Original source · versioned page text
D24CAL Working Drawings - Issue B
Attached to the e-mail Request for GIA - MCU220063 - General In Accordance - Amendment Request with correct plans - 25 Lawnville Rd COOROY.msg.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
GENERAL NOTES
DIMENSIONS: CONCRETE: ELECTRICAL SERVICES:
- DO NOT SCALE DRAWINGS ALL CONCRETE FLOORS AND PAVING SLABS SHALL BE REINFORCED CONCRETE IN ELECTRICAL SERVICES TO BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING:
- SET OUT DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS. ACCORDANCE WITH STRUCTURAL ENGINEER'S DRAWINGS. ELECTRICAL INSTALLATION: TO AS/NZS 3008.1.1 AND SAA HB 301.
-ALL SET OUT DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE CHECKED BY THE WAFFLE POD SLAB SYSTEM TO PROPOSED DWELLING TO ENGINEERS DESIGN AND TELECOMMUNICATIONS CABLING: TO AS/ACIF S008, AS/ACIF S009, AS/NZS 3080, SAA HB 29
CONTRACTOR BEFORE CONSTRUCTION SPECIFICATIONS. AND SAA HB 252.
- ALL DIMENSIONS SHOWN ON FLOOR PLANS DO NOT INCLUDE INTERNAL WALL CONCRETE PATHS TO FALL AWAY FROM FOOTINGS AT 1:20 MAXIMUM. DOMESTIC ELECTRICITY METER ENCLOSURES: TO AS 6002.
SHEETING OR EXTERNAL WALL CLADDING UNLESS NOTED OTHERWISE. SAND BED UNDER PATHS AS REQUIRED.
MECHANICAL VENTILATION:
- ALL DIMENSIONS ARE FOR CONSTRUCTION USE AND ARE FROM FRAME TO FRAME. 10mm FOAM EXPANSION JOINT TO ALL AREAS WHERE EXTERNAL CONCRETE MEETS ALL BATHROOMS, LAUNDRIES, AND WC'S NOT NATURALLY VENTILATED ARE TO BE
- ALL DIMENSIONS TO BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION. MAIN HOUSE SLAB.
MECHANICALLY VENTILATED IN ACCORDANCE WITH AS1668.2 AND AS/NZS 3666.1.
- LOCATION & SIZE OF ALL STRUCTURAL COLUMNS & LOAD BEARING WALLS TO BE
EXHAUST FROM BATHROOMS, KITCHENS, SANITARY COMPARTMENTS AND
CONFIRMED ON SITE PRIOR TO CONSTRUCTION BY CONTRACTOR. LAUNDRYS MUST BE MECHANICALLY DISCHARGED DIRECTLY TO ATMOSPHERE IN
- FLOOR LEVEL DIFFERENCES TO BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION TERMITE PROTECTION:
TERMITE PROTECTION TO BE IN ACCORDANCE WITH AS3660.1 PT.1 AND SECTION B OF THE ACCORDANCE WITH NCC PART 3.8
NCC. AIR CONDITIONING SYSTEMS:
NCC REQUIREMENTS
FLASHINGS: AIR CONDITIONING SYSTEMS TO BE PROVIDED IN ACCORDANCE WITH AS/NZS 1668.1,
ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT
FLASHINGS SHALL GENERALLY BE CORROSION RESISTANT, COMPATIBLE WITH THE OTHER AS 1668.2 AND AS REQUIRED BY THE NCC.
AUSTRALIAN STANDARDS, NCC CODES OF PRACTICE, EXCEPT AS VARIED BY THE
CONTRACT DOCUMENTS AND OF THE BY-LAWS OF THE RELEVANT LOCAL AUTHORITY MATERIALS IN THE INSTALLATION, AND COATED WITH A NON-STAINING COMPOUND WHERE SOLAR PV SYSTEM:
NECESSARY IN ACCORDANCE WITH AS/NZS 2904. SOLAR PV SYSTEM TO BE LOCATED ONSITE BY SUPPLIER/INSTALLER (DRAWN LOCATION IS
SURVEY NOTE:
THERMAL INSULATION APPROX ONLY).
PROPERTY BOUNDARIES, LOCATION OF EXISTING BUILDINGS, SPOT LEVELS, LOCATION
OF SEWER MAIN & SEWER MANHOLE ARE BASED OFF FEATURE SURVEY COMPLETED BY SUPPLY & INSTALL THERMAL INSULATION IN ACCORDANCE WITH THE NCC, PART 3.12.1. LIGHTING:
EXTERNAL CONSULTANTS. CONTRACTOR SHALL CONFIRM SERVICES LOCATIONS ON LIGHTING SHALL BE PROVIDED ACCORDANCE WITH THE NCC PART J6 & AS1680
PLUMBING, DRAINAGE & GAS:
SITE PRIOR COMMENCING ANY EXCAVATIONS. DESIGN, SUPPLY, & INSTALL ALL PLUMBING & DRAINAGE IN ACCORDANCE WITH AS3500, SWITCHING & POWERPOINTS:
TEMPORARY EROSION CONTROL: AS3595 PART 6.8 AND THE NCC, PART 3.1.2. (i) ALL LIGHT SWITCHES LOCATED @1100 ABOVE FL. (TO CENTER) UNLESS OTHERWISE
CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES, SILT AND LOCAL AUTHORITY REQUIREMENTS. NOTED & WITH LHA REQUIREMENTS.
BARRIERS, AND THE LIKE DURING CONSTRUCTION IN ACCORDANCE WITH LOCAL GAS INSTALLATIONS TO BE IN ACCORDANCE WITH AS 5601. (ii) ALL POWER OUTLETS LOCATED 300mm ABOVE FL. (TO CENTER) UNLESS OTHERWISE
AUTHORITY REQUIREMENTS AND AS APPROPRIATE TO CONTROL EROSION ON THE SITE. NOTED & WITH NCC & LHA REQUIREMENTS.
VENT & WASTE PIPES:
(iv) A/C SWITCH, EXTERNAL GPO AND GPO FOR HOT WATER SYSTEM TO BE
STRUCTURAL ENGINEERING (FOUNDATIONS): CONCEAL ALL VENT PIPES AND WASTE PIPES WITHIN WALL FRAMING UNLESS OTHERWISE
SET AT 600mm FROM FFL.
WORKING DRAWINGS AND DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH THE NOTED.
(v) EXTERNAL LIGHTS AT WINDOW AND DOOR JOINERY HEIGHT UNLESS NOTED OTHERWISE.
ENGINEERS DRAWINGS AND SPECIFICATIONS. REFER TO ENGINEERING DRAWINGS FOR
SLIGHT VARIATIONS TO HEIGHT MAY BE REQUIRED ON-SITE.
ALL FOOTINGS, SLABS, AND MASONRY DESIGN & DETAILS. SLAB TO HAVE UNDERLAY
FALLS IN FLOORS
WITH 200mm POLYTHENE WATERPROOF MEMBRANE AND PROTRUDE PAST 600mm FOR
FALL WET AREA FLOORS TO FLOOR WASTES. FLOOR WASTE POSITIONS ARE INDICATIVE SMOKE ALARMS:
FUTURE FOLD UP SLAB EDGE. CAST ON 50mm SAND BEDDING ON APPROVED FILL.
ONLY. FINAL POSITIONS TO BE DETERMINED BY LOCAL AUTHORITY PLUMBING SUPPLY & INSTALL PHOTOELECTRIC SMOKE ALARMS IN ACCORDANCE AS 3786 2014, AS
CONCRETE STRENGTH TO BE 20MPa AT 28 DAYS.
REGULATIONS. FALLS TO FLOORS INSIDE SHOWER AREAS TO BE BETWEEN 1:60 & 1:80. 1670 2018, WITH PART E2 OF THE NCC 2019 & QLD QFE
STORMWATER: PROVIDE A WATERSTOP TO DOORWAYS. FALL ALL EXTERNAL SURFACES AWAY FROM THE
TILING:
STORMWATER SYSTEM TO COMPLY WITH AS3500, PART 3. BUILDING AND/OR TO DRAINAGE OUTLETS UNLESS OTHERWISE NOTED.
TILES TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION &
STORMWATER TO BE DISCHARGED SO AS NOT TO CAUSE ERROSION OR NUISANCE TO PROVIDE SLAB SET-DOWNS, STRUCTURAL FALLS, & BEDDINGS AS REQUIRED.
SHALL BE INSTALLED BY AN APPROVED APPLICATOR. LAYOUT GENERALLY IN ACCORDANCE
ADJOINING PROPERTIES.
WATERPROOFING - WET AREAS WITH DRAWINGS UNLESS OTHERWISE NOTED.
ROOFWATER TO DISCHARGE TO COUNCIL APPROVED SYSTEM.
YARD PIT NUMBERS & LOCATION TO BE DETERMINED ONSITE . DRAWING LOCATIONS WATERPROOFING OF INTERNAL WET AREAS SHALL COMPLY WITH AS3740 AND THE NCC, SLIP RESISTANCE:
INDICATIVE ONLY. PART 3.8.1. PROVIDE A PROPRIETARY LIQUID OR SHEET MEMBRANE SYSTEM AND FALL TO ALL INTERIOR & EXTERIOR FLOOR FINISHES TO COMPLY WITH AS 4586 FOR SLIP
WASTES. PROVIDE WRITTEN WARRANTIES COMMENCING FROM THE DATE OF PRACTICAL RESISTANCE INCLUDING STAIRS.
LIGHT STEEL FRAME & STRUCTURAL STEEL (WHERE APPLICABLE): COMPLETION.
THE BUILDING FRAMES AND STRUCTURAL STEEL MEMBERS ARE TO BE DESIGNED, STAIRS, HANDRAILS & BALUSTRADES
SUPPLIED, & INSTALLED BY A SUITABLY QUALIFIED FRAMING CONTRACTOR INCLUDING WATERPROOFING - WALL OPENINGS STAIRS, HANDRAILS AND BALUSTRADES TO BE CONSTRUCTED IN ACCORDANCE WITH THE
BUT NOT LIMITED TO ALL ROOF, WALL, FLOOR, CEILING, POSTS, BEAMS, AND BRACING INSTALL ALL NECESSARY FLASHINGS, MEMBRANES, DRIPS, STORM MOULDS, CAULKING ETC NCC, PARTS 3.9.1 & 3.9.2, INCLUDING AS1170.1 AND AS1288. BALUSTRADES TO HAVE A
MEMBERS. DESIGN IN ACCORDANCE WITH AS3623, DOMESTIC METAL FRAMING SO THAT WATER IS PREVENTED FROM PENETRATING THE BUILDING BETWEEN FRAMES AND MINIMUM HEIGHT OF 1000mm ABOVE FINISHED SURFACE LEVEL UNLESS NOTED
CLASSIFICATION AND THE NCC. THE BUILDING STRUCTURE. PROVIDE WRITTEN WARRANTIES COMMENCING FROM THE DATE OTHERWISE. STAIR BALUSTRADE TO HAVE A MINIMUM HEIGHT OF 865mm ABOVE STAIR
DESIGN AND ENGINEERING TO BE PROVIDED TO CERTIFIER PRIOR TO FRAME INSTALL. OF PRACTICAL COMPLETION. NOSING UNLESS NOTED OTHERWISE. TREADS TO BE 250mm UNLESS OTHERWISE NOTED.
STEEL MEMBERS SHALL MEET THE REQUIREMENTS OF AS 4100 STEEL STRUCTURES, WINDOW FRAMES & GLAZING RISERS TO BE NO MORE THAN 190mm. ENSURE MAX 125mm GAP BETWEEN TREADS
AS/NZS 4600 COLD-FORMED STEEL STRUCTURES. PROVIDE STRUCTURAL WINDOW FRAMES AND GLAZING SHALL BE CONSTRUCTED IN ACCORDANCE (PROVIDE NOSING UNDER TREAD AS REQUIRED)
CERTIFICATION AND WARRANTIES AS REQUIRED BY THE CERTIFIER AND PROPRIETOR WITH AS2047 & AS1288 INTERNAL DOORS:
RESPECTIVELY. WINDOW SIZES SHOWN ARE NOMINAL ONLY ALL HINGE DOORS TO BATHROOMS & ROOMS WITH WC TO HAVE LIFT OFF HINGES
TIMBER (WHERE APPLICABLE): WHERE REQUIRED.
INTERIOR LININGS & PLASTERBOARD
TIMBER CONSTRUCTION TO BE IN ACCORDANCE WITH AS 1684 AND THE NCC.
ALL INTERIOR LININGS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
PARTICLEBOARD FLOORING MATERIAL TO AS/NZS 1860.1.
SPECIFICATIONS, INCLUDING ALL FASTENERS, EXPANSION JOINTS, TRIMS, AND THE LIKE.
FIBRE CEMENT FLOORING COMPRESSED SHEETS TO AS/NZS 2908.2 TYPE A, CAT 5.
PLASTERBOARD SHALL BE INSTALLED IN ACCORDANCE WITH AS 2589 GENERALLY, WET
PLYWOOD FLOORING STANDARD TO AS/NZS 2269.0, BOND TYPE A, TONGUE AND GROOVE
AREA'S TO AS 3740. LININGS TO EXTERNAL BLOCK WALLS SHALL BE INSTALLED ON A
EXTERIOR ROOFING & CLADDING SYSTEMS PROPRIETARY STEEL FURRING CHANNEL SYSTEM - REFER TO DRAWINGS FOR WALL
ALL EXTERIOR ROOFING & CLADDING SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE DETAILS AND SCHEDULES FOR FINISHES.
WITH THE MANUFACTURER'S SPECIFICATIONS, INCLUDING ALL FASTENERS, EXPANSION
PAINTING
JOINTS, GASKETS, TRIMS, AND THE LIKE. ROOF TO BE BRACED WITH SPEEDBRACE OR
COMPLY WITH THE RECOMMENDATIONS OF AS/NZS 2311.
ANGLE BRACE IN ACCORDANCE WITH TRUSS MANUFACTURERS SPECIFICATIONS.
SHEET METAL ROOFING: TO AS 1562.1. CORROSION PROTECTION TO NCC TABLE 3.5.1.1.A
FIBRE CEMENT CLADDING: TO AS/NZS 2908.2 TYPE A
HORNSBY - MODIFIED
ISSUE PROJECT DESCRIPTION: SITE ADDRESS:
# DATE DETAILS BY Proposed Dwelling for: GENERAL NOTES 25 LAWNVILLE ROAD, DESIGNED BY AUSMAR
-
A
09-05-24
13-05-24
NHP ISSUE JS
2452 PLD & KIT SINK JS
AUS MAR COOROY QLD 4563 DRAWN BY DPC
- 24-06-24 WD ISSUE JS SCALE JOB CODE
A 10-07-24 WD ISSUE DPC
CLIENT: po box 6384 p (07) 5442 6413
B 15-07-24 W6 POSITION JS
CALLAN LEEMAN maroochydore f (07) 5450 6437 D24CAL
qld 4558 QBCC 1083000
& AMY LEEMAN
WRITTEN DIMENSIONS TO TAKE
PRECEDENCE OVER SCALE
SHEET 02 OF 23
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.