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35817 plans
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Plans and drawings
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Log in to see the plans as drawn GENERAL NOTES STORMWATER SITE GENERAL NOTES
PROPOSED RESIDENCES 001
DRAWING LIST
SITE PLAN & GENERAL NOTES
DO NOT SCALE OFF DRAWINGS.USE FIGURED
DIMENSIONS.
DRAINAGE IN ACCORDANCE WITH A.S 3500. TO BE DISCHARGED
TO WATER TANK AS PER HYDRAULIC CONSULTANTS
DRAWINGS
ALL BOUNDARY CLEARANCES SHOWN ARE TO BE VERIFIED BY
BUILDER AT SETOUT & PRIOR TO ANY CONSTRUCTION
002 FLOOR PLAN
LOT 8 HINTERLAND CLOSE 003
004
005
ELEVATIONS
SECTIONS
SLAB & FLOOR PLANS
WE THE DRAFTSMEN & DESIGNERS HEREFORE TAKE NO
RESPONSABILITY FOR THE SITE DETAILS AS SHOWN IF
CHANGES OR ALTERATIONS ARE MADE TO THE PLAN
OTHER
ALL WORK TO BE IN ACCORDANCE WITH THE REQUIREMENTS
OF THE NATIONAL CONSTRUCTION CODES
COMMENCING.
STABILISED CUT & FILL BATTERS TO BE A MINIMUM OF 1000mm
AWAY FROM FOOTINGS
TINBEERWAH 006 3D VIEWS
FLOOR AREAS
DURING OR PRIOR TO CONSTRUCTION WITHOUT
WRITTEN NOTICE AND APPROVAL. CONCRETE FOOTINGS AND SLAB TO BE CONSTRUCTED IN
ACCORDANCE WITH AS2870 & ENGINEERS DRAWINGS.
CUT/FILL INICATED ON PLAN MAY VARY AT CONSTRUCTION
STAGE, BUILDER TO VERIFY AND ADJUST AS REQUIRED.
BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS ON
DECK 5.41 m² PLAN BEFORE COMMENCEMENT OF PROJECT AS NO PROVIDE BRACING AND TIEDOWN TO TIMBER FRAMING IN ANY VARIATION TO SITE WORKS AT CONSTRUCTION STAGE IS TO
FIRST FLOOR 235.77 m² RESPONSABILITY TAKEN AFTER STARTING ACCORDANCE WITH AS 1684.2/1684.3. REFER TO ENGINEERS COMPLY WITH THE COUnCILS POLICY ON EARTHWORKS AND
DRAWINGS FOR DETAILS. DRAINAGE FOR RESIDENTIAL SITES
GARAGE 77.09 m²
BUILDERS RESPONSIBILITY TO ENSURE COMPLIANCE
POOL 29.86 m²
WITH RELEVANT CODES & REGULATIONS. EXTERNAL FITTINGS AND FIXTURES TO BE HOT DIP SITEWORKS INDICATED ON THIS PLAN AREA FOR CONSTRUCTION
VERANDAH 63.9 m² 2 GALVANISED OR CORROSION RESISTANT MATERIAL. PURPOSES ONLY. IT IS THE CLIENTS RESPONSABILITY TO CARRY
WATER TANK 50.89 m² DRAWINGS TO BE READ IN CONJUNCTION WITH ALL OUT ALL LANDSCAPING DRAINAGE & RETAINING IF NECESSARY
462.93 m² CONSULTANTS DOCUMENTATION SMOKE ALARMS AFTER COMPLETION OF CONSTRUCTION.
SITE AREA 5593.764 m PROVIDE SMOKE ALARMS TO RESIDENCE IN ACCORDANCE WITH
SITE COVER 345.13 sqm (6.16%) FLOOR FINISHES AS SELECTED BY OWNER PART 3.7.2 OF THE N.C.C VOL 2 ALARMS SHALL BE ALL LANDSCAPING AND SCREENING TO LOCAL COUNCIL
CONNECTED TO MAINS POWER. REFER TO ELECTRICAL REQUIREMENTS AS REQUIRED.
ELECTRICAL METRE BOX, EXTERNAL HOSE COCKS, DRAWINGS FOR DETAILS.
CEILING, MAN HOLES & RC PAD FOR HOT WATER CONTOURS AND LEVELS SHOWN ON PLAN ARE TAKEN FROM
CYLINDER TO BE DETERMINED BY BUILDER ON SITE & WET AREAS LEVELS SUPPLIED BY SURVEYOR AND NO RESPONSABILITY IS
CO-ORDINATED WITH OWNER PROVIDE WATERPROOFING TO WET AREAS. PROVIDE F.C LINING TAKEN FOR ACCURACY OR SUBSEQUENT CUT / FILL LEVELS.
SUITABLE FOR WET AREA CONSTRUCTION TO WET AREA
CONSTRUCTION WALLS IN ACCORDANCE WITH N.C.C VOL. 2 PART 3.8.1. BUILDING PADS CUT TO ALLOW GROUND WATER TO DRAIN AWAY
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE FROM DWELLING ALL ROUND MIN 1:20 FALL
BUILDING CODE OF AUSTRALIA AND LOCAL GOVERNMENT
REGULATIONS. WET AREA FLOORS TO FALL 10mm MIN. TO F.W. USE LOCATION OF EXISTING SERVICES TO BE VERIFIED BY BUILDER
ONLY APPROVED FLOORING IN WET AREAS OVER TIMBER PRIOR TO CONSTRUCTION
STRUCTURE TO COMPLY WITH A.S 3740. TERMITE PROTECTION
PROVIDE BARRIER TERMITE PROTECTION AS PER A.S 3660.1 SITEWORKS TO COMPLY WITH N.C.C VOL 2 PART 3.1.1
ENERGY EFFICENCY AND N.C.C VOL. 2 FIGURE 3.1.3.2 EARTHWORKS. DRAINAGE TO COMPLY WITH N.C.C VOL 2 PART 3.1.2
TO COMPLY WITH N.C.C ENERGY EFFICENCY VOL. 2 PART 3.12. DRAINAGE. REFER TO ENGINEERS DRAWINGS FOR ANY ADDITIONAL
REFER TO ENERGY EFFICENCY REPORT BY OTHERS FOR ENERGY BUSH FIRE ATTACK DETAILS
EFFCIENCY REQUIREMENTS BAL RATING PENDING
ANY RETAINING WALLS 1000mm OR HIGHER TO ENGINEERS DESIGN
STEELWORK MASONRY & APPROVAL
ALL STEEL WORK TO COMPLY WITH AS 4100- STEEL STRUCTURES ALL MASONRY WORK TO COMPLY WITH A.S 3700
& N.C.C VOL 2 PART 3.4.2 CONSTRUCT MASONRY CONTROL JOINTS AT LOCATIONS SHOWN POSITION OF RETAINING WALLS & EMBANKMENTS MAY VARY
ON ENGINEERS PLANS ACCORDING TO SITE WORKS AND BUILDER TO VERIFY AND ADJUST
WINDOWS AS REQUIRED.
ALUMINIUM & GLAZING IN ACCORDANCE WITH A.S 2047 & N.C.C NOTES ON See the original
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Full text of sections 2 to 4 (of 18)
Section 2
EXISTING
PART 3.6 GLAZING EXISTING TOP PLATE, CEILING & SOFFIT HEIGHT & WIDTHS, DIMENSION SHOWN IN MILLIMETERS. ALL LEVELS SHOWN TO A.H.D.
ROOF PITCHES SHOWN INDICATIVE. BUILDER TO CONFIRM ON
SEWER SITE PRIOR TO CONSTRUCTION. CONTOUR & LEVEL INFORMATION SUPPLIED BY SURVEYORS
Ht
4 9
2.
12
8
12
3.
0 PROPRIETARY SEPTIC TANK SYSTEM. REFER TO SPECIALIST
CONTRACTORS DRAWINGS FOR DETAILS
1 123
123
0
IT IS RECOMENDED THAT A LICENCED SURVEYOR TO BE ENGAGED
4.
RETAINING WALL TO ENGINEERS
12 23
3.
12 9 3
3.
TO SET OUT BUILDING
0 8 12
5.
DETAILS SHOWN INDICATIVE BUILDER
12
0
6
693
5
3.
12
TO BATTER SITE AROUND TO SUIT ES
EAV
4 6
5. 65
0. 68
10100.
12
d
.96
O
99
100
Sp
T 5
SEW
2
5. 10
2.
42
2.
70
12 10
244
28.0 34' 0
1
5 10
6 0 1 01
7.
m
1.1
10
12
9 15
28
16
7 2 2 0"
RP
CONCRETE DRIVEWAY
°
62 0"
2
4
10
6
"
.
' 00
.06
28
33
SEWERAGE TANK & EVAP 3
102
4°
5 01 '
24
m
693
51
3.
0 10
.50 "
53
°
' 20
103
00
4°
15 4
15
DRIVEWAY CROSS OVER TO BE IN
12
103
1 3.
1
0.2 10
PIT SHOWN INDICATIVE
11
7 15
TO
28
Section 3
16
RP
6
3 9 11
1.4
104
5.
WA
0 06
15 12 7 10
7.
6.
ACCORDANCE WITH COUNCILS
63
6. 12
7
10
6.
T re 0.7 0 m m
0.2
11 02
6.
2 18
104
12 10
L
13
Ht pd
4.
e m
10
610 L
S
T re 0.8 2 m m
5 105
Proposed
41
2 20
8 2.9 6.
11 10
5.9
11
e m
Ht pd
T re 0.4 8 m m
S
9
8.2
1 10
STANDARD REQUIREMENTS
11 105
223 45.64
88
5.
Ht pd
e m
10
2 8
T re 0.6 0 m m
0
S
6.0 13 85
11 116.1 6.2 3
2 22
6.3 5.
11 1 3.2 10
TO
11
LANDSCAPING
6.2 11
Ht pd
11
e m
9 3 8
S
7.9 7.9 0.4
11 11 11
29
106
106 8.
10
EA °2 5m
m 15
tC
E 28
16
RP
6
3.2 52
11
Residence
9. 9
T re 0.7 4 m m
10
VE
1.2
45
2 Section 4
20
11
107
107 .6 "
6'
45
' 40
Ht pd
51
e m
7. 25
10
S
3°
22
S
2
8.4 3
11
6.9
40"
5 11
CORE FILLED RC BLOCK RETAINING WALLS
8.5 8 108
11 4.9
11
6 108
3 2.6
11 1
e
2 2.4
0.4
GI itum 8.73
11
B 11 D
8.7
T re 0.3 0 m m
11 65
RL AH
11 8.
N en
1 10
0 10
M in
9
e
6.3
109
TB a il
11 0.9 0
T re 0.5 2 m m
e m
Ht pd
11 1.5
4
2 10
11
S
8 4.8
Tr
11
7 6
T re 0.3 8 m m
e m
Ht pd
24 15 m
7. 7.8
109
10
11 21
T re 0.6 3 m m
S
9.
T re 0.6 m
10
15
9
REFER TO ENGINEERS DRAWINGS FOR DETAILS
Ht pd
Ht pd
12
e m
e m
8 5.1
110
1
7.3 11
e m
Ht pd
S
S
2 11 3
2
6.2 9
S
9.3 11 0.9 The text continues on section 5.