REFER TO THE ENERGY EFFICIENCY REPORT, AND SCHEDULES
GEOTECHNICAL REPORT:
REV
FOR PRODUCT SELECTIONS.
D
B
ARCHITECTURAL DRAWINGS AND DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL REPORT. REFER TO
THE SPECIFICATION APPENDICES. LIGHTING
LIGHTING SHALL BE PROVIDED ACCORDANCE WITH THE NCC PART J6 & AS1680
STRUCTURAL ENGINEERING (FOUNDATIONS):
ARCHITECTURAL DRAWINGS AND DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH THE ENGINEERS DRAWINGS. REFER TO FLASHINGS
ENGINEERING DRAWINGS FOR ALL FOOTINGS, SLABS, AND MASONRY DESIGN & DETAILS. FLASHINGS SHALL GENERALLY BE CORROSION RESISTANT, COMPATIBLE WITH THE OTHER MATERIALS IN THE INSTALLATION, AND COATED
24 THE PENINSULA, NOOSAVILLE,
WITH A NON-STAINING COMPOUND WHERE NECESSARY IN ACCORDANCE WITH AS/NZS 2904.
LIGHT STEEL FRAME & STRUCTURAL STEEL:
THE BUILDING FRAMES AND STRUCTURAL STEEL MEMBERS ARE TO BE DESIGNED, SUPPLIED, & INSTALLED BY A SUITABLY ELECTRICAL SERVICES
QUALIFIED FRAMING CONTRACTOR INCLUDING BUT NOT LIMITED TO ALL ROOF, WALL, FLOOR, CEILING, POSTS, BEAMS, AND
ALTERATIONS & ADDITIONS
ELECTRICAL SERVICES TO BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING:
BRACING MEMBERS. STEEL MEMBERS SHALL MEET THE REQUIREMENTS OF AS 4100 STEEL STRUCTURES, AS/NZS 4600 COLD- ELECTRICAL INSTALLATION: TO AS/NZS 3008.1.1 AND SAA HB 301.
FORMED STEEL STRUCTURES, AND THE N.A.S.H. (NATIONAL ASSOCIATION OF STEEL HOUSING) STANDARD. PROVIDE STRUCTURAL TELECOMMUNICATIONS CABLING: TO AS/ACIF S008, AS/ACIF S009, AS/NZS 3080, SAA HB 29 AND SAA HB 252.
CERTIFICATION AND WARRANTIES AS REQUIRED BY THE CERTIFIER AND PROPRIETOR RESPECTIVELY. DOMESTIC ELECTRICITY METER ENCLOSURES: TO AS 6002.
GALVANISING OF STRUCTURAL STEELWORK: EXTERIOR ROOFING & CLADDING SYSTEMS
ALL STRUCTURAL STEELWORK, FITTINGS AND FIXTURES SHALL BE HOT DIPPED GALVANISED IN ACCORDANCE WITH AS/NZS 4680 ALL EXTERIOR ROOFING & CLADDING SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS,
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
& AS 2309. ALL OTHER STEELWORK, FITTINGS AND FIXTURES SHALL BE PASSIVE GALVANISED UNLESS NOTED OTHERWISE IN THE INCLUDING ALL FASTENERS, EXPANSION JOINTS, GASKETS, TRIMS, AND THE LIKE. SHEET METAL ROOFING: TO AS 1562.1. CORROSION
FINISHES SCHEDULES. AVOID ON SITE WELDING. PROTECTION TO NCC TABLE 3.5.1.1.A. ROOF CONSTRUCTION TO COMPLY WITH AS3595 PART 6.6
KIRSTY WILSON
FIBRE CEMENT CLADDING: TO AS/NZS 2908.2 TYPE A, AND TO AS 3959 PART 6.4.1
TEMPORARY EROSION CONTROL:
CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES, SILT BARRIERS, AND THE LIKE DURING INTERIOR LININGS & PLASTERBOARD
CONSTRUCTION IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS AND AS APPROPRIATE TO CONTROL EROSION ON THE ALL INTERIOR LININGS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, INCLUDING ALL FASTENERS,
Project Address:
QLD, 4567
SITE. EXPANSION JOINTS, TRIMS, AND THE LIKE. PLASTERBOARD SHALL BE INSTALLED IN ACCORDANCE WITH AS 2589 GENERALLY, WET AREA'S
TO AS 3740. LININGS TO EXTERNAL BLOCK WALLS SHALL BE INSTALLED ON A PROPRIETARY STEEL FURRING CHANNEL SYSTEM - REFER TO
POWER CONNECTION DRAWINGS FOR WALL DETAILS AND SCHEDULES FOR FINISHES.
BEFORE CONSTRUCTION COMMENCES THE CLIENT WILL PROVIDE A TEMPORARY POWER BOARD ADJACENT TO THE BUILDING
PLATFORM. CONTRACTOR TO CO-ORDINATE CONNECTION OF POWER TO THE BUILDING, AND COMMISSIONING. LANDSCAPING
For:
CONTRACTOR TO PROVIDE ALL EXTERNAL PAVING SLABS, DECKS AND ROCK RETAINING WALLS AS IDENTIFIED ON THE DRAWINGS.
PLUMBING, DRAINAGE & GAS
DESIGN, SUPPLY, & INSTALL ALL PLUMBING & DRAINAGE IN ACCORDANCE WITH AS3500 AND THE NCC, PART 3.1.2. AND TO AS3595 CONCRETE
PART 6.8. GAS INSTALLATIONS TO BE IN ACCORDANCE WITH AS 5601. ALL CONCRETE FLOORS AND PAVING SLABS SHALL BE REINFORCED CONCRETE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S sheet title:
DRAWINGS. REFER TO SCHEDULES FOR THE REQUIRED FINISH.
VENT & WASTE PIPES
CONCEAL ALL VENT PIPES AND WASTE PIPES WITHIN WALL FRAMING UNLESS OTHERWISE NOTED, IE RETURN WASTES TO WALLS
GENERAL
TILING
UNDER SINKS. PROVIDE MINIMUM Rw45 SOUND ATTENUATION GENERALLY BETWEEN PLUMBING DUCTS AND INTERNAL SPACES. TILES TO BE INSTALLED TO MANUFACTURERS SPECIFICATION & SHALL BE INSTALLED BY AN APPROVED APPLICATOR. NOTES
CEILING ACCESS SLIP RESISTANCE job no: drawn by:
CEILING ACCESS MANHOLES ARE TO LOCATED TO SUIT ROOF FRAMING. POSITION FRAMES SO AS TO PROVIDE A CLEAR 600mm x ALL INTERIOR & EXTERIOR FLOOR FINISHES TO COMPLY WITH AS 4586 FOR SLIP RESISTANCE INCLUDING STAIRS. PROVIDE WRITTEN 2119 JM
600mm OPENING. EVIDENCE OF RATING UPON PRACTICAL COMPLETION.
PAINTING date: 04.02.22
TIMBER
COMPLY WITH THE RECOMMENDATIONS OF AS/NZS 2311. TIMBER CONSTRUCTION TO BE IN ACCORDANCE WITH AS 1684 AND THE NCC. PARTICLEBOARD FLOORING MATERIAL TO AS/NZS 1860.1. FIBRE
AIR CONDITIONING SYSTEMS - BY OTHERS CEMENT FLOORING COMPRESSED SHEETS TO AS/NZS 2908.2 TYPE A, CATEGORY 5. PLYWOOD FLOORING STANDARD TO AS/NZS 2269.0,
AIR CONDITIONING SYSTEMS TO BE PROVIDED IN ACCORDANCE WITH AS/NZS 1668.1 AND AS 1668.2 AS REQUIRED BY THE NCC. scale (A3): drawing no:
BOND TYPE A, TONGUE AND GROOVED.
1 : 100 00
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Page 2
INTEGRATED DESIGN NOTES FOR CONSTRUCTION RISK MANAGEMENT 7. MANUAL TASKS
COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD BE LIFTED BY TWO OR MORE WORKERS OR BY MECHANICAL
WORK HEALTH & SAFETY ACT 2011 LIFTING DEVICE. WHERE THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS.
ALL MATERIAL PACKAGING, BUILDING AND MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW THE TOTAL MASS OF PACKAGES AND
THIS FOLLOWING REPORT LISTS THE RECOMMENDED MINIMUM REQUIREMENTS UNDER THE WORK HEALTH AND SAFETY ACT 2011. THIS WHERE PRACTICAL ALL ITEMS SHOULD BE STORED ON SITE IN A WAY WHICH MINIMISES BENDING METHODS IN ALL AREAS WHERE LIFTING
REPORT HAS BEEN PREPARED BASED ON THE DRAFT CODE OF PRACTICE: MANAGING RISKS IN CONSTRUCTION WORK AND DISCUSSING MAY OCCUR. CONSTRUCTION, MAINTENANCE, AND DEMOLITION OF THIS BUILDING WILL REQUIRE THE USE OF PORTABLE TOOLS AND
THE RISKS WHICH THE CODE IDENTIFIES AS COMMON IN THE CONSTRUCTION OF BUILDINGS. THE BUILDER OWNER, CLIENT MUST ENSURE EQUIPMENT. THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND NOT USED WHERE
THAT ALL RELEVANT PERSONS ARE MADE AWARE OR F THE REPORT PROVISIONS. FAULTY OR (IN THE CASE OF ELECTRICAL EQUIPMENT) NOT CARRYING A CURRENT ELECTRICAL SAFETY TAG. ALL SAFETY GUARDS OR
THIS REPORT APPLIES NOT ONLY TO THE CONSTRUCTION STAGE BUT ALSO MAINTENANCE, RENOVATION, DEMOLITION AND TO THE DEVICES SHOULD BE REGULARLY CHECKED, AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH
OPERATION OF THE BUILDING AS A WORKPLACE AND IT IS THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO ENSURE THAT THE MANUFACTURER'S SPECIFICATION.
M Design
REPORT IS RETAINED AND DISPLAYED AND KEPT IN PROMINENT LOCATION DURING THE OPERATION OF THE BUILDING. PO Box 290
8. HAZARDOUS SUBSTANCES
POWDERED MATERIAL Peregian Beach QLD 4573
MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE HARM IF INHALED IN POWDERED FORM. PERSONS WORKING QBCC No. 1066058
1. FALLS, SLIPS, TRIPS A)
WORKING AT HEIGHTS DURING CONSTRUCTION ON OR IN THE BUILDING DURING CONSTRUCTION, OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD VENTILATION AND Contact: Michael Broeren
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PREFABRICATED OFF-SITE OR AT GROUND LEVEL TO MINIMISE THE WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION WHILE USING POWDERED MATERIAL OR WHEN t. 07 5471 2721
RISK OF WORKERS FALLING MORE THAN TWO METERS. HOWEVER, CONSTRUCTION OF THIS BUILDING WILL REQUIRE WORKERS TO BE SANDING, DRILLING, CUTTING OR OTHERWISE DISTURBING OR CREATING POWDERED MATERIAL. t. 0422 969 645
WORKING AT HEIGHTS WHERE A FALL IN EXCESS OF TWO METERS IS POSSIBLE SHOULD PROVIDE SUITABLE BARRIER WHEREVER A TREATED TIMBER w. www.mdesign.com.au
PERSON IS REQUIRED TO WORK IN A SITUATION WHERE FALLING MORE THEN TWO METERS IS A POSSIBILITY. THE DESIGN OF THIS BUILDING INCLUDES PROVISIONS FOR THE INCLUSION OF TREATED TIMBER WITHIN THE STRUCTURE. DUST OR FUMES
DURING OPERATIONS OR MAINTENANCE FROM THIS MATERIAL CAN BE HARMFUL. PERSONS WORKING ON OR IN THE BUILDING DURING CONSTRUCTION, OPERATIONAL © COPYRIGHT 2021 - M DESIGN
CLEANING AND MAINTENANCE OF WINDOWS, WALLS ROOF OR OTHER COMPONENTS OF THIS BUILDING WILL REQUIRE PERSONS TO BE MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD VENTILATION AND WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING THE IDEAS AND CONCEPTS CONTAINED
SITUATED WHERE A FALL FROM A HEIGHT IN EXCESS OF TWO METERS IS POSSIBLE. WHERE THIS TYPE OF ACTIVITY IS REQUIRED, PROTECTION AGAINST INHALATION WHILE USING POWDERED DISTURBING OR CREATING POWDERED MATERIAL. WITHIN THIS DOCUMENT AND THE
SCAFFOLDING, LADDERS OR TRESTLES SHOULD BE USED IN ACCORDANCE WITH RELEVANT CODES OF PRACTICE, REGULATIONS OR VOLATILE ORGANIC COMPOUNDS DOCUMENT ITSELF REMAIN THE
LEGISLATION. B. SLIPPERY OR UNEVEN SURFACES. MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES AND SOME CLEANING MATERIALS AND DISINFECTANTS HAVE INTELLECTUAL PROPERTY OF
FLOOR FINISHES DANGEROUS EMISSIONS. AREAS WHERE THESE ARE USED SHOULD BE KEPT WELL VENTILATED WHILE THE MATERIAL IS BEING USED AND M DESIGN AND MAY NOT BE COPIED OR
THE OWNER IS RESPONSIBLE FOR THE SELECTION OF THE SURFACE FINISHES IN THE PEDESTRIAN TRAFFICABLE AREAS OF THIS BUILDING. FOR A PERIOD AFTER INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE MANUFACTURER'S
REPRODUCED IN PART OR IN WHOLE
SURFACES SHOULD BE SELECTED IN ACCORDANCE WITH AS HB 197:1999 AND AS/NZ 4586:2004 RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL TIMES.
WITHOUT EXPRESSED WRITTEN
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES SYNTHETIC MINERAL FIBRE
FIBERGLASS, ROCKWOOD, CERAMIC AND OTHER MATERIAL USED FOR THERMAL OR SOUND INSULATION MAY CONTAIN SYNTHETIC PERMISSION FROM MICHAEL BROEREN
WHERE STEPS AND/OR RAMPS ARE INCLUDED IN THE BUILDING WHICH MAY BE A HAZARD TO WORKERS CARRYING OBJECTS OR OF M DESIGN.
OTHERWISE OCCUPIED. STEPS SHOULD BE CLEARLY MARKED WITH BOTH VISUAL TACTILE WARNING DURING CONSTRUCTION, MINERAL FIBRE WHICH MAY BE HARMFUL IF INHALED OR IF IT COMES IN CONTACT WITH THE SKIN, EYES OR OTHER SENSITIVE PARTS OF
MAINTENANCE, DEMOLITION AND AT ALL TIMES WHEN BUILDING OPERATES AS A WORKPLACE. BUILDING OWNERS AND OCCUPIERS SHOULD THE BODY. PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL SHOULD BE USED
09.12.21
04.02.22
WHEN INSTALLING, REMOVING OR WORKING NEAR BULK INSULATION MATERIAL.
DATE
MONITOR THE PEDESTRIAN ACCESS WAYS AND IN PARTICULAR ACCESS TO AREAS WHERE MAINTENANCE IS ROUTINELY CARRIED OUT TO
ENSURE THAT SURFACES HAVE NOT MOVED OR CRACKED SO THAT THEY BECOME UNEVEN AND PRESENT A TRIP HAZARD. SPILLS, LOOSE TIMBER FLOORS
MATERIAL, STRAY OBJECTS OR ANY OTHER MATTER THAT MAY CAUSE A SLIP OR TRIP HAZARD SHOULD BE CLEANED OR REMOVED FROM AREAS WHERE FINISHES ARE APPLIED SHOULD BE KEPT WELL VENTILATED DURING SANDING AND APPLICATION AND FOR A PERIOD AFTER
ACCESS WAYS. CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN TIDY WORK SITE DURING CONSTRUCTION, MAINTENANCE OR INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE MANUFACTURER'S RECOMMENDATIONS FOR USE MUST
DEMOLITION TO REDUCE THE RISK OF TRIPS AND FALLS IN THE WORKPLACE. MATERIALS FOR CONSTRUCTION OR MAINTENANCE SHOULD BE CAREFULLY CONSIDERED AT ALL TIMES.
BE STORED IN DESIGNATED AREAS AWAY FROM ACCESS WAYS AND WORK AREAS.
9. CONFINED SPACES
2. FALLING OBJECTS EXCAVATION
LOOSE MATERIALS OR SMALL OBJECTS CONSTRUCTION OF THIS BUILDING AND SOME MAINTENANCE ON THE BUILDING MAY REQUIRE EXCAVATION AND INSTALLATION OF ITEMS
DESCRIPTION
CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BUILDING IS LIKELY TO INVOLVE PERSONS WORKING ABOVE WITHIN EXCAVATIONS. WHERE PRACTICAL, INSTALLATION SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT REQUIRE WORKERS
GROUND LEVEL OR ABOVE FLOOR LEVELS. WHERE THIS OCCURS ONE OR MORE OF THE FOLLOWING MEASURES SHOULD BE TAKEN TO TO ENTER THE EXCAVATION. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE EXCAVATION AREA SHOULD BE PROVIDED TO
AVOID OBJECTS FALLING FROM THE AREA WHERE THE WORK IS BEING CARRIED OUT ONTO PERSONS BELOW. 1. PREVENT OR RESTRICT PREVENT COLLAPSE. WARNING SIGNS AND BARRIERS TO PREVENT ACCIDENTAL OR UNAUTHORIZED ACCESS TO ALL EXCAVATION SHOULD
ACCESS TO SCAFFOLDING OR WORK PLATFORMS WHERE THE WORK IS BEING CARRIED OUT. 2. PROVIDE TOEBOARDS TO SCAFFOLDING OR BE PROVIDED.
FOR CERTIFICATION
WORK PLATFORMS. 3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK AREA. 4. ENSURE THAT ALL PERSONS BELOW THE WORK ENCLOSED SPACES
AREA HAVE PERSONAL PROTECTIVE EQUIPMENT. WHERE WORKERS ARE REQUIRED TO ENTER ENCLOSED SPACES, AIR TESTING EQUIPMENT AND PERSONAL PROTECTIVE EQUIPMENT
FOR QUOTING
BUILDING COMPONENTS SHOULD BE PROVIDED.
DURING CONSTRUCTION, RENOVATION OR DEMOLITION OF THIS BUILDING, PARTS OF THE STRUCTURE INCLUDING FABRICATED SMALL SPACES
STEELWORK, HEAVY PANELS AND MANY OTHER COMPONENTS WILL REMAIN STANDING PRIOR TO OR AFTER SUPPORTING PARTS ARE IN WHERE SMALL SPACES WITHIN THIS BUILDING REQUIRE ACCESS BY CONSTRUCTION OR MAINTENANCE WORKERS PROVIDE WARNING
PLACE. CONTRACTORS SHOULD ENSURE THAT TEMPORARY BRACING OR OTHER REQUIRED SUPPORT IS IN PLACE AT ALL TIMES WHEN SIGNS AND BARRIERS TO UNAUTHORISED ACCESS. THESE SHOULD BE MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING. WHERE
COLLAPSE WHICH MAY INJURE PERSONS IN THE AREA IS A POSSIBILITY. MECHANICAL LIFTING OF MATERIALS AND COMPONENTS DURING WORKERS ARE REQUIRED TO ENTER SMALL SPACES SHOULD BE SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS. MANUAL LIFTING
CONSTRUCTIONS, MAINTENANCE OR DEMOLITION PRESENTS A RISK OF FALLING OBJECTS. CONTRACTORS SHOULD ENSURE THAT AND OTHER MANUAL ACTIVITY SHOULD BE RESTRICTED IN SMALL SPACES.
REV
APPROPRIATE LIFTING DEVICES ARE USED, THAT LOADS ARE PROPERLY SECURED AND THAT ACCESS TO AREAS BELOW THE LOAD IS
D
B
PREVENTED OR RESTRICTED. 10. PUBLIC ACCESS
PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION SITES AND TO AREAS UNDER MAINTENANCE CAUSES RISK TO WORKERS AND
3. TRAFFIC MANAGEMENT PUBLIC. WARNING SIGNS AND SECURE BARRIERS TO UNAUTHORIZED ACCESS SHOULD BE PROVIDED. THE PERIMETER FENCE MUST BE
(FOR BUILDINGS ON A MAJOR ROAD, NARROW ROAD OR STEEPLY SLOPING ROAD) ADEQUATE AND BE OF A SUITABLE HEIGHT TO DETER ENTRY, E.G., 1800 HIGH AND BE CONSTRUCTED FROM DEDICATED MATERIALS AND BE
PARKING OF VEHICLES OR LOADING/UNLOADING OF VEHICLES ON THIS ROADWAY MAY CAUSE A TRAFFIC HAZARD. DURING CONSTRUCTION, DIFFICULT TO CLIMB. * BE DIFFICULT TO GAIN ACCESS UNDERNEATH AND GATES AND JOINTS IN THE FENCE SHOULD BE SECURE AND NOT
PRESENT A WEAK POINT FOR ENTRY. IN CASE OF EMERGENCY, BUILDERS MUST ENSURE SIGNS ARE CLEARLY VISIBLE FROM OUTSIDE THE
24 THE PENINSULA, NOOSAVILLE,
MAINTENANCE OR DEMOLITION OF THIS BUILDING DESIGNATED PARKING FOR WORKERS AND LOADING AREAS SHOULD BE PROVIDED.
TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE RESPONSIBLE FOR THE SUPERVISION OF THESE AREAS. SITE, STATING THE NAMES AND CONTACT TELEPHONE NUMBERS OF THE PERSON WITH CONTROL OF THE BUILDING WORK. WHERE
(FOR BUILDINGS WHERE ON-SITE LOADING/UNLOADING IS RESTRICTED) ELECTRICAL INSTALLATIONS, EXCAVATIONS, PLANT, OR LOOSE MATERIALS ARE PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY
CONSTRUCTION TO THIS BUILDING WILL REQUIRE LOADING AND UNLOADING OF MATERIALS ON THE ROADWAY. DELIVERIES SHOULD BE SUPERVISED.
WELL PLANNED TO AVOID CONGESTION OF LOADING AREAS AND TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE USED TO
ALTERATIONS & ADDITIONS
SUPERVISE LOADING/UNLOADING AREAS. 11. OPERATIONAL USE OF BUILDINGS
(FOR ALL BUILDINGS) (FOR RESIDENTIAL BUILDINGS)
BUSY CONSTRUCTION OR DEMOLITION SITES PRESENT A RISK OF COLLISION WHERE DELIVERIES AND OTHER TRAFFIC ARE MOVING WITHIN THIS BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL BUILDING. IF IT, AT A LATER DATE, IS USED OR INTENDED TO BE USED AS A
THE SITE. A TRAFFIC MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR THE WORKPLACE, THE PROVISIONS OF THE WORK HEALTH AND SAFETY ACT. 2011 OR SUBSEQUENT REPLACEMENT ACT SHOULD BE APPLIED
WORK SITE. TO THE NEW USE.
4. SERVICES 12. OTHER HIGH-RISK ACTIVITY
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A VARIETY OF RISKS INCLUDING RELEASE OF HAZARDOUS ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE MANAGING RISKS OF PLANT AT THE
MATERIAL. EXISTING SERVICES ARE LOCATED ON OR AROUND THIS SITE. WHERE KNOWN, THESE ARE IDENTIFIED ON THE PLANS BUT THE WORKPLACE. ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE: MANAGING NOISE AND PREVENTING
KIRSTY WILSON
EXACT LOCATION AND EXTENT OF SERVICES MAY VARY FROM THAT INDICATED. HEARING LOSS AT WORK. DUE TO THE HISTORY OF SERIOUS INCIDENTS, IT IS RECOMMENDED THAT PARTICULAR CARE BE EXERCISED
IN LOCATION WITH UNDERGROUND POWER POWER WHEN UNDERTAKING WORK INVOLVING STEEL CONSTRUCTION AND CONCRETE PLACEMENT. ALL ABOVE APPLIES.
LINES MUST BE DISCONNECTED, OR CAREFULLY LOCATED AND ADEQUATE WARNING SIGNS USED PRIOR TO ANY CONSTRUCTION,
MAINTENANCE OR DEMOLITION COMMENCING. SERVICES SHOULD BE LOCATED USING AN APPROPRIATE SERVICE (SUCH AS DIAL BEFORE SUSTAINABLE BUILDINGS
Project Address:
QLD, 4567
YOU DIG), APPROPRIATE EXCAVATION PRACTICE SHOULD BE USED AND, WHERE NECESSARY, SPECIALIST CONTRACTORS SHOULD BE USED.
WHERE OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE – QDC MP4.1 - 13 APRIL 2010
THEY POSE A RISK OF ELECTROCUTION IF STRUCK OR APPROACHED BY LIFTING DEVICES OR OTHER PLANT AND PERSONS WORKING ABOVE ACCEPTABLE SOLUTIONS FOR ENERGY EFFICIENCY
GROUND LEVEL. WHERE THERE IS A DANGER OF THIS OCCURRING, POWER LINES SHOULD BE, WHERE PRACTICAL, DISCONNECTED OR - P1 TO COMPLY WITH PERFORMANCE REQUIREMENT P2.6.1 ANDP2.6.2 OF THE BUILDING CODE OF AUSTRALIA. - A1 VERIFICATION METHOD
RELOCATED. WHERE THIS IS NOT PRACTICAL ADEQUATE WARNING IN THE FORM OF BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE TO INDICATE ACHIEVEMENT OF AN ENERGY EQUIVALENT RATING OF NOT LESS THAN 6- STARS
USED OR A PROTECTIVE BARRIER PROVIDED.
For:
ENERGY EFFICIENT FIXTURES
5. MANUAL TASKS -A2 CLASS 1 AND CLASS 2 BUILDINGS AND AN ENCLOSED CLASS 10A BUILDING ATTACHED TO A CLASS 1 OR CLASS 2 BUILDING HAVE
COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD BE LIFTED BY TWO OR MORE WORKERS OR BY MECHANICAL ENERGY: - EFFICIENT LIGHTING FOR A MINIMUM OF 80 PER CENT OF THE TOTAL FIXED INTERNAL LIGHTING A3 IN CLASS 1 AND CLASS 2
LIFTING DEVICE. WHERE THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS. ALL BUILDINGS, NEW AND REPLACEMENT AIR-CONDITIONERS HAVE AN EER OF AT LEAST 2.9. sheet title:
MATERIAL PACKAGING, BUILDING AND MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW THE TOTAL MASS OF PACKAGES AND WHERE
PRACTICAL ALL ITEMS SHOULD BE STORED ON SITE IN A WAY WHICH MINIMISES BENDING METHODS IN ALL AREAS WHERE LIFTING MAY QDC MP4.1 - 13 APRIL 2010 GENERAL
OCCUR. CONSTRUCTION, MAINTENANCE, AND DEMOLITION OF THIS BUILDING WILL REQUIRE THE USE OF PORTABLE TOOLS AND EQUIPMENT. ACCEPTABLE SOLUTIONS FOR WATER CONSERVATION
THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND NOT USED WHERE FAULTY OR (IN THE - A4 SHOWER ROSES HAVE A MINIMUM 3-STAR WATER EFFICIENCY LABELLING AND STANDARDS RATING. -A5 TOILET CISTERNS (A) HAVE A NOTES
CASE OF ELECTRICAL EQUIPMENT) NOT CARRYING A CURRENT ELECTRICAL SAFETY TAG. ALL SAFETY GUARDS OR DEVICES SHOULD BE DUAL FLUSH FUNCTION AND HAVE A MINIMUM 4-STAR WATER EFFICIENCY LABELLING AND STANDARDS RATING; (B) ARE COMPATIBLE WITH
REGULARLY CHECKED, AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH MANUFACTURER'S THE SIZE OF THE TOILET BOWL TO ALLOW FOR A PROPER FUNCTIONING OF THE TOILET. -A6 TAP WARE HAS A MINIMUM 3-STAR WATER job no: drawn by:
SPECIFICATION. EFFICIENCY LABELLING AND STANDARDS RATING FOR TAPS SERVING: (A) LAUNDRY TUBS, AND (B) KITCHEN SINKS, AND; (C) BASINS. 2119 JM
QLD PLUMBING & WASTEWATER CODE
ACCEPTABLE SOLUTIONS FOR HOT WATER SYSTEMS date: 04.02.22
- A1 A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECEIVE AT LEAST 22 RENEWABLE ENERGY CERTIFICATES IN
BUILDING WITH 3 OR MORE BEDROOMS OR AT LEAST 14 RENEWABLE ENERGY CERTIFICATES IN A BUILDING WITH LESS THAN 3 BEDROOMS
OR A HAS HOT WATER SYSTEM WITH AN ENERGY RATING OF AT LEAST 5-STARS. -A4 HOT WATER SYSTEMS ARE INSTALLED AS CLOSE AS scale (A3): drawing no:
PRACTICAL TO THE BUILDING'S COMMON BATHROOM. 1 : 100 0.1
Page 3
DEMOLITION ABBREVIATION LEGEND FLOOR PLANS ABBREVIATION LEGEND ROOF ABBREVIATION LEGEND JOINERY ABBREVIATION LEGEND
RS-T ROOF SHEET TRIMDEK PROFILE REFER TO FINISHES SCHEDULES
EXISTING BRICK VENEER WALL pst 200mm DIAM. CHS POST, POWDERCOATED FINISH, WITH SL SKY LIGHT FOR DETAILS
DEMOLISED BRICK VENEER INFILL WALL DECORATIVE BASE TO 700MM HIGH DP DOWNPIPE, SIZE & LOCATION ROOFING CONTRACTOR
CBD-T CUPBOARD, TALL GU GUTTER, HALF ROUND. SIZE BY ROOFING CONTRACTOR ADJ ADJUSTABLE
EXISTING 90 STUD WALL CL CLOTHES LINE B BENCHTOP, ENGINEERED STONE
DEMOLISHED 90 STUD WALL col-1 COLUMN 150x150mm HWD TIMBER POSTS, PAINT FINISH BIN DOUBLE BIN, PULLOUT
CT COOK TOP BS BATH SPOUT. MIN. 100MM ABOVE BATH HT
DEMOLISHED WINDOW BT BENCHTOP, LAMINATE
DP 100mm PVC DOWNPIPE
EXISTING WINDOW DR DRYER CBD CUPBOARD
DW DISHWASHER CBD-T CUPBOARD, TALL
FR FRIDGE CKT COOKTOP
DEMOLISHED DOOR DRW DRAWERS
FW FLOOR WASTE
LT LAUNDRY TUB DRY DRYER (BY OTHERS)
OHC OVERHEAD CUPBOARD DWS DISHWASHER SPACE
EXISTING DOOR OV OVEN FP FIXED PANEL
SWR SHOWER FR FRIDGE (BY OTHERS)
SK SINK FW FLOOR WASTE
DEMOLISHED FLOOR TILES STAIR-1 EXISTING STAIRS COVERED WITH GPO DOUBLE GPO. REFER ELECT. PLANS FOR HTS
TIMBER VENEER, REFER SCHEDULE HR HANGING RAIL
DEMOLISHED POST AND BASE VB VANITY BASIN HTR HAND TOWEL RAIL. 300MM ABOVE BENCH HT
WC WATER CLOSET IRH INTEGRATED RANGEHOOD
WIR WALK IN ROBE KB KICKBOARD
WM WASHING MACHINE LT LAUNDRY TUB
LC LAUNDRY CHUTE
MR MIRROR
MW MICROWAVE (BY OTHERS)
NWS NIB WALL SHELF. OAK TIMBER TOP WITH
MARINE GRADE CLEAR VARNISH. 3 COATS MIN.
OHC OVERHEAD CUPBOARD
R.C.P ABBREVIATION LEGEND SLAB LAYOUT ABBREVIATION LEGEND ELEVATION & SECTION ABBREVIATION LEGEND OV OVEN
PB-P PAINT FINISH
FLUSH FINISH pst 200mm DIAM. CHS POST, POWDERCOATED FINISH, WITH PF FIXED PANEL
DECORATIVE BASE TO 700MM HIGH RH ROBE HOOK. 1500MM ABOVE F.F.L
MH MAN HOLE
EXISTING SLAB WITH TOPPING SLAB OVER. T.B.C col-1 COLUMN 150x150mm HWD TIMBER POSTS, PAINT FINISH SB SPLASHBACK
SD SERVICE DUCT SD SERVICE DUCT
PB 10MM PLASTERBOARD, PAINT FINISH DP 100mm PVC DOWNPIPE, BY ROOFER SHF SHELVING
NEW CONCRETE SLAB TIED INTO EXISTING.
PBW WET AREA LINING, PAINT FINISH SHR SHOWER HEAD. 1000MM ABOVE F.F.L
BAL1 BALUSTRADE TYPE 1, T.B.C
VJ VJ BOARD LINING, PAINT FINSH SHS SHOWER SCREEN. 2100MM HIGH
SP STORMWATER PIT BAL2 BALUSTRADE TYPE 2, 400H RENDERED FC WALL WITH 600H SKT SKIRTING TILE. MIN. 150MM HIGH
FC 6MM FC LINING BOARD, PAINT FINISH
pst-ex EXISTING POST GLASS, T.B.C SK SINK
col NEW COLUMN WITH DECORATIVE BASE SS SHOWER SHELF
SCR1 POWDERCOATED ALUMINIUM HORIZONTAL BATTEN SCREEN, @
T1 TILE 1, REFER INTERNAL SCHEDULE
2250H, COLOUR WHITE, T.B.C
T2 TILE 2, REFER INTERNAL SCHEDULE
REFER SPEC FOR DETAILS
TP TAP, MIXER MOUNTED ON BENCH
SCR2 POWDERCOATED ALUMINIUM HORIZONTAL BATTEN TPM TAP MIXER WALL MOUNTED 1000MM HIGH
SCREENS, @ 300H, COLOUR WHITE, T.B.C TMW TAP MIXER AND SPOUNT, WALL MOUNTED,
REFER SPEC FOR DETAILS 1000MM ABOVE F.F.L
WALL TYPES ABBREVIATION LEGEND TRM WINDOW TRIM, REFER SCHEDULE TR TOWEL RAIL, HEATED
TRH TOILET ROLL HOLDER. 650MM ABOVE F.F.L
WA1 JAMES HARDIE LINEA WEATHERBOARD, 90MM TIMBER FRAME,180MM PROFILE, T.B.C, INTERNAL PLASTERBOARD,PAINT FINISH
VB VANITY BASIN
WA2 NEW FC RENDERED CLADDING ON 90MM FRAME TO MATCH EXISTING WITH TRIMS & BATTENS, INTERNAL PLASTERBOARD, PAINT FINISH, REFER SCHEDULE VB-P WET AREA VILLA BOARD, PAINTED
WA3 EXISTING 90MM FRAMED FC RENDERED WALL WITH TRIMS & BATTENS ADDED TO MATCH WA2, INTERNAL PLASTERBOARD, PAINT FINISH, REFER SCHEDULE WC TOILET
WC-W WALL HUNG TOILET
WA4 EXISTING RENDERED BRICK VENEER WALL WITH TRIMS & BATTENS ADDED TO MATCH WA2, REFER SCHEDULE. INTERNAL WATERPROOF PLASTERBOARD IF WET AREA
WM WASHING MACHINE (BY OTHERS)
WA5 NEW RENDERED BRICK VENEER WALL WITH TRIMS & BATTENS ADDED TO MATCH WA2, REFER SCHEDULE WMS WASHING MACHINE STOPS
WA6 NEW 90MM TIMBER FRAMED WALL WITH PLASTERBOARD BOTH SIDES, PAINT FINISH
WO WALL OVEN
C.O.S CONFIRM ON SITE
WA7 NEW 70MM TIMBER FRAMED WALL WITH PLASTERBOARD BOTH SIDES, PAINT FINISH
WA8 EXISTING 90MM TIMBER FRAMED WALL WITH PLASTERBOARD BOTH SIDES, PAINT FINISH NOTE: ALL DIMENSIONS ARE INDICATIVE ONLY
& REQUIRE SITE MEASURE PRIOR TO
WA9 EXISTING 90MM TIMBER FRAMED WALL WITH WET AREA PLASTERBOARD TO WET AREA SIDE, WATERPROOFED, PAINT FINISH & PLASTERBAORD TO REMAINING COMMENCEMENT
WA10 NEW 70MM TIMBER FRAMED WALL WITH WET AREA PLASTERBOARD TO WET AREA SIDE, WATERPROOFED, PAINT FINISH & PLASTERBAORD TO REMAINING
WA11 190MM REINFORCED BLOCK WALL, WATERPROOFED, PAINT FINISH
WA12 190MM REINFORCED BLOCK WALL, WATERPROOFED, WITH STONE VENEER FINISH, REFER SCHEDULE
WA13 NEW 90MM TIMBER FRAMED WALL WITH WET AREA PLASTERBOARD TO WET AREA SIDE, WATERPROOFED, PAINT FINISH & PLASTERBAORD TO REMAINING
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: CONSTRUCTION
THE IDEAS AND CONCEPTS CONTAINED For: REV DESCRIPTION DATE
LEGENDS
WITHIN THIS DOCUMENT AND THE
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON B FOR QUOTING 09.12.21
PO Box 290 D FOR CERTIFICATION 04.02.22 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: JM
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR
2119
REPRODUCED IN PART OR IN WHOLE date:
QBCC No. 1066058 04.02.22
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE,
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. As indicated 0.2
Page 4
440
Blockwork footings Rid
ge RL
must be 1.0m clear 8.98
m
85 of sewer CP
8
1.
85 Water
2
7
1. Meter 1 70
2. 70
Mul
t
1 Res i Lev e
2. iden l
98 Bui t
5001 3 ldin ial
2. g
la
4
2.033 39
9 2. Gutter
insu
12 RL
2. 5.15
m
8 48 57 34 31.5 Note:
1. 1.
7 9 2.
3 00
07 287 Property Boundaries located for the purpose of Building Locality,
2. °20
Pen 2.
4 72
85
'00"
2.
5 27
6
Contour & Detail Survey only. Property Boundaries to be confirmed and
re-established by Property Identification survey prior to any construction
and/or property development works.
3
2. 50 93
2. 2.4
0"
20'0
74
00
77
The
4
2. 90 75
19.0
4 4
2. 4
17°
23 0 4 2.
2. 44 2. 70
9 2. 8 2.
5
09 46
8 01 06 2. 36 SW 2.
1. 7 6 Pit
1. 2. 0
Ga 47
FFL rage 2.
0 2.50
51 441 35 9 m
2 2. 5 41
2. 2 7 2.
811m 36 36 80
2. 2. 57 2.
4 75
9 33 16 2.
4
73
76 2. .23.73 1
1. 2 6. 5 32
2.
6m
UP
6 4
65 03
1.
10.1
Power 2. 35 04 M
3 2.
3
09 Res ulti Le
.26m
Box 2.
2
19
32
0
FL 5 eck
iden
RL
3 v
2. 35 tial B el
.28 5"
4°
2. 6 m
D
ge
uildi
23
6.0
4
67 0 FFL ng 46
44
'5
3 2 RL
Rid
2. 2. FFL L o wer 2. r
Upp 2.60m tte
42
2
er 5 Gu
2. 10
.34m 2 2
4 31 17 46
2. 4 5 2. 0 8 47
40
2 2. 2. 42
4
33 6
2. 20 2. 2. 1.
STN 5000 6.
107 FFL: 2.606
Nail in Bit °20 4 33 01
RL 1.650m '00" 2. 1.
7
34.1 3
58 35
Pa ete
442 2. 91 04
.50m
3 0
2.
FL 2 ti o
1.
cr
2
Con
11
Gut
ter 2.
RL 3 71
4.90 2.
m 97
31 30"
3 90 1.
4
2.
7'
°0
19 00
8
42
8
1. 1.
0
4.
08
.5
2 9 1
Mul 83 88
t
Res i Lev e 1. 2
1.
13
l
7.9 '30"
id
Bui ential
2°
ldin 04
2
44
42
g 0
°1
1.
9.
'4
32
83
0"
RL tty r
m
Je mbe
1
m
9.30
1.0
Ti
north
RL
13
ge
0
1.
Rid
SITE PLAN
1 : 200
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: 0 2 4 6 8m
CONSTRUCTION 1:200
THE IDEAS AND CONCEPTS CONTAINED For: REV DESCRIPTION DATE
SITE PLAN
WITHIN THIS DOCUMENT AND THE
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON B FOR QUOTING 09.12.21
PO Box 290 D FOR CERTIFICATION 04.02.22 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: JM
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR
2119
REPRODUCED IN PART OR IN WHOLE date:
QBCC No. 1066058 04.02.22
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE,
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. 1 : 200 1.2
Page 5
10060 REMOVE PART EXSITING
DEMOLISH GABLE WALL ABOVE PITCHING HEIGHT FOR HWS
NEW ROOF. C.O.S PATH TIMBER FENCE TO MAKE WAY
C C W/TANKS FOR NEW GARAGE SIDE WALL
DP DP CONCRETE
x
PATH
t- e
REMOVE SIDE GATE/FENCE
ps
DP
MB REMOVE WATER TANKS
x
t- e
SWR
AC
ps
CONCRETE FOOTPATH TO HOB
BULKHEAD BATH
REMAIN UP TO NEW GARAGE
OH CBD
LDRY WC BATH
LIVING TILES
REMOVE BASE OF CONCRETE TILES REMOVE BATHROOM, LAUNDRY
LINE OF BEAM OVER
TILES LT
BED 5
REMAINING POSTS ONLY CONCRETE & WC CABINETRY, FIXTURES
TILES
AND REPLACE WITH NEW AND FITTINGS. PLUMBING
DECORATIVE POST BASE, CBD CBD OUTLETS TO REMAIN AND
REFER FLOOR PLANS REUSED FOR NEW
x
t- e
x
ps
x
t- e
TILES REMOVE ALL EXTERNAL PAVING,
t- e
ROBE CBD
ps
ps
REMOVE KITCHEN CABINETRY, TILING AND CONCRETE WHERE
STEP
100MM
x
t- e
OH CBD
500
FIXTURES AND FITTINGS AND INDICATED
ps
DP
C AC
TERMINATE ALL PLUMBING ST
DP
BULKHEAD
AND WASTE OUTLETS
SK BED 3
KITCHEN TILES MH
REMOVE SKY LIGHTS AND BED 4
TILES DP
COVER SL TILES
FR GARAGE CONCRETE
ROBE
CONCRETE
TIMBER
x
t- e
ps
BALC.
PLANTING DP DEMOLISH FRONT AND SIDE
x
t- e
CONCRETE STORE
ps
FENCING WHERE
REMOVE TILES KITCHEN
LINE OF BEAM OVER
UP
NECESSARY
BULKHEAD
TILES
TILES
x
t- e
DP
ps
PAVERS
SWR
x
x
75MM
t- e
t- e
HOB
REMOVE ENSUITE CABINETRY,
ps
WC
ps
FIXTURES AND FITTINGS AND DP ENS
BULKHEAD
TILES
TERMINATE ALL PLUMBING
AND WASTE OUTLETS
PLANTING
CONCRETE
BRICK PAVING
BALC.
BED 2 WIR DRIVEWAY
PLANTING CONCRETE TILES
TILES BRICK PAVING
DP
DEMOLITION ABBREVIATION LEGEND
x
AC
t- e
ps
DP
EXISTING BRICK VENEER WALL
DEMOLISED BRICK VENEER INFILL WALL PATH
EXISTING 90 STUD WALL CONCRETE
DEMOLISHED 90 STUD WALL
DEMOLISHED WINDOW
EXISTING WINDOW CONCRETE FOOTPATH TO
REMAIN
DEMOLISHED DOOR
REMOVE GRATED DRAIN
EXISTING DOOR
DEMOLISHED FLOOR TILES
1 GROUND FLOOR - DEMOLITION
DEMOLISHED POST AND BASE 4.1 1 : 100
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: CONSTRUCTION DEMOLITION
THE IDEAS AND CONCEPTS CONTAINED For:
WITHIN THIS DOCUMENT AND THE REV DESCRIPTION DATE PLAN - G.F
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON B FOR QUOTING 09.12.21
PO Box 290 C INFORMATION REQUEST, WINDOW 26.01.22 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: JM
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR
CHANGES 2119
D FOR CERTIFICATION 04.02.22 date:
QBCC No. 1066058 REPRODUCED IN PART OR IN WHOLE
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE, 04.02.22
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. 1 : 100 2.1
Page 6
DP DP DP
ROOF BELOW
ROOF BELOW
x
DPS
t- e
REMOVE KITCHENETTE
ps
CABINETRY, FIXTURES AND
x
t- e
FITTINGS. PLUMBING OUTLET
ps
TO REMAIN AND USED FOR
NEW ENSUITE
RETREAT
SL
T&G
STEP
REMOVE SKY 65MM
ROOF BELOW
LIGHTS AND
COVER SL
x
SL
t- e
REMOVE TILES ps
BALC.
TILES
DPS ROOF BELOW
STEP
UP
45MM
STEP
REMOVE TIMBER 65MM
FLOORING
BED 1
T&G WIR ENS
x
t- e
T&G TILES
ps
x
t- e
ps
DP
DPS
REMOVE ENSUITE FIXTURES &
FITTINGS AND TERMINATE ALL
PLUMBING AND FLOOR WASTE
OUTLETS
REMOVE TILES
DEMOLITION ABBREVIATION LEGEND
ROOF BELOW
EXISTING BRICK VENEER WALL
DEMOLISED BRICK VENEER INFILL WALL
EXISTING 90 STUD WALL
DEMOLISHED 90 STUD WALL
DEMOLISHED WINDOW
EXISTING WINDOW
DEMOLISHED DOOR
EXISTING DOOR
DEMOLISHED FLOOR TILES
1 FIRST FLOOR - DEMOLITION
DEMOLISHED POST AND BASE 4.1 1 : 100
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: CONSTRUCTION DEMOLITION
THE IDEAS AND CONCEPTS CONTAINED For:
WITHIN THIS DOCUMENT AND THE REV DESCRIPTION DATE PLAN - F.F
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON B FOR QUOTING 09.12.21
PO Box 290 D FOR CERTIFICATION 04.02.22 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: Author
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR
2119
REPRODUCED IN PART OR IN WHOLE date:
QBCC No. 1066058 04.02.22
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE,
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. 1 : 100 2.2
Page 7
GU GU
RT
REMOVE ALL EXISTING REMOVE ALL EXISTING
GROUND FLOOR ROOF RS-T
20°
RT 22.5° GROUND FLOOR ROOF
SHEETING, FASCIAS, GUTTERS SHEETING, FASCIAS, GUTTERS
20°
AND ASSOCIATED ROOF AND ASSOCIATED ROOF
20°
STRUCTURE. RT STRUCTURE.
20°
RT
20°
20°
GU
GU
REMOVE ROOF TILES, FASCIA &
GUTTERS AND MAKE GOOD SL GU
RT
20°
FOR REPLACEMENT OF
CUSTOM ORB ROOF SHEETING 20°
20° REMOVE ALL EXISTING
SL GROUND FLOOR ROOF
20°
SHEETING, FASCIAS, GUTTERS
RT
REMOVE SKY LIGHTS AND ASSOCIATED ROOF
20°
RT
STRUCTURE.
GU RT
20°
UP GU
20°
10°
REMOVE ROOF TILES AND GU
RT
MAKE GOOD FOR
REPLACEMENT OF CUSTOM
ORB ROOF SHEETING 20° GU
OVERHANGS UNKNOWN
20° 20°
ALL ROOF PITCH/SLOPE INDICATIVE ONLY. C.O.S
PERGOLA OVER GU
DEMOLISH EXISTING PERGOLA
REMOVE ROOF TILES, FASCIA &
GUTTERS AND MAKE GOOD
FOR REPLACEMENT OF
h
nort CUSTOM ORB ROOF SHEETING
1 ROOF PLAN - DEMOLITION
4.1 1 : 100
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: CONSTRUCTION
0 1 2 3 4m
DEMOLITION
THE IDEAS AND CONCEPTS CONTAINED For: 1:100
WITHIN THIS DOCUMENT AND THE REV DESCRIPTION DATE PLAN - ROOF
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON B FOR QUOTING 09.12.21
PO Box 290 D FOR CERTIFICATION 04.02.22 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: Author
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR
2119
REPRODUCED IN PART OR IN WHOLE date:
QBCC No. 1066058 04.02.22
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE,
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. 1 : 100 2.3
Page 8
CONCRETE FOOTPATH TO
REMAIN UP TO NEW GARAGE
REMOVE PART CONCRETE
FOOTPATH
100
100
UP
100
REMOVE TILES
THROUGHOUT
REMOVE ALL EXTERNAL PAVING,
TILING AND CONCRETE WHERE
INDICATED
DP
DEMOLITION ABBREVIATION LEGEND
EXISTING BRICK VENEER WALL
DEMOLISED BRICK VENEER INFILL WALL
EXISTING 90 STUD WALL
DEMOLISHED 90 STUD WALL
DEMOLISHED WINDOW
EXISTING WINDOW
h
DEMOLISHED DOOR
nort
EXISTING DOOR
DEMOLISHED FLOOR TILES 1 GROUND FLOOR - SLAB PLAN DEMOLITION
4.1 1 : 100
DEMOLISHED POST AND BASE
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: CONSTRUCTION
0 1 2 3 4m
DEMOLITION -
THE IDEAS AND CONCEPTS CONTAINED For: 1:100
WITHIN THIS DOCUMENT AND THE REV DESCRIPTION DATE SLAB LAYOUT
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON B FOR QUOTING 09.12.21
PO Box 290 D FOR CERTIFICATION 04.02.22 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: Author
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR
2119
REPRODUCED IN PART OR IN WHOLE date:
QBCC No. 1066058 04.02.22
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE,
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. 1 : 100 2.4
Page 9
5278 90 1747 2725 90 2378 90 7020 90 6753
90 1515 90 2982 90 2393 90 5230 52070 6420 90
70 1095 90 5557 5763 1867 90
7220 6753
DPX2
-
4.2
-
1800 - - PLANTING
--- ---
D1.5
HWS BINS
--- --- EXISTING PATH
DP
INFILL
DPX2 2 B CONCRETE
x
t- e
W1.8
ps
DP
B LDRY DPX2
90
LINE OF ROOF OVER
TILES W1.10 MB W1.9
FR CT SK W1.11
F.F.L
LINE OF BEAM OVER
BBQ
WC
W1.12
635
SWR -
2450
70 400
B LT
LINE OF BUILDING OVER
---
D1.1
D1.14
GARAGE CBD
INFILL
SK
GARAGE
820
D1.10
DRIVEWAY
ROBE
WM ENS 4 FW
BED 4 F.F.L
125
F.F.L
INFILL ROBE
KITCHEN PTRY TILES CONCRETE
2030
CBD
INFILL
W1.6 2500
800
DRY
2500
1810
VB VB
400 70
CBD
6000
W1.13
CBD-2 CBD-1
t
ps
LINE OF BEAM OVER
F.F.L D1.11 D1.9 SD
-
ARCHED OPENING
x
2600
100MM
STEP
t- e
A SD --- BULKHEAD
ps
W1.14 - D1.6
-
5.1 --- VOID
STEP
---
PERGOLA
B 100MM
2850
D1.12 D1.8
100MM
STEP
D1.2
ENTRY
D1.13
50MM
MUSIC STORAGE AREA
CBD
STEP
STUDY/MPR
DINING
BALC. STORE F.F.L 1 4.1
SHELVING
UNDER
TILED 2500
CBD
4.2 1 POOL ROOM
W1.5
TILES
t
ps
4242
FW
- -
SWR
STEP WC
SAFE
100MM --- SWR
--- TIMBER
PWDR
W1.1
-
D1.7
STAIR-1 5763
--- TILES
LINE OF BEAM OVER
UP FW
INFILL
1300 CBD SD
TILES
SD W1.2
DPX2 DPX2
LINE OF ROOF OVER
D1.4 D1.3
1700
LINE OF BUILDING OVER
FIREPLACE
TILES INFILL
TIMBER
x
co
co
t- e
co
l- 1
l- 1
ps
l- 1
DP TILES
DP DP DP
W1.3
GRASS
PERGOLA
LIVING
PERGOLA
W1.4
PL
AN POOL
PLANTING
TI FIRE PIT
NG
PAVING 10M x 3.5M
STEP
STEP
STONE
co
ps
l- 1
t
DP DP
th
nor
NEW PATH
1500
CONCRETE
EXISTING CONCRETE
230 1294 1835 230
200
4541 70 1087
2
1 GROUND FLOOR - PROPOSED Pool fencing to
4.1
4.1 1 : 100 comply with QDC 0 1 2 3 4m
1:100
MP3.4 and AS1926
ISSUE:PRELIMINARY DESIGN - NOT FOR sheet title:
© COPYRIGHT 2021 - M DESIGN ALTERTIONS & ADDITIONS: CONSTRUCTION PROPOSED
THE IDEAS AND CONCEPTS CONTAINED For:
WITHIN THIS DOCUMENT AND THE REV DESCRIPTION DATE PLAN - G.F
M Design
DOCUMENT ITSELF REMAIN THE KIRSTY WILSON A CLIENT REVIEW 04.11.2021
PO Box 290 B FOR QUOTING 09.12.21 job no: drawn by:
INTELLECTUAL PROPERTY OF M DESIGN Project Address: JM
Peregian Beach QLD 4573
AND MAY NOT BE COPIED OR D FOR CERTIFICATION 04.02.22 2119
REPRODUCED IN PART OR IN WHOLE date:
QBCC No. 1066058 04.02.22
WITHOUT EXPRESSED WRITTEN 24 THE PENINSULA, NOOSAVILLE,
Contact: Michael Broeren
t. 07 5471 2721 PERMISSION FROM MICHAEL BROEREN QLD, 4567 scale (A3): drawing no:
t. 0422 969 645 OF M DESIGN. 1 : 100 2.5
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