Council archive · source document
07/2606 - Response to Information Request - Part 1 [As Published] · 132007.2606
CONSTRUCTION NOTES PROJECT DESCRIPTION
GENERAL ALL WORK TO COMPLY WITH BUILDING CODE OF AUSTRALIA AND ITS MOST CURRENT AMENDMENTS GENERAL: SUSTAINABILTY :
THIS CONSTRUCTION BEING CLASS 1 The position of Site Services is schematic only. The drawings WATERSAVING DEVICES: Group 7 : 70kL per year req'd. PROPOSED NEW RESIDENCE ON LOT NO 344 (NO.16)
demonstrate the general distribution requirements and NOT the In accordance with PART 25 of Queensland Development Code.
BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING LEVELS, FINISHED LEVELS AND actual placement. "AS CONSTRUCTED" drawings together with SemiSubmersed Polythylene Potable Rainwater Tanks complying SEAHORSE PLACE, NOOSA WATERS, QLD, AUSTRALIA.
SITE VERIFICATION ALL SITE'SERVICES ARE TO BE VERIFIED ARCHITECTURAL DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH ANY ASSOCIATED CONSULTANTS DRAWINGS
any approvals, test results, or warranties, shall be prepared by the with AS 4766 and AS 1170. RP :
nominated subcontractor and lodged with the principal contractor Including backflow prevention device & low voltage energy rated
prior to the final commissioning of the works. pump. Mosquito nets or flap valves at all openings. Overflow to be PARISH OF NOOSA
ACCESS & EGRESS: PROVIDE A CONTINUOUS PATH OF TRAVEL TO AND WITHIN THE BUILDING TO PROVIDE ACCESS TO ALL deposited into stormwater system via. overland flow. COUNTY OF MARCH
REQUIRED FACILITIES. ACCESSWAYS, WALKWAYS, RAMPS AND LANDINGS SHALL HAVE AN In aqccordance with Part 29 of QDC & Water Act 2000, water saving
UNOBSTRUCCTED WIDTH OF NOT LESS THAN 900mm AND BE CONSTRUCTED WITH MIN. LIP OR STEP AT
PROPOSED POOL: N/A Shower Roses must be used as a minumum. Use water and energy LOCAL AUTHORITY : NOOSA COUNCIL
The proposed location and shape of the pool is suggested only. Pool
JOINTS BETWEEN ABUTTING SURFACES. ALL GRADIENTS AND CROSSFALLS SHALL NOT EXCEED 1:40.
details are to be submitted under a separate application by others.
saving devices throughout. TOTAL ALLOTMENT AREA : 709.5 m SQ
Toilet Cisterns to have Dual Flush Capabilty not exceeding 6L on full
THRESHOLDS: ALL THRESHOLDS FOR DISABLED ACCESS MUST HAVE A MAXIMUM CONSTRUCTION STEP TOLERANCE flush & 3 L on Half Flush.
OF 5mm WHICH IS ACCEPTABLE USING ROUNDED OR BEVELLED EDGES, PROVIDE RECESSED SLIDING WATER SERVICE: from watertank via. electric pump to manufac. spec.
DOOR FRAMES WHERE REQUIRED. GENERALLY 20mm TO 100MM STEP AS SHOWN ON DRAWINGS 20mm Class PD UPVC trenched 300mm min into ground and 600mm Energy Efficient Lighting : 40 % of floor area to be fluorescent
min clear of external footings. lighting or Compact Fluoro Lights (CFL)
FIRE HAZARD PROPERTIES: ALL MATERIALS AND ASSEMBLIES MUST COMPLY WITH SPECIFICATION C1.10 & C1.10a OF THE BCA FOR
CLASS 1 BUILDINGS. CHANNEL & GRATE: Hot Water System : 5 Star Rated Gas Instant System. Two Bottle
Install "Everhard" 135 x 150 black "Everdrain" 1100 min. Supply.
FIRE RATINGS: EXTERNAL LOADBEARING WALLS crossfall, to terminate at silt trap.
Less than 1.5m to Fire source feature : 90/90/90 Insulation :
1.5m to less than 3mm & 3m plus : // Roof & External Wall Framing to contain Batts to be of best Quality
EXTERNAL LOADBEARING POSTS / COLUMNS Energy Rated Natural Product available.
STORMWATER: Sarking to be of top quality, self insulated type.
Less than 1.5m to Fire source feature : 90//
Stormwater drainage is to comply with AS/NZS 3500.3.2 and 3.1.2 of Shading devices to exposed windows or tinted film applied to reduce
1.5m to 3m & 3m plus : //
the B.C.A. Generally stormwater runoff is to be disposed of on site. heat soak into house
INTERNAL LOADBEARING WALLS : To Comply with Specification 1.8 of BCA
The position of any pipework shown is diagrammatic only, exact
INTERNAL LOADBEARING POSTS / COLUMNS : 60//
locations including discharge points should be approved by the Extra Notes :
COMMON WALLS OR FIREWALLS : 90/90/90
appropriate authority prior to commencement. Prior to back filling, Use High Quality, locally made products that will last.
FLOORS : //
photographic records of pipework shall be taken by the builder. Install natural products rather than manufactured products.
ROOF : //
Recycle all waste possible.
SOUND RATINGS: Refer part F5 of BCA & AS 1276.1 for Rw ( Weighted Reduction Index for Airborne Sound ) Rainwater Tanks : 1 OF 5,000L installed to manufac. spec. Install at least 1 compost bin.
WALLS : to common areas (including Party walls) : Rw 50 (not less than) N/A Have seperation bins in kitchen for recycling.
SERVICES : ducts for waste or water supply pipes that pass through one or more units to have Rw 40 if adjascent to SANITARY DRAINAGE: Avoid chemical leaching from pest treatments e.t.c into earth or
habitable room (other than kitchen) or Rw 25 if Kitchen or nonhabitable room. Sanitary drainage plans shall be prepared by the Plumber & a copy water systems.
provided to the owner, the designer & the local government Only Use airconditioning & heating systems when absolutely
authority. All drainage work shall be in accordance with the Council necessary.
CONTROL JOINTS GENERALLY WHERE FLUSH FINISH IS REQUIRED BETWEEN TWO BUILDING ELEMENTS, PROVIDE A NON approved plans and adhere to Queensland Development Code. Install quality blinds & use them to run your home effieciently.
COMBUSTIBLE VTYPE CONTROL JOINT PROVIDE CONTROL JOINTS AT MAXIMUM 3 METRE CENTRES TO
EXTERNAL TILED AREAS SUCH AS BALCONIES, ENTRANCES, ETC REFER TO STRUCTURAL ENGINEERS
DRAWINGS FOR CONSTRUCTION JOINTS. 69mtr CENTRES FOR EXTERNAL WALLS, OR AS PER
ENGINEERS DESIGN.
WINDOWS WINDOW FRAME AND GLAZING TO BE INSTALLED TO THE CORRECT TERRAIN CATEGORY INCLUDING
LOCAL PRESSURE FACTORS IN ACCORDANCE WITH AS1288
FFL OF HOUSE 2.60 AHD
(minimum floor height)
EXTERNAL FIXINGS AND TO BE NONCOMBUSTIBLE AND CORROSIONRESISTANT
FITTINGS
PLUMBING AND ALL PLUMBING DUCTS TO HAVE ACCESS PANELS TO COUNCIL REQUIREMENTS & HAVE REQUIRED
ACCESS PANELS SOUND RATINGS IF ADJASCENT TO HABITABLE ROOMS OR COMMON AREAS
Existing Brick & Tile
HANDRAILS HANDRAILING AND BALUSTRADING TO COMPLY WITH PARTS D2.16 AND D2.17 OF BCA House Well Away cable T.V box
WATERFEATURE WATERFEATURE
CARPARKS ALL CARPARKS SHALL BE IN ACCORDANCE WITH THE AUSTRALIAN CARPARK STANDARDS AS 2890.1 Telstra
1993 AND LOCAL COUNCIL REQUIREMENTS Relocate existing Relocate existing
Existing timber paling fence
PalmØ 0.4 mS 2 mH 7 m PalmØ 0.4 mS 2 mH 7 m
sewer manhole
SECURITY SELECTED BY OWNER, UPON MANUFACTURERS RECOMMENDATIONS. TBM Nail (in kerb)
4,500
17deg. 30' 35.479 m A.H.D RL 1.867m
1,500
AUTO FIRE & SMOKE SMOKE DETECTORS SYSTEM TO AUSTRALIAN STANDARDS & BCA REQUIREMENTS LOCATED BETWEEN
1.74
(Derived from PSM
2.
2.
2.
Screw In
0.
2.
1.
2.
2,000
DETECTION KITCHEN & BED RMS ASP PER AS 1670. #107383 RL 1.935m)
12
29
00
96
46
34
97
& EXTINGUISHERS Conc.
3,872
2406 GLV
roof water outlet
WEEP HOLES & 1000mm CENTRES MAX. FLOOR SLAB TO BE MIN. OF 150mm ABOVE FINISHED GROUND LEVEL
DAMPPROOFING DAMPPROOF COURSE TO BE PROVIDED UNDER ALL EXTERNAL WALL PLATES WITH A MIN. OF 35mm
STEP DWN.
PROPOSED JETTY POOL u/ground power
TO BE ADVISED
24-32SD
approx. house
5,412 043
6 FG
sewer connection
UNDER SLAB TREATMENT AS 36602000 & BCA 3.1.3 UND
ER S
6,680
820
HEL
F
107deg 30' 20.000 m
WC DOORS TO COMPLY WITH BCA
107deg 30' 20.000 m
CANAL
SEAHORSE
SARKING UNDER ROOF LINING TO COMPLY WITH AS 4200
V
6 GL
243
DECK
PLACE
ROOF WATER DISCHARGED TO EXISTING STORMWATER SYSTEM as per as 3500.3
6SD
24-3
FLOOR WASTES TO ALL WET AREAS.
24010 FG
2.
2.
24-32SD
2.
0.
2.
25
29
40
99
POOL FENCING TO AS 1926
CONCRETE
08
Footpath
Top Of Bank
1400
WET AREAS AS 3740
2404 FG
0924 AWN
SMOKE DETECTORS AS 3786 LOCATIONS SHOWN ON PLAN AS....
SD PROPOSED NEW RESIDENCE
U/SLAB VAPOUR BARRIER AS 2904 Relocated Palm's FFL 2.60 AHD
Ø 0.4 mS 2 mH 7 m
2444SD
TERMITE BARRIERS AS 3660.1
concrete DRIVE-WAY Relocate existing Palm to rear
1506 LV
Ø 0.5 mS 2 mH 8 m
2112 GLV
GLAZING TO EXT AS 2047 revetment wall 820
1509 DH
Relocate existing Palm to rear
0621 FG 2106 GLV
FIRE HYDRANT SYSTEM N/A AS 2419.1 AND TO CONSULTANTS SPECIFICATIONS (REQUIRED IF CLASS 29 BUILDING OVER 500M SQ) Ø 0.5 mS 2 mH 8 m
roof water outlet
FIRE HOSE REEL N/A AS 2441 AND TO CONSULTANTS SPECIFICATIONS (REQUIRED IF CLASS 29 BUILDING OVER 500M SQ)
W
BOX GUTTER
1.84
1.71
2.
2.
2.
0.
1.
2.
Screw In
1.
41
39
36
991.00
17deg. 30' 35.479 m
98
03
92
2,000
2,000
Conc.
1.50
2.00
CARPARKING N/A AS 2890.1 (DISABLED PARK NOT REQUIRED BY BCA, UNLESS COUNCIL OR CLIENT HAVE REQUESTED) 5300
2.00
6,000
Existing Rendered Approx. sewer line
HATCHED AREA INDICATES Brick & GI House W/A
LOCATION OF SECOND STOREY ABOVE water meter
SITE PLAN landscape strip to street
SCALE 1 : 200
0 5m bin & gas covered store
FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER
DESIGN / DRAWN : BUILDER : SCALED MEASUREMENTS, VERIFY ALL ON SITE D Revised for Building Approval 11-02-08
ROBERT PATTERSON
DIMENSIONS AND LEVELS PRIOR TO THE
COPYRIGHT : No reproduction of all or part C Revised for Building Approval 05-02-08
QBSA Lic.No. 1095554
of this drawing may be undertaken without the COMMENCEMENT OF ANY CONSTRUCTION. ARK PROJECTS LOT 344 (No.16) SEAHORSE PL, NOOSA WATERS
fax : (07) 5449 1899 B Preliminary Approval-Revised 31-01-08
m : 0401 394 964
express written permission of the author. CONTRACTOR TO NOTIFY DESIGNER IMMEDIATELY
CLIENT JOB DESCRIPTION
ISSUE DESCRIPTION DATE
D W G N O. 7028 01
DESIGN to DETAIL OF ANY DISCREPENCIES.
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Page 2
6,580
4,800 17,379 7,300 6,000
5,758 260 5,380 260 1,400
B
A
1800h core filled block wall
with render finish 1,500 4,500
17deg. 30' 35.479 m
800
pool filter & pump location
1,556
1,556
line of building over 1,400 6,000
2406 GLV
3x water-features water-feature
190
190
260
timber floor detail
wet edge with header over 26
0 recess slab 40mm POOL
2,570
Trough
frameless pool fence
POOL GUEST ENS
5,220
5,48
0
24-32SD
4,210
with pool safe gate
4,500
3,980
PATIO BED RM
260 UP PATIO
70
mitred joint corner glass 043 720
(CPT)
2 FG
6 FG
UND 3,02
seats in pool fire ER S 6
900
820
HEL gate
T
4,500 place
24 1
F
BUT
600 70
600
260
1,37 ROBE
0 820 line of roof over
2,74 3x 04 04 GLV
70
0
rake
d ce marble plynth obscure
12,230
1,37 260
20.000 m
balcony above iling 0 1,000
3x 24 06 GLV
1,200 4,000 260
UP water-features
plinth STUDY
3,543
V
line of building over
6 GL
step
COURT PLANTER
3,717
& step-up in ceiling (CPT)
7
20.000 m
5,83
line of building over
243
LIVING 18 12
6SD
timber wall
3,500
DECK OUTDOOR FG
4
24-3
9,77
DINING
2,278
stacker door storage
7,200
180W x 1000H
24010 FG
/ GLV
dwarf wall 24 30 FG
POND
FFL : 1.80 ahd
24-32SD
4,728
4,800 100 1 2
3 4
3,491
0SD
5
1,836
UP PIVOT
1400
GALLERY FFL : 2.60 ahd FOYER ENTRY
107deg 30'
line of ceiling
32-2
C 4,512 900
DOOR
C
BBQ slab at 3000h
2404 FG
UP
190
1 1,000
107deg 30'
2 REF. BBQ s UP 0924 AWN
1,20
110
3 0 24 20 csd
615
1,00 1 2 3 4 5 6 7 8 9 101112131415161718
0 bins gas
110
660
4
820
260
260
450 2,482 PWDR
110
770
1,190
2,600 140
70
750 110mm solid
glass balustrading
block wall
.
DW 820
REF
E ( 5,630
PANTRY
2,820
LINEN
90
4,710
T)
2444SD
CP
S
DINING COOK 90 1,680 90 980 110 FFL : 2.45 ahd
4,710
4,450
AG
820
S
2,340
24 52 PLD
L/DRY DOUBLE
ST
MEDIA RM
7,200
DRIVE-WAY
D
ISE
6,820
UBO 1506 LV (CPT) W.M. T GARAGE
2112 GLV
RA
260
PROV
HP
m
820 BLACK
5m
260
600
14
1509 DH
GLZ POL.CONC
260
0621 FG 2106 GLV 190 400
260
260
21 18 PLD
2,000
line of building over
BOX GUTTER
3x 04 04 GLV obscure
190
stacker door storage
17deg. 30' 35.479 m
stormwater tank 5000 L
under drive-way with over flow
B
A
2,947 260 5,200 260 2,500 190 6,220 190 to street system shown dashed
4,512 900 450 7,400 2,097 5,720 1,550 7,550 5300
LEGEND :
PROPOSED GROUND FLOOR PLAN
awn awning hp hot plate
cas casement rh range hood
fg fixed glass dw dish washer
glv glass louvre mw micro-wave SCALE 1 : 100
m mullion ref refridgerator
sd sliding door wm washing machine 0 5m
dp down pipe dry dryer
ubo under bench oven FP Fire Place
pty pantry WC Water Closet (Toilet)
cup'd cupboard
NOTES :
Where notes refer to 'selected' please refer to Architects Specification
Where notes refer to 'future detail' please refer to Architects Specification
unless location indicated otherwise.
All work to comply with Building Code of Australia and its most current
amendments, this construction being of class 1.
Before commencing construction, all dimensions, existing levels,
finished levels & site services are to be verified are to be verified.
Architectural drawings are to be read in conjunction with any
associated consultants drawings.
FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER
DESIGN / DRAWN : BUILDER : SCALED MEASUREMENTS, VERIFY ALL ON SITE D Revised for Building Approval 11-02-08
ROBERT PATTERSON
DIMENSIONS AND LEVELS PRIOR TO THE
COPYRIGHT : No reproduction of all or part C Revised for Building Approval 05-02-08
QBSA Lic.No. 1095554
of this drawing may be undertaken without the COMMENCEMENT OF ANY CONSTRUCTION. ARK PROJECTS LOT 344 (No.16) SEAHORSE PL, NOOSA WATERS
fax : (07) 5449 1899 B Preliminary Approval-Revised 31-01-08
m : 0401 394 964
express written permission of the author. CONTRACTOR TO NOTIFY DESIGNER IMMEDIATELY
CLIENT JOB DESCRIPTION
ISSUE DESCRIPTION DATE
D W G N O. 7028 02
DESIGN to DETAIL OF ANY DISCREPENCIES.
Page 3
B
A
6,800
35.479 m 17deg. 30'
250 4,400 250
450
3,60
D.P
1,80 0
0
12 06
3 DEG FALL
1,60
7 open'g
POOL BELOW
Fascia & Gutter
D.P
190
frameless glass
balustrading
BED RM 2
24-28SD
600
1830 AWN
4,500 o/ha
ng
(CPT)
BALC
4,000
ng
o/ha
5 DE
5,07
6
G FA
LL 2 70
580
70 2,740 250
600
600 6,580
250
6,00
0
770
3x 24 06 GLV
5,50
70
0 2x 18 045 GLV
OBSCURED
SEAHORSE PL.
shwr
ENS
20.000 m
20.000 m
1,754
face fixed framelss glass 250
ROBE
250
balustrade to 1m min. height
V
093 hidden cistern
6 GL
6 GL
V
6,380
240
BALCONY 1 24 30 FG
/GLV 820 wall mounted basin
1 DEG. FALL
24 24
low wall behind
SLAB
FG/GLV
LANDING
1 DEG. FALL
0 SD
250 107deg 30'
107deg 30'
6
1831 FG
5,00
SLAB
243
MASTER s/steel h/rail
VOID 690 1,270 VOID
C BED RM C
V
6 GL
(CPT) 18 10 24 08
FG butt open'g
240
70
2406 GLV
1 2 3 4 5 6 7 8 9 101112131415161718
D.P
70
250
18 10
90 1,600
obscure
250
1,100
FG butt flat roof over
LANDING
820
shwr
820
(CPT) entry gate
820
70
70 520
LINEN
24 36 open'g
D.P
2436 GLV
ROOF timber wall
ENS
4,700
24 16
BED RM 3
1827 AWN
4,470
3 DEG. FALL
1 DEG. 3,720 1,500 400x200mm corbelling
250 1,820
SGD
W.I.ROBE
N
FALL shwr (CPT) over garage door belowroof
3,300
LIBRARY
5 AW
(CPT) ENS
770
(CPT)
151
door built-in
wc to cabinetry
770
250 450
1812 GLV
D.P 1809 GLV D.P 1530 AWN
250
250
250
obscure wall mounted basin
low wall behind
400 x 150mm hood hidden cistern BOX GUTTER
250 3,290 70 3,600 35.479 m 17deg. 30' Parapet 3500 H
20
2,097 250 8,150 70 700 90 3,370 250
B
A
PROPOSED FIRST FLOOR PLAN
SCALE 1 : 100
LEGEND : 0 5m
awn awning hp hot plate
cas casement rh range hood
fg fixed glass dw dish washer
glv glass louvre mw micro-wave
m mullion ref refridgerator
sd sliding door wm washing machine
dp down pipe dry dryer
ubo under bench oven FP Fire Place
pty pantry WC Water Closet (Toilet)
cup'd cupboard
NOTES :
Where notes refer to 'selected' please refer to Architects Specification
Where notes refer to 'future detail' please refer to Architects Specification
unless location indicated otherwise.
All work to comply with Building Code of Australia and its most current
amendments, this construction being of class 1.
Before commencing construction, all dimensions, existing levels,
finished levels & site services are to be verified are to be verified.
Architectural drawings are to be read in conjunction with any
associated consultants drawings.
FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER
DESIGN / DRAWN : BUILDER : SCALED MEASUREMENTS, VERIFY ALL ON SITE D Revised for Building Approval 11-02-08
ROBERT PATTERSON
DIMENSIONS AND LEVELS PRIOR TO THE
COPYRIGHT : No reproduction of all or part C Revised for Building Approval 05-02-08
QBSA Lic.No. 1095554
of this drawing may be undertaken without the COMMENCEMENT OF ANY CONSTRUCTION. ARK PROJECTS LOT 344 (No.16) SEAHORSE PL, NOOSA WATERS
fax : (07) 5449 1899 B Preliminary Approval-Revised 31-01-08
m : 0401 394 964
express written permission of the author. CONTRACTOR TO NOTIFY DESIGNER IMMEDIATELY
CLIENT JOB DESCRIPTION
ISSUE DESCRIPTION DATE
D W G N O. 7028 03
DESIGN to DETAIL OF ANY DISCREPENCIES.
Page 4
35.479 m 17deg. 30'
1,106
4,500
1,556
2,378
2,812
2,857
line of roof below
D.P
D.P
4,500 line of wall below
line of wall below
750 o/hang
Fascia & Gutter
4,900
5 DEG. FALL
600 o/hang 6,000
line of balcony below
20.000 m
20.000 m
600 o/ha
line of wall below
T
PARAPE
ng
r
Gutte
ia &
107deg 30'
107deg 30'
parapet
Fasc
3 DEG. FALL wall
5 DE
G FA
LL
3 DEG. FALL
D.P
PARAPET
800 o/hang
Fascia & Gutter
D.P
ROOF
5 DEG. FALL
3 DEG. FALL
line of wall below
line of wall below
line of parapet wall below
D.P D.P
Fascia & Gutter
450
Fascia & Gutter
1,500
line of roof below line of wall below
BOX GUTTER
ALL RAISED ROOFS SHOWN AT 22 DEG. 35.479 m 17deg. 30'
PROPOSED FIRST FLOOR ROOF PLAN
SCALE 1 : 100
0 5m
FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER
DESIGN / DRAWN : BUILDER : SCALED MEASUREMENTS, VERIFY ALL ON SITE D Revised for Building Approval 11-02-08
ROBERT PATTERSON
DIMENSIONS AND LEVELS PRIOR TO THE
COPYRIGHT : No reproduction of all or part C Revised for Building Approval 05-02-08
QBSA Lic.No. 1095554
of this drawing may be undertaken without the COMMENCEMENT OF ANY CONSTRUCTION. ARK PROJECTS LOT 344 (No.16) SEAHORSE PL, NOOSA WATERS
fax : (07) 5449 1899 B Preliminary Approval-Revised 31-01-08
m : 0401 394 964
express written permission of the author. CONTRACTOR TO NOTIFY DESIGNER IMMEDIATELY
CLIENT JOB DESCRIPTION
ISSUE DESCRIPTION DATE
D W G N O. 7028 04
DESIGN to DETAIL OF ANY DISCREPENCIES.
Used in these records
07/2606 - Response to Information Request - Part 1 [As Published]Related documentApplication case desk ↗
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