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221363 - 2 Kestrel Cres Peregian Beach - Construction of Dwelling, Swimming Pool & Fence - Stamped - Archs
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ISSUE DATE DESCRIPTION
A 20/09/23 ISSUE FOR BUILDING APPROVAL
PROJECT NOTES ABBREVIATIONS SYMBOL LEGEND
COPYRIGHT: DRAWINGS REMAIN THE COPYRIGHT OF HONG HENWOOD DESIGN ELECTRICAL ALL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL OTHER ADJ. ADJUSTABLE 1 CALLOUT TAG DENOTES SHEET NUMBER,
ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE BUILDING SMOKE ALARMS COMPLYING WITH AS 3786 TO BE INSTALLED AND CONNECTED TO CONSULTANTS DRAWINGS, SPECIFICATIONS, NOTES AND AFFL ABOVE FINISHED FLOOR LEVEL A0000 DENOTES DETAIL NUMBER
CODE OF AUSTRALIA, AUSTRALIAN STANDARD, LOCAL COUNCIL CONSUMER MAINS POWER IN ACCORDANCE WITH NCC PART 3.7.2 CORRESPONDENCE ISSUED DURING THE COURSE OF THE CONTRACT. AHD AUSTRALIAN HEIGHT DATUM
REQUIREMENTS, QDC GUIDELINES AND ALL OTHER RELEVANT BY LAWS AND AL ALUMINIUM D DOOR TAG REFER TO DOOR SCHEDULE A5000
AUTHORITIES. PROVIDE LIGHTING IN ACCORDANCE WITH NCC VOL 2 PART 3.8.4.2 & 3 THE INFORMATION CONTAINED ON THESE DRAWINGS ARE FOR AP ACCESS PANEL 101
PROVIDE VENTILATION IN ACCORDANCE WIH NCC VOL 2 PART 3.8.5 ARCHITECTURAL PURPOSES ONLY, ALL DISCREPANCIES OR OMISSIONS ARE AS AUSTRALIAN STANDARD CEILING TAG (XXxx) DENOTES FINISH REFER TO
MINIMUM DESIGN STANDARDS MECHANICAL VENTILATION IN ACCORDANCE WITH NCC VOL 2 AND AS 1668.2 TO BE NOTIFIED TO THE ARCHITECT AV AUDIO VISUAL SCHEDULE, (CH:XXXX) DENOTES HEIGHT ABOVE
CONSTRUCTION OF THIS BUILDING TO BE IN ACCORDANCE WITH THE BAL BALUSTRADE TYPE FFL
FOLLOWING GOVERNING BODIES STRUCTURAL MATERIALS, FINISHES AND FIXTURES CODES BCA BUILDING CODE OF AUSTRALIA
- NATIONAL CONSTRUCTION CODE (NCC) ALL WORK TO COMPLY WITH STRUCTURAL SOUNDNESS DESIGN CRITERIA. REFER TO TO BE READ IN CONJUCTION WITH FIXTURES AND FINISHES SCHEDULES. BS BASIN WX WINDOW TAG
- QUEENSLAND DEVELOPMENT CODE STRUCTURAL ENGINEERS DOCUMENTATION. ALL SLABS, ROOF STRUCTURE AND FINISHES AND FIXTURES TO INTERIOR DESIGNERS DETAILS CA CARPET
- STANDARD BUILDING REGULATION 2006 FRAMING TO STRUCTURAL ENGINEERS SPECIFICATION. CH CEILING HEIGHT W1 WALL TAG REFER TO WALL TYPE SCHEDULE
- LOCAL COVERNMENT PLANNING POLICIES ALL STRUCTURAL STEEL TO STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED CHS CIRCULAR HOLLOW SECTION A5200
ALL STRUCTURAL STEEL TO BE PROTECTED FROM CORROSION WITH APPLIED CJ CONTROL JOINT
IN PARTICULAR, REFER AUSTRALIAN STANDARDS: FINISHES TO DESIGNERS DETAILS. CL CENTRELINE SPOT LEVEL (RL)
FIRE RATING OF STRUCTURAL STEEL IS REQUIRED IN ACCORDANCE WITH BCA AND SITE MEASURE: ALL JOINERY TO BE SITE MEASURED ONCE LININGS ARE
COL COLUMN TO STRUCTURAL ENG
1. site preparation A.S. 3798 FIRE ENGINEERING REPORTS. ALL DIMENSIONS ARE TO BE CONFIRMED ONSITE PRIOR IN PLACE. CONFIRM ANY DISCREPENCIES PRIOR TO FABRICATION.
CON CONCRETE STEP IN SLAB
2. concrete construction A.S. 2870 TO CONSTRUCTION / FABRICATION. UNLESS OTHERWISE NOTED, ALL EXPOSED COS CHECK ON SITE
3. timber construction and details A.S. 1684.2 STRUCTURAL STEEL, ANCHOR BOLTS AND OTHER ATTACHMENTS SHALL BE HOT DIP DOCUMENTATION: The contractor shall carry out works in accordance with the
DDA DISABILITY DISCRIMINATION ACT
4. steelwork AS 4100, AS 1111 and A.S. 1112 GALVANISED. CHECK ALL DIMENSIONS ON SITE PRIOR TO FABRICATION OF STEEL signed drawings and schedules and anything reasonable inferred, and with the
DIA DIAMETER
5. termite protection BCA and A.S. 3660.1 WORK Conditions of Contract, and in accordance with the directions and to the
DGPO DOUBLE GPO
6. artificial lighting & ventilation BCA parts 3.8.4/3.8.5 and A.S. 1680 satisfaction of the Architect, whose interpretation of the contract documents shall
DH DOOR HARDWARE
7. fire safety BCA part 3.7 CONSULTANTS: Drawings shall be read in conjunction with engineers drawings and be final. The drawings and specifications/schedules shall be considered
DP DOWNPIPE
8. smoke alarms BCA part 3.7.2 and A.S. 3786 computations. All structure to Engineers design. Hydraulic sizing and design to hydraulic complementary, and any work and/or materials absent from one but present or
DPC DAMP PROOF COURSE
9. glazing BCA part 3.6 and A.S. 1288 and A.S. 2047 engineers requirements if applicable. All drawings to be co-ordinated with consultant implied in the other shall be furnished as if they were present in both.
DW DISHWASHER
documentation prior to construction. DWG DRAWING
ALL WORKS MUST COMPLY WITH THE NCC, LOCAL AUTHORITY AND ALL FINAL CERTIFICATE: AT COMPLETION OFWORK, BUILDER TO OBTAIN AND
EA EQUAL ANGLE
RELEVANT GEOGRAPHIC/WIND CATEGORY REQUIREMENTS. ALL CUT AND FILL SUPPLY A CERTIFICATE OF CLASSIFICATION FROM A BUILDING CERTIFIER.
EDB ELECTRICAL DISTRIBUTION BOARD
BATTERS ARE INDIVATIVE ONLY AND MUST BE ESTABLISHED AND VERIFIED BY WATER LINES: ALL HOT WATER LINES SHALL BE FULLY INSULATED. ALL DOMESTIC HOT EJ EXPANSION JOINT
BUILDER/CLIENT IN RELATION TO PROPOSED SLAB AND/OR FLOOR LEVELS. WATER TO BASINS, SHOWERS AND BATHS TO HAVE A MAXIMUM TEMPERATURE OF 50 EQ EQUAL
THESE DRAWINGS ARE TO BE READ IN CONJUCTION WITH OTHER RELEVANT DEGREES C. ALLOW TO SUPPLY AND INSTALL TEMPERING VALVES WHERE REQUIRED EX EXISTING
CONSULTANT DRAWINGS AND REPORTS AS NOMINATED IN THE BCA AND RELEVANT STANDARDS. EX. COL EXISTING STRUCTURAL COLUMN
FCL FINISHED CEILING LEVEL
APPROVAL: NO BUILDING WORK SHALL BE UNDERTAKEN PRIOR TO BUILDING STAIR AND BALUSTRADES: ALL STAIRS AND BALUSTRADES SHALL COMPLY WITH PART FE FIRE EXTINGUISHERS / BLANKETS
APPROVAL BY A REGISTERED CERTIFIER 3.9 OF THE BCA. FFL FINISHED FLOOR LEVEL
F FIXED GLASS
If the contractor finds any inconsistency, error or omission in the documents, or between TILES: Expansion joints, walls: 5mm. Floors: 8mm. Fill both with silicone rubber. Grout for wall: FH FIRE HYDRANT
documents, the architect must be notified. The contractor is to read all drawings to Epoxy based mildew resistant. Grout for floors: prepared grout to be acid resistant. All wall tiles FHR FIRE HOSE REEL
coordinate fixtures, fittings and dimensions. to have FC substrate. FIP FIRE INDICATOR PANEL
All dimensions and levels are to be checked on site before fabrication. FP FIREPLACE
All dimensions are to the face of structure of walls unless noted otherwise INTERNAL PAINTING: Unless noted otherwise paint system to be Dulux approved 3 coat FRL FIRE RESISTANCE LEVEL
Apply proprietary materials and components to the manufacturer's specification system - low sheen finish. Colours to be confirmed by client and applied as per Dulux's FW FLOOR WASTE
Do not scale drawings. Scale correct at A1 recommendations and guidelines. FX FIXTURE
Dimensions are in millimeters unless otherwise noted GAL GALVANISED
ENERGY EFFICIENCY: all works to be in accordance with BCA Environmental Guidelines and GR GROUND FLOOR
SITE PLAN NOTES approved energy efficiency report and ESD consultant certificates if applicable. GL GLASS
SURFACE WATER DRAINAGE MUST BE PREVENTED FROM ENTERING THE GPO GENERAL PURPOSE OUTLET
BUILDING WITH FGL SLOPING AWAY FROM THE BUILDING AND FINISHED SLAB SMOKE ALARMS: Interconnected Photoelectric smoke alarms to be in accordance with part GS GAS OUTLET
LEVELS. 3.7.2 of the BCA and AS 3786 to be hard wired to consumer supply with battery backup. HP HYDRAULIC PENETRATION
Positioning to comply with regulations to electrical spec. HW HOT WATER
SETOUT HYD HYDRAULIC
FIGURED DIMENSIONS ARE ONLY TO BE TAKEN FROM THIS DRAWING. ALL MAX MAXIMUM
DIMENSIONS, BEARINGS, EXISTING SERVICES, MANDATORY COUNCIL GLAZING CONSTRUCTION MECH MECHANICAL
RESTAINTS/ REQUIREMENTS AND PROPOSED LEVELS ARE TO BE CHECKED POWDERCOATED ALUMINIUM FRAME WINDOWS IN ACCORDANCE WITH AS4055 'WIND m METRES
AND VERIFIED ON SITE BY BUILDER PRIOR TO COMMENCEMENT OF WORKS. LOADS FOR RESIDENTIAL' AND AS 1288 'GLASS IN BUILDINGS SELECTION AND m2 SQUARE METRES
ALL DISCREPENCIES MUST BE COMMUNICATED TO THE DESIGNER PRIOR TO INSTALLATION m3 CUBIC METRES
COMMENCEMENT OF WORKS. CONTRACTOR TO CONFIRM EXACT SITING AND MDF MEDIUM DENSITY FIBREBOARD
ORIENTATION PRIOR TO CONSTRUCTION SETOUT. ALL BUILDING SETOUT, ALL WINDOWS TO BE VERIFIED AGAINST FLOOR PLANS AND ELEVATIONS BY mm MILLIMETRES
CONFIRMATION OF SETBACKS AND HEIGHT TO BE CARRIED OUT BY A CONTRACTOR. DISCREPENCIES TO BE REPORTED TO DESIGNER PRIOR TO MIN MINIMUM
LICENSED SURVEYOR. ANY DISCREPENCIES TO BE RAISED WITH ARCHITECT COMMENCEMENT. MS MILD STEEL
MSB MAIN SWITCH BOARD
ALL SLAB LEVELS TO BE VERIFIED PRIOR TO COMMENCEMENT. WATERPROOFING: ALL WET AREAS AND WALLS TO BE WATERPROOFED IN NCC NATIONAL CONSTRUCTION CODE
DISCREPENCIES ARE TO BE REPORTED TO THE DESIGNER. NOMINATED ACCORDANCE WITH THE BCA 3.8 & AS 3740. BUILDER TO PROVIDE CERTIFICATE OF OSD ONSITE STORMWATER DETENTION TANK
HARDSCAPING/LANDSCAPING ITEMS SUCH AS INSTALLATION AND COMPLIANCE PB PLASTERBOARD
DRIVEWAYS/PATHS/GARDENS/RETAINING ETC ARE DESIGN SUGGESTIONS PF PAINT FINISH
ONLY. ALL DAMP PROOFING TO COMPLY WITH BCA CLAUSE F1.9, F1.10 AND AS/NZS 2904 AND PFC PARALLEL FLANGE CHANNEL
AS2870 PIR POLYISOCYANURATE PANEL
ENGINEERING NOTES: R RADIUS
REFER TO ENGINEERS DETAILS FOR: FOOTINGS, SLAB, TIEDOWN, BRACING, CLIMATE CODE REQUIREMENTS RL RELATIVE LEVEL AHD
FRAMING SCHEDULE, FLOOR CONSTRUCTION, ROOF FRAMING AND TRUSS ENERGY EFFICIENCY ASSESSOR TO CONFIRM ADEQUACY OF PROPOSED RWH RAINWATER HEAD
DETAILS, WIND CATERGORY, POOL AND RETAINING WALLS. UNLESS CONSTRUCTION. PROVIDE INSULATION TO NCC CODE REQUIRMENTS AND ENERGY RWO RAINWATER OUTLET
OTHERWISE NOTED, ALL EXPOSED STRUCTURAL STEEL, ANCHOR BOLTS AND EFFICIENCEY REPORT SE STRUCTURAL ENGINEERING ITEM
OTHER ATTACHMENTS SHALL BE HOT DIP GALVANISED. CHECK ALL SHS SQUARE HOLLOW SECTION
DIMENSIONS ON SITE PRIOR TO FABRICATION OF STEEL WORK EROSION CONTROLS: ALL BUILDING WORKS TO COMPLY WITH LOCAL AUTHORIRIES SP SPEC
EROSION AND SEDIMENT CONTROL STANDARDS SSL STRUCTURAL SLAB LEVEL
SLAB AND FOOTINGS ST STONE
ALL SLAB AND FOOTINGS TO STRUCTURAL ENGINEERS DETAILS. A STORMWATER NOTE TL TILE
POLYETHYLENE MOISTURE BARRIER SHALL BE LAPPED 200mm AND FULLY ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH NOOSA COUNCIL TM TIMBER
TAPED UNDER ANY HABITABLE CONCRETE SLAB AND SHALL EXTEND 100mm GUIDELINES TO MINIMISE ERIOSION AND SCOURING. STORMWATER FLOR OTHER THAN TP TAPWARE
ONTO THE PERIMETER FOOTING NATURAL OVERLAND FLOW SHALL NOT BE DISCHARGED ONTO NEIGHBOURING TYP TYPICAL
PROPERTY UA UNIVERSAL ANGLE
WALL CONSTRUCTION UB UNIVERSAL BEAM
WALL FRAMING TO BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING ALL STORMWATER DRAINS TO BE 100mmØ UVPC SEALED SYSTEM IN ACCORDANCE UC UNIVERSAL COLUMN
SPECIFICATION AND NOT DIFFER FROM CERTIFICATION COVERED BY THE WITH A.S. 3500.3 TO DISPERSE 170m2 MAX ROOF AREA. ALL STORMWATER DRAINAGE UPS UNINTERRUPTED POWER SUPPLY
FORM 15. CLADDING SYSTEMS TO BE FIXED IN ACCORDANCE WITH DESIGN IS PRELIMINARY AND TO BE CONFIRMED BY A LICENCED HYDRAULICS U/S UNDERSIDE
MANUFACTURERS SPECIFICATION DESIGNER WC TOILET
WPM WATER PROOF MEMBRANE
WET AREAS SEWER LINE LOCATION TO BE IDENTIFIED AND CONFIRMED BEFORE WORKS BEGIN WT WALL TYPE
FLOORS IN 'WET AREAS' TO BE IMPERVIOUS IN ACCORDANCE WITH
AUSTRALIAN STANDARDS. FINISH AND FALL GRADIENTS TO FLOOR WASTES. TERMITE PROTECTION: TERMITE PROTECTION BY MEANS OF A TERMIMESH S.S. MESH
PHYSICAL BARRIER IN ACCORDANCE WITH A.S.3660 1/2000 AND BCA AND INSTALLED IN MATERIALS, FINISHES AND FIXTURES CODES
SEAL WET AREAS IN ACCORDANCE WITH NCC VOL 2 PART 3.8.1 SLOPE FLOOR STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. TO BE READ IN CONJUCTION WITH FIXTURES AND
SURFACE TOWARDS FW (FLOOR WASTES) FINISHES SCHEDULES. FINISHES AND FIXTURES TO
INTERIOR DESIGNERS DETAILS
TOILETS: MINIMUM 3 STAR WELS RATED FOR KITCHEN SINKS, BASINS AND POOL FENCE
LAUNDRY TROUGHS POOL FENCING AND GATES IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS
AND A.S. 1926.1 LOCATION TO BE CONFIRMED ON SITE WITH BUILDER/CLIENT
SHOWERHEADS: MINIMUM 3-STAR WELS RATED SHOWER HEADS
LICENSED TRADESPERSONS: ALL SERVICES TO BE INSTALLED BY LICENSED CLIENT:
TRADESPERSONS IN ACCORDANCE WITH LOCAL AUTHORITY AND WITH CURRENT
MANUFACTURERS SPECIFICATIONS.
ANDREW + ANDREA MACLAREN
PROJECT:
CNR KESTREL CRES & LORILET ST
ARCHITECT:
M. 0475 030 630
W. honghenwood.com
E. [email protected]
ABN No. 12822847278
DRAWING TITLE:
PROJECT NOTES
NOTES: NORTH:
1. Use only figured dimensions, do not scale drawings.
2. All discrepancies and omissions to be referred to Hong Henwood
Design prior to construction.
3. Check all dimensions, Building Code of Australia, relevant codes
and council approvals.
4. This drawing is not for construction.
Copyright remains the property of Hong Henwood. Reproduction of the
whole or part of this document constitutes an infringement of copyright.
5. Nominated Architect: Karen Leech QLD 5795
20/09/2023 4:36:24 PM
SCALE: DATE:
1 : 50 @ A1 11/08/23
DRAWN BY: CHECKED BY: PROJECT NO: DRAWING NO: ISSUE:
KL HH 2216
CAD FILE: A0002 A
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