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Archiettcurals REV 22 - AMENDED
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
PROPOSED DUPLEX FOR:
CLIENT NAME: CANDIDA INVESTMENTS
SITE LOCATION: 16 GRANT STREET,
NOOSA HEADS
FRONT FACADE
1 ARTISTIC IMPRESSION ONLY
PRELIMINARY DRAWING - NOT FOR CONSTRUCTION
Disclaimer: Revision Notes: Drawn By: EK Checked by: TG Dwg size: 1:100 @ A3 Proposed new residence for: Job No: Drawing Status:
H4 - PLAN DESIGN BUILD © COPYRIGHT Revision: 22
The information in these drawings pertaining to Rev. Date Amendment notes:
H4N016GRAN FOR APPROVALS
dimensions, heights & details are for information 15 18/08/18 DA APPLICATION - REVIEW
CANDIDA INVESTMENTS
Head office: P 1300 293 029 All plans are copyright and only and not be relied upon. Specific dimensions, 16 22/08/18 WORKING DRAWINGS
JR Concept Design Date: 04/11/20
LG5, 77 Oxford St E: [email protected] remain the property of H4 heights & details are subject to change during 17 31/01/19 FLOOR PLANS
Bulimba, Qld, 4171 W: www.h4living.com.au Living Pty Ltd and may not be construction. Changes can occour due to
Signature of Owner: Site Location: Drawing title: Drawing number:
17 13/02/19 PRELIM WORKING DRAWINGS
Postal Address: reproduced, copied, used or multiple factors including but not limited to;
PO Box 316, QBCC: 150 14 144
ABN: 36 159 311 921
altered without the written service clearances, joint & construction detailing
18 09/09/19 DA REVIEW - REVISED FACADE
22 29/10/20 BA SET ISSUED
16 GRANT STREET, NOOSA COVER SHEET 000
Bulimba Qld, 4171 permission of H4 Living & material changes
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Full text of sections 2 to 4 (of 18)
Section 2
GENERAL NOTES: SITE WORKS TILED DECKS
1. ALL DIMENSIONS ARE IN MILLIMETERS AND 1. SITE TO BE EXCAVATED AND OR FILLED TO 1. TILED DECKS OVER LIVEABLE AREAS ARE TO BE, IN
ARE TO STRUCTURE NOT FINISHED FACE. LEVELS SHOWN. THE FOLLOWING ORDER OVER THE FLOOR JOISTS : JOB NOTES :
2. DIMENSIONS TAKE PREFERENCE OVER SCALE. 2. FOOTINGS SHALL BE PLACED AS PER BUILDERS 19MM COMPRESSED FC SHEET, WITH ONE LAYER
3. CHECK AND VERIFY DIMENSIONS AND 1. FINAL POSITIONS OF DOWNPIPES, METERBOX, TAPS, AC UNIT,
SPEC OR ENGINEERS DETAILS. OF PARCHEM EMERPROOF 750 WITH A SECOND
CONFIRM ANY EXISTING DIMENSIONS MARKED. WATERTANK, GAS BOTTLES AND HOT WATER SYSTEM, MAY DIFFER
3. FOOTINGS TO FOUND IN NON-EXPANSIVE LAYER OF SAND SEED WITH A DFT OF 1300 MICRON,
4. WORK SHALL COMPLY WITH THE BUILDING 2. TO PLAN DUE TO SITE CONDITIONS.
NATURAL MATERIAL HAVING A MINIMUM INSTALLED TO MANUF. SPECIFICATIONS, AND
CODE OF AUSTRALIA, BUILDING ACT QLD, AND 3. LIFT OFF HINGES TO WC DOOR
ALLOWABLE BEARING CAPACITY OF 100KPA. FLOOR TILES OVER, ALL CORNERS TO HAVE 20MM
ALL RELEVANT CURRENT AUSTRALIAN 4. ALL SHOWER ROSES TO BE AAA RATED
4. GROUND SURFACE TO BE SLOPED 1:20 (MIN) MASTIC SEALANT UNDER PARCHEM EMERPROOF
STANDARDS. ANY OUTDATED STANDARDS 5. WATER PRESSURE LIMITED TO 500 KPA AT THE METER
AWAY FROM BUILDING FOR 900MM (MIN) AND TO 720.
LISTED IN THESE NOTES ARE TO BE TAKEN TO 6. ROOMS WITH NO NATURAL VENTILATION TO HAVE MECHANICAL
A POINT WHERE PONDING WILL NOT OCCUR VENTILATION INSTALLED. SEALED EXHAUST FANS
REFER TO THE CURRENT EDITION. NEAR THE BUILDING.
5. MANUFACTURERS SPECIFICATION MEANS A SAFTEY GLAZING TO BE USED IN THE 7. PROVIDE WATER AND POWER PROVISION TO DISHWASHER SPACE
5. DISH DRAINS AND AG-PIPES TO BE PROVIDED 8. WINDOWS, SLIDING GLASS DOORS & INTERNAL DOOR SIZES ARE
CURRENT APPROVED SPECIFICATION FOR USE AS INDICATED TO FACILITATE DRAINAGE OF FOLLOWING CASES:
UNDER THE CONDITIONS APPLICABLE. NOMINAL ONLY & TO BE CONFIRMED WITH MANUFACTURER
WATER AWAY FROM BUILDING INTO DRAINAGE 9. ARTICULATION JOINTS TO ENGINEERS DETAIL
6. UNO = UNLESS NOTED OTHERWISE. SYSTEM. 1. ALL ROOMS - WITHIN 500MM VERTICAL OF THE FLOOR
DPC = DAMP PROOF COURSE. 2. BATHROOMS WITHIN 1500MM VERTICAL OF THE 10. ANY DOWLIGHTS INSTALLED TO BE SEALED LED IC-F
OMP = OUTER MOST POINT. RETAINING WALLS FLOORS 11. OUTDOOR LIVING AREA TO COMPLY WITH NCC 3.12.0.1(b) AND NCC
7. IT IS AT THE BUILDERS DISCRETION TO 3. FULLY GLAZED DOORS 3.12.4.3
1. ALL RETAINING WALLS ARE TO COMPLY WITH 12. ROOF INSULATION: R1.3 FOIL FACED ROOF BLANKET
POSITION BULKHEADS OR SERVICE PANELS COUNCIL POLICY ON RETAINING WALLS AND 4. SHOWER SCREENS
UNDER FLOOR FRAMING TO ACCOMMODATE 5. WITHIN 300MM OF A DOOR AND <1200MM ABOVE 13. CEILING INSULATION: R3.5 BULK INSULATION
2. EMBANKMENTS ON RESIDENTIAL BUILDING 14. WALL INULSATION: R2.5 OR R2.7 (DEPENDING ON CLADDING) BULK
PLUMBING SERVICES. SITES. FLOOR LEVEL
8. THESE PLANS ARE TO BE READ IN 6. WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES INSULATION BATTS TO ALL EXTERNAL WALLS
3. POSITION OF RETAINING WALLS MAY VARY
CONJUCTION WITH ANY STRUCTURAL AND AND MUST BE VERIFIED BY BUILDER PRIOR TO WILL VARY WITH MANUFACTURER, FLASHING ALL
CIVIL ENGINEERING COMPUTIONS AND COMMENCEMENT. ANY VARIATION AT ROUND.
9. DRAWINGS.
ALL BUILDINGS SHALL BE PROTECTED
CONSTRUCTION STAGE TO COMPLY WITH POOL FENCING
COUNCIL POLICY.
AGAINST TERMITE ATTACK IN ACCORDANCE 1. ALL POOL FENCING SHALL BE A MIN. 1200MM
WITH AS 3660.1 AND A DURABLE NOTICE SHALL DESIGN LOADS HIGH AND IN ACCORDANCE WITH AS 1926.1
BE LEFT IN THE METER BOX INDICATING TYPE STAIRS AND BALUSTRADING
1. ALL SIZES OF TIMBER MEMBERS DEDUCED FROM
10. OF BARRIER AND REQUIRED PERIODICAL AS 1684 1. Handrails and balustrading throughout are
INSPECTIONS. ALL REMAINING SIZES OF ITEMS DEDUCED FROM to be in accordance with BCA section D2.16
2.
11. SMOKE DETECTORS TO BE HARD WIRED WITH AUSTRALIAN DOMESTIC CONSTRUCTION MANUAL 2. All balustrading to be min. 1000mm high
EMERGENCY BACK-UP AND COMPLY WITH OR RELEVANT MANUFACTURERS SPECIFICATION.
12. AS3786 to comply with C/3.9.2 BCA
3. SIZES OF TIMBER MEMBERS MAY VARY UPON
WIND SPEED AS NOMINATED ON BRACING ORDERING REQUIREMENTS BUT MUST REMAIN
3. Structure - Timber construction
PLAN OR SOIL TEST WITHIN THE GUIDELINES OF THE SAID REFERENCE - closed tread @ 250mm deep
13. PROVIDE LIFT-OFF HINGES TO WC OR OPEN MATERIAL. - risers - 18 @166mm high
OUT DOOR OR MIN. 1200MM CLEARANCE FROM
DOOR TO PAN. MATERIALS AND CONSTRUCTION - 1250mm wide
ALL CONSTRUCTION MATERIALS SUPPLIED
14. MUST TAKE INTO ACCOUNT PROXIMITY TO 1. AS APPLICABLE - REFER TO DRAWINGS FOR
COASTAL OR INDUSTRIAL ENVIRONMENTS, IN MATERIALS USED.
15. ACCORDANCE WITH MANUFACTURERS 2. ALL MATERIALS SHALL BE NEW UNO. REUSED FLOORS
SPECIFICATIONS. ITEMS TO BE CHECKED FOR SOUNDNESS ETC. Ground Level - Conc. Slab as per eng. spec
PRIOR TO USE.
THESE PLANS ARE PROTECTED BY COPY Porch/Pavilion - Conc. Slab as per eng. spec
RIGHT AND ARE THE PROPERTY OF THE REINFORCED CONCRETE Upper Level - Suspended Conc. Slab as per eng. spec
AUTHOR.
ALL WORKS SHALL COMPLY WITH BUT NOT 1. AS PER STRUCTURAL ENGINEERS DETAILS.
LIMITED TO THE BUILDING CODE OF AUSTRALIA
AND THE AUSTRALIAN STANDARDS LISTED BLOCKWORK
BELOW:
1. AS PER STRUCTURAL ENGINEERS DETAILS.
AS 1288 - 1994 GLASS IN BUILDINGS SELECTION
AND INSTALLATION STEELWORK
AS 1562 - 1992 DESIGN AND INSTALLATION OF
1. AS PER AS/NZS 4600 - COLD-FORMED STEEL
SHEET ROOF AND WALL CLADDING
STRUCTURES, AS4100 - STEEL STRUCTURES
AS 1684 - 1999 NATIONAL TIMBER FRAMING
CODE
AS 2870 - 1996 RESIDENTIAL SLAB AND TIMBER FRAMING
FOOTINGS - CONSTRUCTION
1. AS PER AS1684 1999 NATIONAL TIMBER FRAMING
AS /NZS 2904 - 1995 DAMP-PROOF COURSES
CODE
AND FLASHINGS
AS 3600 - 1994 CONCRETE STRUCTURES
AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN
WET AREA SURFACES
TERMITES 1. FLOOR SURFACES TO BATH & LAUNDRY SHALL BE
AS 3700 - 1998 MASONRY IN BUILDINGS IMPERVIOUS, WITH JUNCTIONS BETWEEN WALL
AS 3786 - 1993 WATERPROOFING OF WET AND FLOOR FLASHED TO PREVENT MOISTURE
AREAS IN RESIDENTIAL BUILDINGS PENETRATION INTO WALLS.
AS 4055 - 1992 WIND LOADING FOR HOUSES 2. ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2
AS 4100 - 1996 STEEL STUCTURES AND AS 3740.
3. SPLASHBACKS SHALL BE IMPERVIOUS FOR
150MM ABOVE SINKS, TROUGHS AND HAND
BASINS WITHIN 75MM OF THE WALL.
4. CERAMIC TILES OR OTHER APPROVED
IMPERVIOUS MATERIAL TO WALLS ABOVE
SHOWERS TO 1800MM MIN ABOVE FLOOR.
PRELIMINARY DRAWING - NOT FOR CONSTRUCTION
Disclaimer: Revision Notes: Drawn By: EK Checked by: TG Dwg size: 1:100 @ A3 Proposed new residence for: Job No: Drawing Status:
H4 - PLAN DESIGN BUILD © COPYRIGHT Revision: 22
The information in these drawings pertaining to Rev. Date Amendment notes:
H4N016GRAN FOR APPROVALS
dimensions, heights & details are for information 15 18/08/18 DA APPLICATION - REVIEW
CANDIDA INVESTMENTS
Head office: P 1300 293 029 All plans are copyright and only and not be relied upon. Specific dimensions, 16 22/08/18 WORKING DRAWINGS
JR Concept Design Date: 04/11/20
LG5, 77 Oxford St E: [email protected] remain the property of H4 heights & details are subject to change during 17 31/01/19 FLOOR PLANS
Bulimba, Qld, 4171 W: www.h4living.com.au Living Pty Ltd and may not be construction. Changes can occour due to
Signature of Owner: Site Location: Drawing title: Drawing number:
17 13/02/19 PRELIM WORKING DRAWINGS
Postal Address: reproduced, copied, used or multiple factors including but not limited to;
PO Box 316, QBCC: 150 14 144
ABN: 36 159 311 921
altered without the written service clearances, joint & construction detailing
18 09/09/19 DA REVIEW - REVISED FACADE
22 29/10/20 BA SET ISSUED
16 GRANT STREET, NOOSA JOB NOTES 00N
Bulimba Qld, 4171 permission of H4 Living & material changes
Section 3
SITE NOTES:
1. GENERAL
Do not scale off plan, figured dimensions take
preference. Dri
ve
N
Builder to verify all dimensions and levels on plan prior
Telstra U/G - Shown from Records
R L w ay
CO
W
Water U/G - Shown from Records
22 Lev
W IN
TE
to commencement of construction, and no responsibility |70 el
MM
SE
RS
UN
T
is taken after commencement.
All services and manholes must be located and
ON PA
T H
Dri BU PR
identified prior to construction. ve
R L w ay
P 11 OP
Contours and levels shown on the plan are indicative 22 Lev
|59 el
03
9 ER
only and are suppied by contour surveyor. No TY SET RISE
responsibility is taken for accuracy of levels.
2. SITE SETOUT 27780 7002
Ad
Location of boundaries to be confirmed by Gr joinin
E
ou g
surveyor/builder prior to setout. It is recommended that a RL nd Le Lot
22 v
licenced surveyor be engaged to setout the building. |89 el SU
Concrete path
RIS
MM
ER
E
All boundary clearances shown to be verified by builder
prior to commencement of construction. Any variation to CP SU
NP
S
BU
10
AT
10 05 10
61°48'10" 34.782m
06 20 04 11
20 .3 20 05
KL 90 KI .364
P
.5 10 25
KI 03 69
H
01 02 03 .7
PA 31
87
20 G 01
.4
setout dimensions must remain with Council
KI 01 87 11
31
SEWER: PROPERTY BOUNDARY
0.00
60
10
10 50
44 20 TR 0
20 .7 0. 40
.6 EP 78 0
EP 90 01 58
01 10 UN
61°48'10"
54
requirements.
KN
SL 20.71
20 OW
.9
10 10 BB 80 N
45 01
20 20 46 11 11 11
.691.710 42 43 11 11 70 12 12 12
EP EP 1647 23 23 58 60 24 21 20 19
01 01 2010 10 .4 .7 24 .8 25 25 26 12
.FEP .720 FE 14 FE 37 23 .4 .7 .2
IL 18.61
10 48 49 .7 FE 91 FE 61 .1 FE 18 18
10 51 20 20 03 03 FE 81 11 FE 99 FE 56 27
34|782
10 20 .7
01 .7 45 03 03 04 04 .0
07 20 08 .6 EP .L10 EP 70 CO 03 0.00 04 FE 44
20 PP 70 01 01 R PA
SEWER:
.3 .3 TR 0 04
KL 72 KI 02 38 01 LING 11
27.0
Garden
01 P AG 11 0. 40 68 11
SL
KI01 41 11 24 69
01 04 67 .3 24 1166
26.0
PA 0.00 18 23 TR 86 .817
G0 TR 0 EU .8
BR 32W 01 TR23.8
26.5
11
3. EARTHWORKS
2
20
0. 50 CA W 0199
BR
SL
36 LY W 01 TIM W 01TI
0.00
SL 27.01
03 PT BE MBE
.54
TR 0 6 PO 11 R
S
46
Sewer U/G - Shown from Records
R
1111
20
0. 20 INCI 11 0.00
11 11 7565
03 AN 72 73 74 2323.7
AW 0
S SL
20.5
10 A 23 23 23 .7
.71
.5 .631 .6 BR 2627
10
55 JA CO0 97 CO0 01 .U CO0 88 CO0
CA 2W 01
Cut and fill indicated on plan may vary at construction IL 25.01
21 RA 2 2 PA 2
.0 ND TI
S
BB 17 A O
01
90
25
02
23.5
22.5
23
.6
ST 24
21.5
.5
11
25
23.0
N
22.0
76
stage and builder shall verify and adjust as required.
TE 23
27
MP .7
21.0
10 CO0 Section 4
37
.0
10
13 20 12
.01
2
20 .305
.3
10 KL 50 KI 02 90
03
14 01 25
GRANT STREET
20 .8
All earthworks shall comply with Building Code of
.5 ST 06
KI 03 81
2 4. N
Sewer U/G - Shown from Records
Gully Trap
11 11 TE
77 64 MP
0
23 23
/G -
.7 .7
CO0 43 BR 54
Sewer U cords
2 W 01
Australia (BCA) Part 3.1 and relevant Council legislation. om Re
11 11
Shown fr
87
23 23 88
.7
4
10 BR BR32.737
S SL
56 W 02W
20
.9 02
TI 12
BB 92 TIM
M BE 17
01 26
RBE
EXISITNG HOUSE & POOL TO BE DEMOLISHED
.9
GT
R FE 36
331°48'10"
04
90 11
P1
20 00 89
23
4. SEWERAGE AND STORMWATER
ST .4
331°48'10" 17.099m
N 77
17|099
.7
NIK BR 33
20 031
W 02
TIM
20.5
.56
BE
R
All sewerage and stormwater drainage shall comply with TB
11
23
.6
71
CO0 40
11
23
.6
59
11
0.00
TR 0
86
64
M
2 CO0 56
2 0. 60
05
RL Na 10 10 20
BCA Part 3.1.2, AS 3500 and relevant Council legislation.
19 10 17 EU
CA
il
20 18 20
17.099m
.5 20 .3 11 12 LY
32
23
PROPOSED NEW RESIDENCE
57 PT
TELSTRA PIT
KI 03 92 .3 KI 02 31
|87 in Ke
KL 68 23 25 12
.6 12 .8 31
01 CO0 52 12 33 ST 34 25
34 25 02 .8
2 25 .8 .F ST 36
10 .8 ST 33 PO 02
12
(AH rb
61 ST 36 OL PO
Stormwater to be discharged to Council approved
20 35 02
.9 25 02 PO OL
10 10 BB 71 .8 .F OL 12
65 66 01 ST 42 PO 30
20 20 02 OL 25
D)
PROPOSED POOL
.6 .6 PO .8
CO0 14 CO0 16 OL ST 36
1 TE 1.R 02
.F
LS TE PO
discharge point.
TR LS 12 OL
A TR 36
A 25
.8
17099
ST 36
151°48'10"
02
PO
11 OL
90 12
All roof stormwater drainage, including
17|099
23 37
.7 25
10
62 BR 39 .8 12
20 W 02 ST 38 12 16
.8 TIM 02 29 26
10 BB 56 PO12 25 .8
492
64 01 BE O 38 .8 FE 74
20 R 25 L ST 47 04
.6 .8 02
CO0 31 ST 37
downpipes/drainage pipes shall be in accordance with
PO
SW
1 TE 02 The text continues on section 5.