Original source · versioned page text
221363 - 2 Kestrel Cres Peregian Beach - Construction of Dwelling, Swimming Pool & Fence - Stamped - Archs
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
ISSUE DATE DESCRIPTION
A 05/12/22 ISSUE FOR CONCEPT
B 20/12/22 ISSUE FOR CLIENT SIGN OFF - CONCEPT
C 12/01/23 ISSUE FOR INFORMATION
D 06/02/23 ISSUE FOR CLIENT SIGN OFF - PLANNING
E 14/02/23 ISSUE FOR DEVELOPMENT APPLICATION
F 21/02/23 ISSUE FOR COORDINATION
G 06/06/23 ISSUE FOR BUILDERS TENDER
H 20/09/23 ISSUE FOR BUILDING APPROVAL
LOT 38, CNR KESTREL CRES & LORILET
STREET, PEREGIAN BEACH SITE DESCRIPTION
ADDRESS 2 KESTREL CRES, PEREGIAN BEACH,
QUEENSLAND, 4573
LOCAL AUTHORITY NOOSA COUNCIL
ISSUE FOR BULDING APPROVAL NOOSA ZONE LOW DENSITY RESIDENTIAL
LOT No. 38
PLAN No. P93125
PROPOERY ID 140116
SITE AREA 606m2
SITE COVERAGE: 234m2
WIND CATERGORY TO ENGINEERS SPEC
CLIMATE ZONE 2
ARCHITECTURAL TENDER - DRAWING LIST
DWG NO. DRAWING TITLE
A0000 COVER SHEET
A0001 SITE LOCATION PLAN
A0002 PROJECT NOTES
A0003 GRID SETOUT
A0004 GROSS FLOOR AREA
A0005 EXISTING SITE SURVEY & DEMOLITION PLAN
A1100 GROUND FLOOR PLAN
A1101 FIRST FLOOR PLAN
A1102 ROOF PLAN
CLIENT:
A1110 CONCRETE PROFILE + PLUMBING PLAN - GROUND FLOOR PLAN
A1111 CONCRETE PROFILE + PLUMBING PLAN - FIRST FLOOR ANDREW + ANDREA MACLAREN
A1200 REFLECTED CEILING PLAN - GROUND FLOOR
KE
ST
APPROX BOUNDA
RIES RE
L
CR
A1201 REFLECTED CEILING PLAN - FIRST FLOOR
ES
A1300 ELECTRICAL PLAN - GROUND FLOOR PLAN
A1301 ELECTRICAL PLAN - FIRST FLOOR PLAN
PROJECT:
A2000 WEST ELEVATIONS
A2001 SOUTH ELEVATIONS CNR KESTREL CRES & LORILET ST
A2002 NORTH ELEVATIONS
LOT 38
LO
PLAN P93125 A2003 EAST ELEVATIONS
RIL
A3000 SECTIONS 1 & 2
ET
ST
A3001 SECTIONS 3 & 4
ARCHITECT:
A3002 SECTIONS 5 & 6
A3003 SECTIONS 7 & 8
A4009 STAIR DETAILS - STAIR 1
M. 0475 030 630
A4010 STAIR DETAILS - STAIR 2, 3, 4, 5
W. honghenwood.com
A5000 DOOR SCHEDULE E. [email protected]
A5100 WINDOW SCHEDULE ABN No. 12822847278
A5101 WINDOW SCHEDULE
N P AR
AD E
A5102 WINDOW SCHEDULE
A5106 SCREENS, BALUSTRADES AND HANDRAILS DRAWING TITLE:
A5200 WALL TYPE SCHEDULE
COVER SHEET
T ST
NORTH
E RNE S
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.
LOCATION PLAN 5. Nominated Architect: Karen Leech QLD 5795
20/09/2023 4:36:11 PM
SCALE: DATE:
1 : 50 @ A1 11/08/23
DRAWN BY: CHECKED BY: PROJECT NO: DRAWING NO: ISSUE:
KL HH 2216
CAD FILE: A0000 H
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Full text of sections 2 to 7 (of 45)
Section 2
ISSUE DATE DESCRIPTION
A 20/12/22 ISSUE FOR CLIENT SIGN OFF - CONCEPT
B 06/02/23 ISSUE FOR CLIENT SIGN OFF - PLANNING
C 14/02/23 ISSUE FOR DEVELOPMENT APPLICATION
D 06/06/23 ISSUE FOR BUILDERS TENDER
E 20/09/23 ISSUE FOR BUILDING APPROVAL
TO BE READ IN CONJUNCTION WITH SURVEY PLAN BY AXIS SURVEYS
K ES
TRE
TBM SCREW IN CHANNEL AHD RL m 23.257 WATER HYD L CRE
2.834m
S
8.604m
3 4m
2.8
m
2.834
13.6 GREY FILL REPRESENTS SEWER
8 5m
ZONE OF INFLUENCE. 1.2m FROM
SEWER LINE & 1.5m FROM
WATER VALVE
MANHOLE. (CAUTION AVOID
WORKS WITHIN - EXACT SEWER
L
O WAL
LOCATION TBC ON SITE)
LL
WA
7222 T
7 TO
LA
679
5
GO
509
PER
TO
0
130
5
RENDERED AND PAINTED BLOCK FENCE (2m MAX, LIGHT
245
COLOUR) GARDEN BED BELOW
LORILET ST
6000 POOL
S
13.00°
LL
WA
TO
60
00
35
46
9700
S
VERTICAL BATTEN FENCE POWDERCOATED
LIGHT (10 x 40mm NOM.) WITH 30mm GAPS
13.00°
13.00°
S
20
00
13.00°
S
BLOCK LETERBOX WITH ELONGATED SPLIT
L L
WA
AND FEATURE HOUSE DIGITS (900NOM)
ING
AIN
13
E
T
LIN
S
RE
9700
.00
ER
STONE CLAD BLOCK FENCE EITHER SIDE OF
CK
° 12
EW
PATH (2m MAX HEIGHT) 00
LO
S
B
ING
ING
IST
IST
RIDGE
EX
EX
S
CONSTRUCTION OF DRIVEWAY AND 4500
13.00°
CROSSOVER TO BE IN ACCORDANCE
WITH NOOSA STANDARD DRAWINGS
5000 MAX
4000 MAX
5000 MAX
(RS049/50) - FINAL SHAPE / SIZE TBC
ON SITE WITH BUILDER + CLIENT
CLIENT:
25
77
ANDREW + ANDREA MACLAREN
S
5.00°
5.00°
2000
1740
MB
1500
SEWER MAN
HWS BINS HOLE
600
TELSTRA
PROJECT:
21.927m
CNR KESTREL CRES & LORILET ST
SETBACK
TIMBER FENCE ON EXISTING BLOCK
WATER RETAINING WALL
6000
EXISTING TIMBER FENCE
LAUNDRY & BATHROOM
POP OUT TO COMPLY
BUILT TO BOUNDARY WITH 1.5M SETBACK FROM
WALL (TO COMPLY WITH SOUTHERN BOUNDARY,
QDC, MAX MEAN 4.5M HEIGHT LIMIT)
ARCHITECT:
HEIGHT OF 3.5m + 9m
MAX LENGTH)
M. 0475 030 630
W. honghenwood.com
LOT 39 E. [email protected]
EXISTING HIGHSET HOUSE ABN No. 12822847278
DRAWING TITLE:
SITE LOCATION PLAN
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 4:36:17 PM
SITE PLAN SCALE: DATE:
1 : 100 @ A1 11/08/23
1 Scale: 1 : 100 DRAWN BY: CHECKED BY: PROJECT NO: ISSUE:
DRAWING NO:
KL HH 2216
CAD FILE: A0001 E
Section 3
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
Section 4
ISSUE DATE DESCRIPTION
A 06/06/23 ISSUE FOR BUILDERS TENDER
SETOUT B 20/09/23 ISSUE FOR BUILDING APPROVAL
SCREW
A B C D F G
Y
AR
UND
O
EB
S IT GRID SETOUT
MINIMUM DESIGN STANDARDS
CONSTRUCTION OF THIS BUILDING TO BE IN ACCORDANCE WITH THE FOLLOWING
GOVERNING BODIES
- NATIONAL CONSTRUCTION CODE (NCC)
4500
- QUEENSLAND DEVELOPMENT CODE
- STANDARD BUILDING REGULATION 2006
- LOCAL COVERNMENT PLANNING POLICIES
45
00
4500
ALL WORKS MUST COMPLY WITH THE NCC, LOCAL AUTHORITY AND ALL RELEVANT
GEOGRAPHIC/WIND CATEGORY REQUIREMENTS. ALL CUT AND FILL BATTERS ARE
INDIVATIVE ONLY AND MUST BE ESTABLISHED AND VERIFIED BY BUILDER/CLIENT
10526
IN RELATION TO PROPOSED SLAB AND/OR FLOOR LEVELS. THESE DRAWINGS ARE
TO BE READ IN CONJUCTION WITH OTHER RELEVANT CONSULTANT DRAWINGS AND
REPORTS
SITE PLAN NOTES
4500 SURFACE WATER DRAINAGE MUST BE PREVENTED FROM ENTERING THE BUILDING
WITH FGL SLOPING AWAY FROM THE BUILDING AND FINISHED SLAB LEVELS. THE
SIT
EB BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
OUN
DAR BEGINNING CONSTRUCTION.
Y
POSITION OF PROPOSED BUILDING TO BE VERIFIED BY BUILDER ON SITE.
LOCATION OF EXISTING SERVICES TO BE VERIFIED BY BUILDER PRIOR TO
CONSTRICTION
SETOUT
FIGURED DIMENSIONS ARE ONLY TO BE TAKEN FROM THIS DRAWING. ALL
522 5140 910 6450 900 5515 5160 7789 DIMENSIONS, BEARINGS, EXISTING SERVICES, MANDATORY COUNCIL RESTAINTS/
REQUIREMENTS AND PROPOSED LEVELS ARE TO BE CHECKED AND VERIFIED ON
SITE BY BUILDER/CLIENT PRIOR TO COMMENCEMENT OF WORKS. ALL
DISCREPENCIES MUST BE COMMUNICATED TO THE DESIGNER PRIOR TO
COMMENCEMENT OF WORKS.
H ALL SLAB LEVELS TO BE VERIFIED PRIOR TO COMMENCEMENT. DISCREPENCIES
ARE TO BE REPORTED TO THE DESIGNER. NOMINATED
LINE OF ROOF OVER
0
HARDSCAPING/LANDSCAPING ITEMS SUCH AS
450
DRIVEWAYS/PATHS/GARDENS/RETAINING ETC ARE DESIGN SUGGESTIONS ONLY.
ENGINEERING NOTES:
REFER TO ENGINEERS DETAILS FOR:
FOOTINGS, SLAB, TIEDOWN, BRACING, FRAMING SCHEDULE, FLOOR
CONSTRUCTION, ROOF FRAMING AND TRUSS DETAILS, WIND CATERGORY, POOL
1 1 AND RETAINING WALLS.
WALL CONSTRUCTION
WALL FRAMING TO BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING
SPECIFICATION AND NOT DIFFER FROM CERTIFICATION COVERED BY THE FORM 15.
CLADDING SYSTEMS TO BE FIXED IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATION
WET AREAS
FLOORS IN 'WET AREAS' TO BE IMPERVIOUS IN ACCORDANCE WITH AUSTRALIAN
SETOUT STANDARDS. FINISH AND FALL GRADIENTS TO FLOOR WASTES.
POINT
4550
SEAL WET AREAS IN ACCORDANCE WITH NCC VOL 2 PART 3.8.1 SLOPE FLOOR
25 SURFACE TOWARDS FW (FLOOR WASTES)
4500 50
TOILETS: MINIMUM 3 STAR WELS RATED FOR KITCHEN SINKS, BASINS AND
LAUNDRY TROUGHS
SEBACK
SHOWERHEADS: MINIMUM 3-STAR WELS RATED SHOWER HEADS
2 2
890
3 3
25
SE 00
2445
TB
R
AC
VE
FO
K
OO
FR
EO
CLIENT:
LIN
SITE BOUNDARY
ANDREW + ANDREA MACLAREN
4 4
PROJECT:
CNR KESTREL CRES & LORILET ST
6000
SETBACK
ARCHITECT:
6705
M. 0475 030 630
W. honghenwood.com
E. [email protected]
Y
AR
ABN No. 12822847278
ND
OU
EB
S IT
DRAWING TITLE:
GRID SETOUT
SIL
TA
DE
RS
E
INE
NG
LE
A
5
UR
ST
RU
CT
5 NOTES: NORTH:
36.1
TO
2°
900
1. Use only figured dimensions, do not scale drawings.
RY
2. All discrepancies and omissions to be referred to Hong Henwood
DA
H
Design prior to construction.
RT
UN
BO
3. Check all dimensions, Building Code of Australia, relevant codes
NO
6 6
TO
and council approvals.
NG
4. This drawing is not for construction.
INI
Copyright remains the property of Hong Henwood. Reproduction of the
650
TA
whole or part of this document constitutes an infringement of copyright.
RE
SITE BOUNDARY 5. Nominated Architect: Karen Leech QLD 5795
W
SETOUT POINT
NE
25
50
20/09/2023 4:36:38 PM
NEW RETAINING TO BOUNDARY
5140 910 6450 900 5515 5160 SCALE: DATE:
1 : 50 @ A1 11/08/23
DRAWN BY: CHECKED BY: PROJECT NO: DRAWING NO: ISSUE:
KL HH 2216
SETBACK
A B C D H F G CAD FILE: A0003 B
6000
Section 5
ISSUE DATE DESCRIPTION
A 06/06/23 ISSUE FOR BUILDERS TENDER
B 20/09/23 ISSUE FOR BUILDING APPROVAL
A C A
B D F G
DA
RY
DA
RY B C D F G
N N
OU OU
EB EB
S IT S IT
SIT SIT
EB EB
OUN OUN
DAR DAR
Y Y
1 1
128.35m2 126m2
2 2
3 3
VOID
SITE BOUNDARY
SITE BOUNDARY
4 4
Y
Y
AR
AR
ND
ND
OU
OU
CLIENT:
EB
EB
S IT
S IT
ANDREW + ANDREA MACLAREN
5 5
6 6 PROJECT:
SITE BOUNDARY SITE BOUNDARY
CNR KESTREL CRES & LORILET ST
H H
GROUND FLOOR PLAN FIRST FLOOR PLAN ARCHITECT:
1 Scale: 1 : 100 2 Scale: 1 : 100
M. 0475 030 630
W. honghenwood.com
E. [email protected]
ABN No. 12822847278
DRAWING TITLE:
GROSS FLOOR AREA
NOTES: NORTH:
1. Use only figured dimensions, do not scale drawings.
2. All discrepancies and omissions to be referred to Hong Henwood
H
Design prior to construction.
RT
3. Check all dimensions, Building Code of Australia, relevant codes
NO
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 4:36:43 PM
SCALE: DATE:
1 : 100 @ A1 11/08/23
DRAWN BY: CHECKED BY: PROJECT NO: DRAWING NO: ISSUE:
KL HH 2216
CAD FILE: A0004 B
Section 6
ISSUE DATE DESCRIPTION
A 06/02/23 ISSUE FOR CLIENT SIGN OFF - PLANNING
B 14/02/23 ISSUE FOR DEVELOPMENT APPLICATION
C 06/06/23 ISSUE FOR BUILDERS TENDER
D 20/09/23 ISSUE FOR BUILDING APPROVAL
522 5140 910 6450 900 5515 5160
DEMOLITION LEGEND
EXISTING TREES TO BE REMOVED
K ES
TRE
L CRE
S
1769 208 1678
SITE B
OUND
A B ARY
C D F G
2707
10526
S IT
EB
OUN
DAR
Y
4164
1 1
LORILET ST
EXISTING TREES TO EXISTING TREES TO
4550
BE REMOVED BE REMOVED
2 2
890
3 3
2445
4 4
Y
AR
ND
OU
SITE BOUNDARY
EB
SIT
SURVEY TO BE READ IN CONJUNCTION WITH SURVEY
BY AXIS (ORDER NO. X407917) DATED 05/11/20
6705
CLIENT:
ANDREW + ANDREA MACLAREN
5 5
650 900
6 SITE BOUNDARY
6
PROJECT:
CNR KESTREL CRES & LORILET ST
A B C D H F G
ARCHITECT:
M. 0475 030 630
W. honghenwood.com
E. [email protected]
ABN No. 12822847278
DRAWING TITLE:
EXISTING SITE SURVEY &
DEMOLITION PLAN
EXISTING AND DEMOLITION SITE PLAN NOTES: NORTH:
1 Scale: 1 : 100
1. Use only figured dimensions, do not scale drawings.
2. All discrepancies and omissions to be referred to Hong Henwood
H
Design prior to construction.
RT
3. Check all dimensions, Building Code of Australia, relevant codes
NO
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 4:36:48 PM
SCALE: DATE:
As indicated @ A1 11/08/23
DRAWN BY: CHECKED BY: PROJECT NO: DRAWING NO: ISSUE:
KL HH 2216
CAD FILE: A0005 D
Section 7
ISSUE DATE DESCRIPTION
A 05/12/22 ISSUE FOR CONCEPT
B 20/12/22 ISSUE FOR CLIENT SIGN OFF - CONCEPT
A B C D F G C
D
12/01/23
06/02/23
ISSUE FOR INFORMATION
ISSUE FOR CLIENT SIGN OFF - PLANNING
E 14/02/23 ISSUE FOR DEVELOPMENT APPLICATION
5140 910 6450 900 5515 5160 F 21/02/23 ISSUE FOR COORDINATION
G 06/06/23 ISSUE FOR BUILDERS TENDER
H 11/08/23 ISSUE FOR INFORMATION
208 1 2 B I 11/08/23 ISSUE FOR CONTRACT
A3000 A3000 A5106 J 16/08/23 ISSUE FOR CONTRACT
K 21/08/23 ISSUE FOR PRICING
Y
AR L 20/09/23 ISSUE FOR BUILDING APPROVAL
ND
1769
OU 40 x 4
0 ME R
EB E. H B AU T
IMBER
S IT RV IS
CU T FIN
B ATTEN
FENC
TO IN E
L L PA
K WA AND
OC ER
BL ND
P L A NT
ING WALL LEGEND
RE
NEW BLOCK WALL TO
STRUCTURAL ENGINEERS
42
DETAILS
97
190 5825
2707
NEW TIMBER STUD WALLS WITH R2.0 (OR
HIGHER) MATERIAL INSULATION TO
COMPLY WITH ENERGY EFFICIENCY
1 REPORT
F N0 A3003
587 1
0 REFER TO WALL TYPE SCHEDULE SHEET
LAWN AS LEVEL AS POSSIBLE LAWN TO TAKE NATURAL GROUND SLOPE
W-- A5200 FOR WALL TYPES
SIT
EB
OUN
DAR
Y
RECESSED WALL SKIRTING
STA
OUTDOOR SHOWER IR 5
TILE SKIRTING
LOW BLOCK WALL TO
NEW
A2002 CON03
9
CONCRETE
121
1
PLANTER
STAIRS
FW FULL HEIGHT WALL TILE
A6107
RL. 23.100 1
2 TP10
6640 900 3285 2400 175 CON03 CRUSHED
GRANITE MICROCEMENT WALL FINISH
WINDOW SETOUT
190
PATH
TP12
200 x 200 T.O.W 22.710
800 190 1100 190 2860
0
HARDWOOD POST
130
WALL SETOUT 190 190 1080 40 50 850 670 90 2525 2400 175 410 190 3075 190 1650 TO SHOWER
H
PLANTER
T.O.W 22.910
190
190
RL. 22.320
4164
A T.O.W 23.790 BLOCK WALLS TO PLANTER - RENDER + PAINT FINISH B
2100
NEW CONCRETE
5
WT01 GARDEN PLANTER BELOW POOL
245
STAIRS A4000 A4000
1310
1310
1759
600
900
165 600 STAIR 4
DP
STAIR 3 WT09 W N104 WT04 W N103 NEW CONCRETE STAIRS
LINE OF FIRST FLOOR OVER DP
1 1
190
190 190
190
190190
259
LOUVRES LOUVRES FIXED GLASS FACE FIXED POOL FENCE
380
L
MINIMUM 1.2m BELOW
The text continues on section 8.