Original source · versioned page text
18 Yatama Drv - WD 15.04.21 (1)- Shed Plotted
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Schedule of Pages:
Layout Name: Page:
Cover Page 1
Site Plan 2
Site Plan 3
Slab Plan 4
Floor Plan 5
Steven Turvey Roof Plan
Elevations
6
7
Sections 8
Typical Sections 9
6 & SP253957 Typical Tie-Down Details 10
18 Yatama Plc,
Electrical 11
Cabinetry 12
Cooroibah Cabinetry
Cabinetry
13
14
Cabinetry 15
Cabinetry 3D 16
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE:
CLIENT: PROJECT ADDRESS: PROPOSED NEW RESIDENCE 1 A3
I/WE HAVE CHECKED THE PLANS AND AGREE THAT
THEY ACCURATELY DEPICT THE HOUSE FOR
MM MM CONCEPT DRAWINGS FOR PRICING 25.01.21
CUSTOM Steven Turvey JOB NUMBER: MM MM CONSTURCTION SET INC. AMENDS 26.03.21
CONSTRUCTION.
6 & SP253957 Job Number MM MM RFI AMENDS 15.04.21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD DRAWING TITLE: 18 Yatama Plc, SALESPERSON:
QLD QLD Cooroibah Chris Mcneil OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257143 Cover Page 26.03.21 BUILDER SIGNED: ............................. DATE: ..........
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Full text of sections 2 to 5 (of 17)
Section 2
BUSH LAND
No Mk
No Mk ? Searched
? Searched 5.297
01°12'
(114.717) No Mk
? Searched
52.97
52.97
5
5
COV G
50.856
No Mk
? Searched
6.34
181°12'
No Mk 106.51
? Searched
14.85
No Mk
? Searched
17
16
20.34
19
18
No Mk
? Searched
8 25
Proposed dwelling
py
TBM Nail in Dum 21
26
27
AHD RL / m 14.8
9
EMT
13
11
12
10 14
15 22
20
6
H
24
29
7
32 33
Surveyed Area
hws
28 31
27
5 30
23
251°5
(158.3
4
3 34
Existing
GI House
37
Weatherboard &
4'35"
17)
m/b
36
Well Away
35
42
80°40'20"
2 38
(136.58)
1
39
46
(159.2
40
251°5
41
45
43
47
44
85)
4'35"
py
TBM 2 Nail in Dum
5
AHD RL / m 15.1
Existing
House
Well Away
48.927
(39.6) Peg
170°40'20" Found
170°50'10" Peg
5.061
Peg Found
Peg EASEMENT H
Found
Found
EASEMENT H
Site plan 1:1000
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE:
CLIENT: PROJECT ADDRESS: PROPOSED NEW RESIDENCE 2 A3
I/WE HAVE CHECKED THE PLANS AND AGREE THAT
THEY ACCURATELY DEPICT THE HOUSE FOR
MM MM CONCEPT DRAWINGS FOR PRICING 25.01.21
CUSTOM Steven Turvey JOB NUMBER: MM MM CONSTURCTION SET INC. AMENDS 26.03.21
CONSTRUCTION.
6 & SP253957 Job Number JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD DRAWING TITLE: 18 Yatama Plc, SALESPERSON:
QLD QLD Cooroibah Chris Mcneil OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257143 Site Plan 26.03.21 BUILDER SIGNED: ............................. DATE: ..........
Section 3
NOTE:
MIN. 5000L RAINWATER TANK TO RECEIVE RAINFALL FROM A MIN.
100 m2 OF ROOF OR HALF THE PROPOSED ROOF AREA WHICH
EVER IS THE LESSER. TANK CONNECTED FOR EXTERNAL & INTERNAL
USE FOR TOILET CISTERNS, WASHING MACHINE & COLD WATER TAPS
(QDC PART 4.2 WATER SAVINGS TARGET)
SITE NOTES: OWNER RESPONSIBILITY NOTES:
-POSITION OF DWELLING TO BE CONFIRMED BY COV G
CLIENT PRIOR TO ANY SITE WORKS -IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ALL WEATHER ACCESS TO BUILDING SITE
-ALL STORM WATER, DOWN PIPES, RAIN WATER -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE TREE REMOVAL, INCLUDING
50.856
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED OBTAINING ASSOCIATED PERMITS, AND TO PROVIDE A SITE CLEAR OF ANY VEGETATION
BY THE HYDRAULIC CONSULTANT/PLUMBER IN OR DEBRIS TO SATISFACTION OF BUILDER PRIOR TO COMMENCEMENT OF SITE WORKS
ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2 AND -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE REMOVAL OF ANY SITE SPOIL/STOCK
QDC MP4.2/LOCAL PLANNING SCHEME HOUSE PILES TO THE SATISFACTION OF THE BUILDER PRIOR TO COMMENCEMENT
CODE OF BUILDING WORKS OR A VARIATION WILL BE INCURRED FOR ASSOCIATED COSTS
-BUILDER TO ENSURE THAT ACTUAL SEWER LINE - ANY WALLS CONSTRUCTED ON THE BOUNDARY, WILL REQUIRE THE CLIENT/S
AND MANHOLE POSITIONS MATCH THOSE AS TO REMOVE THE BOUNDARY FENCE PRIOR TO CONSTRUCTION
SHOWN -BASED ON LOCAL AUTHORITY
DOCUMENTS. ANY DISCREPANCIES MUST BE
BROUGHT TO THE ATTENTION OF BUILDER AND ?No Mk
Searched
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION
6.34
-BUILDER TO DETERMINE APPROPRIATE
PLATFORMING METHOD ON SITE PRIOR TO
181°12'
COMMENCEMENT OF ANY WORKS. FINISHED ?No Mk 106.51
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL Searched
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO COV G
COMPLY WITH NCC VOL 2 3.1.2.3
No Mk
-THE FINISHED SURFACE IMMEDIATELY Searched
14.85
SURROUNDING THE BUILDINGS TO COMPLY WITH
.33
14
.18
NCC VOL2, 3.1.3.
14
.05
14
-SURFACE DRAINAGE IS TO DISCHARGE EVENLY 5
.86
WITHIN THE SITE AND WITHOUT NUISANCE TO
13
ADJOINING PROPERTIES.
?No Mk
.80
25,366
13
-ALL SUB-FLOOR AREAS MUST BE GRADED TO
AVOID THE PONDING OF WATER. Searched
approx. location of 60000L water tank
13
-CUT AND FILL BATTERS NOT TO EXCEED A
.75
including 5000L available for fire purpose
MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
.69
13
THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
.57
14
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON Site Plan
.03
SLOPING SITES.
14
fill batter
-1000 MAXIMUM HIGH TIMBER RETAINING WALLS 7
WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
STORMWATER LINE) AND GRANULAR BACKFILL
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
.69
y
251°5
TBM 1 Nail in Dump
14
AHD RL / m 14.827 328.0 m2 29,218
SITE ONLY IF INDICATED ON THE PLANS.
(158.3
FILL
.24
18.00
15
.48
-THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
14
14
m .0
0
10.07
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
4'35"
hatched area denoted fill
7,500
ABOVE FINISHED GROUND LEVEL, ONLY IF
17)
12.00 m
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL. SHED Existing Proposed Dwelling
hws
Shed
]
[with Existing Power Pad Level - 14.50
ALL PROPOSED FINISHED FLOOR LEVELS TO BE FFL - 14.80 Existing
CHECKED AND VERIFIED
EMT
Weatherboard
23,113 14
.2
5
ON SITE TO COMPLY WITH MINIMUM BUILDING
.83
.58
17.89
& GI House
14
14
.13
REQUIREMENTS, FLOOD LEVELS m
15
7.46
Well Away
.28
.98
AND LOCAL COUNCIL REGULATIONS, PRIOR TO 8.00 m
14
4
14
m/b
Water Tank
H
CONSTRUCTION
cut batter
SEWERAGE TO LOCAL COUNCIL DESIGN ROOF
.92
14
15.2
4
WATER TO DISCHARGE INTO RAINWATER TANK AND
OVERFLOW INTO EXISTING COUNCIL SYSTEM 15.2
3
.79
14
NOTE: BUILT-TO-BOUNDARY ALLOTMENTS ONLY - 15.1
.93
3
14
SURVEYOR SETOUT REQUIRED, AND CERTIFICATE
251°5
TO BE SUBMITTED TO BUILDING CERTIFIER PRIOR
(159.2
15.2
0
TO FINAL APPROVAL. ENSURE NO ENCROACHMENT 14.5
OVER BOUNDARY, INCLUDING GUTTER
0
4'35"
y
TBM 2 Nail in Dump
Gra
vel 3
85)
D rive AHD RL / m 15.15
NOTE: ALL WINDOWS AND GATES OPENING INTO 15.1
wa
y
.58
9
14
.90
POOL ENCLOSURE TO COMPLY WITH POOL SAFETY
14
.76
Yatama Place
14
14
REQUIREMENTS (ALL LOUVRES MAX, 100mm
.75
BLADES) POOL FENCING TO SPECIALIST 15.1 15.0
4 0
CONTRACTORS SPECIFICATIONS - PLANS SHOWN
46,966
INDICATIVE ONLY.
43,078
ALL EXISTING SEWERS AND EASEMENTS ON SITE
SHOULD BE LOCATED PRIOR TO CONSTRUCTION
NOTE: ORIGINAL DETAIL LAND SURVEY
UNDERTAKEN BY: AXIS SURVEYORS
15
.0 4
G
ra
ve
15
l
.1 2
D
SITE AREA SCHEDULE:
ri v
ew
ay
SITE AREA: 14669m2
170°40'20" Gate
Peg
Found
15.
170°50'10"
15
SITE COVER: GROUND 651.4m2 (4.5%)
48.927
20
.2 2
Peg
.5 8
Found
15
Peg 5.061 Peg (39.6) Telstra
15.2
15.25
COUNCIL: NOOSA COUNCIL Found Found Power Pol9e
1
.5 1
# 142872
15.29
15
15.
32
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE:
CLIENT: PROJECT ADDRESS: PROPOSED NEW RESIDENCE 3 A3
I/WE HAVE CHECKED THE PLANS AND AGREE THAT
THEY ACCURATELY DEPICT THE HOUSE FOR
MM MM CONCEPT DRAWINGS FOR PRICING 25.01.21
CUSTOM Steven Turvey JOB NUMBER: MM MM CONSTURCTION SET INC. AMENDS 26.03.21
CONSTRUCTION.
6 & SP253957 Job Number JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD DRAWING TITLE: 18 Yatama Plc, SALESPERSON:
QLD QLD Cooroibah Chris Mcneil OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257143 Site Plan 26.03.21 BUILDER SIGNED: ............................. DATE: ..........
Section 4
footings & slab construction to be in
accordance with geotechnical report &
engineers design for this allotment.
termite protection to be provided in
accordance with AS 3660.1
5,240 6,070 18,440 4,040 5,430
NOTES:
- termite protection is to be provided in
accordance with ncc vol 2, 3.1.4 and as 3660.1.
- provide a statement of protection method
from a termite management professional in
3,090 19,740 5,080 conjunction with these drawings at the time of
submission for building application approval
- all wet areas to be constructed to comply
5,090 3,400 with the NCC vol 2, part 3.8.1
wa
- builder to ensure that falls, water stop angles,
5,000
bond breakers & hobs are in accordance with
as 3740
1,000
- refer to engineers details for hold down &
bracing plans, all steel/timber sizing & fixing
2,500
4,340 5,280
wa details, slab & footing details and lintel sizing &
30mm door rebate fixing
4,100
4,320
perimeter footings to perimeter footings to - waste pipe setout dimensions are
50mm slab rebate structural engineers spec. structural engineers spec. approximate. see manufacturer details.
3,100
for shower - door rebates setout dimensions are subject to
30mm door rebate 30mm door rebate
step down
1,470
door manufacturer details
1,470
1,600
1,690
4,590 6,000 1,410 6,000 440
vanity floor wastes are in wall frames (vanities
1,470
are wall hung)
- puddle flanges to be installed correctly to
1,020
9,340
showers (allow natural fall)
2,490
970
ls
970
vb
1,370
vb
6,020
1,300
6,320
1,305
3,790
2,275
sh LEGEND:
4,930
ks - kitchen sink
4,800
1,345 50
wa
wc
2,325
wa
bath drain location
subject to model vb - vanity basin
E CK 50mm slab rebate
CH
3,670
900
wc - water closet
508
for shower
3,955
38, 1,940
fw - floor waste
vb wc
lt - ldry tub
285
provide elec. conduit sh - shower drain
600
5,055 2,015 970 300 ks
9,340
to island bench
8,340 wa - wet areas
5,055 7,070 8,040
14,310
11,850 185 200 7,445
6,250 7,625
2,090
5,710 7,145
4,360 5,355 7,060 8,590 9,540 7,830
355 7,645
4,360 995 540 1,375 965 950 19,680 7,445
890
fw
805
vb
reinforced concrete
1,610
1,610
wa
4,845
2,410
slab and footings to structural
wa
450
sh wc
engineer's specifications
7,470
bath
3,640
4,040
vb
185
3,455
3,590
FFL - 14.80
920
50mm slab rebate
70
sh for shower
2,670
3,490
950
3,455
fw
2,900
wa
500
1,720
vb
1,220
step down
16,810
720
500
wc
garage door rebate garage door rebate
220
720
500
perimeter footings to
structural engineers spec.
4,210 2,900 2,930
wa wa
5,390 2,680 70 1,900
wa wa
6,000
5,060 3,830 9,690
22,310
3,470 7,330 18,580 9,840
3,470 10,800 29,380 39,220
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE:
CLIENT: PROJECT ADDRESS: PROPOSED NEW RESIDENCE 4 A2
I/WE HAVE CHECKED THE PLANS AND AGREE THAT
THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM
MM MM CONCEPT DRAWINGS FOR PRICING 25.01.21
CONSTRUCTION.
Steven Turvey JOB NUMBER: MM MM CONSTURCTION SET INC. AMENDS 26.03.21
6 & SP253957 Job Number MM MM RFI AMENDS 15.04.21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD DRAWING TITLE: 18 Yatama Plc, SALESPERSON:
QLD QLD Cooroibah Chris Mcneil OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257143 Slab Plan 15.04.21 BUILDER SIGNED: ............................. DATE: ..........
Section 5
wall legend
39,220 - masonary veneer (finish as per elevations)
- 70mm timber frame (uno)
5,240 6,070 18,440 4,040 5,430 - 40mm air gap (uno)
- 10mm plasterbaord lining
220 4,800 220 6,220 70 3,000 70 7,500 1,010 6,420 220 4,040 220 4,990 220 - 6mm villaboard (wet areas only)
4
220 4,800 70 3,400 70 2,900 70 3,000 70 7,520 70 850 70 6,420 70 1,940 70 2,330 70 4,990 220
1 3 - light weight cladding (as selected)
220 3,400 70 1,330 70 1,670 70 1,660 70 2,900 70 2,100 70 15,830 70 4,340 70 4,990 220 - 70mm timber frame (uno)
2 - 10mm plasterboard lining
- 6mm villaboard ( wet areas only )
a
b
- 10mm plasterboard lining
- 70mm timber frame (uno)
890 - 10mm plasterboard lining
- 6mm villaboard ( wet areas only )
DP DP HC DP DP DP DP
beam to eng. design beam to eng. design beam to eng. design beam to eng. design (refer to floor plan for feature wall
C3 C3 C3 C3 C3 locations if applicable)
140
140
140 4,618 140 4,708 140 4,708 140 4,708 140
legend
2,500
smoke detector hard-wired and
SD - interconnected in accordance
with NCC 3.7.5
5,000
DP DP
5,000
5,000
2406 L 2424 F 2406 L gas bottle location in accordance
Alfresco G -
4,860
4,860
with AS5621
bbq
2406 L
220
2406 L
6,470
2406 L
C1 - denotes 350 x 350 brick pier (cladding tbc)
2,500
C2 - denotes 350 x 700 brick pier (cladding tbc)
2131 stacker
4,100
4,100
4,100
220
DP DP
C3 - denotes 140 x 140 timber post
2460 stacker 2460 stacker
Bed 1 0925 F
5,000
DP
220
220
4 x shelves
1,310
1,470
2409DH
1,600
1,310
WALL LEGEND
70 400 70
2409 F 2409 2409
2406 L DP 2406 L DP DP 2412 F 2406 L
stone clad to fire place MASONARY VENEER
2406 L
220
as selected 820
9,340
820
220
220
220
rak - 70mm TIMBER FRAME (UNO)
3,900
Butlers ed - 40mm AIR GAP (UNO)
d/s fire place
70 1,510
1,600
- 10mm PLASTERBAORD LINING
2,590
820
Dining Family
2409DH
- 6mm VILLABOARD ( WET AREAS )
70
Theatre
5,800
wm
2,830
Bath 2
3,600
820
f/f notes: LIGHT WEIGHT CLADDING (as selected)
Study csd
Ldry
400
4,200
4,200
wir Ens 1 820 - 70mm TIMBER
refer to engineers FRAME
drawings (UNO)
for beam locations/
1200 sizes - 10mm PLASTERBAORD LINING
70
90
pty 4,000
0320 F
- 6mm VILLABOARD ( WET AREAS )
3,830
bedrooms windows above 2m from surface
beneath must comply with ncc 3.9.2.6
70
70
2409DH
Cellar
2,500
internal door heightsWALLS
to be 2340mm u.n.o
2,500
INTERNAL
2,410
2 x 720
2 x 620 2 x 620
robe
1,900
SD - 70mm
lights TIMBER
& outletsFRAME
subject(UNO)
70
70
SD f/f position of to frame
1,500
rak
1,260
720 ed clearances - 10mm PLASTERBAORD LINING
SD
820
920
hws
820
- 6mm VILLABOARD ( WET AREAS )
530
530
530
70 70
robe 820 broom linen linen 820 shelves linen flywire screens to openable window sashes u.n.o
DP
(refer to floor plan for feature wall
720 1215 F lift-off hinges to wc's
locations ( unless door swing 1.2m clear
if applicable)
90
14,310
70
90
90
90
90
90
)
220
2409 L
2 x 720 (internal window)
24,810
820
1,400
Kitchen centre windows & doors in rooms u.n.o
1,910
1,910
1,910
1,910
1,910
raked
2409DH
c SD SD c/t
bar
c stud spacing to shower area walls 300mm max
2409 L
csd provide nogging @ 900mm a.f.l for towel rails & @
650
820 w/o app 500mm a.f.l
SMOKE for p.holders
DETECTOR HARD-WIRED AND
820 INTERCONNECTED IN ACCORDANCE
window sizes shown are nominal only & may vary
90
90
90
1,610 90
1,410 90
mech. vent. mech. vent. 9 x 600 x 1800 louvres above WITH NCC 3.7.5
depending on manufactures specifications and
720
exact sizes
2406 L
SD Pdr SD
Bath 1 SD manhole location tbc on site & subject to re
800
2,410
location by builder
Garage
robe
wir 2
2,910
820
2409DH
csd
locations for all heating & cooling units, solar
7,400
7,400
7,470
90
csd panels, man holes & whirly birds and the like are
7,470
70
1700 The text continues on section 6.