proposed units 7&8 hills drawings.pdfproposed units 7&8 east hills drawing no.003 857 1,457...
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CONTENT
001
002
003
004
005
006
007
008
009
010
011
012
COVER SHEET
SITE PLAN
FLOOR PLAN
ELEVATIONS N/S
ELEVATIONS E/W & SECTIONS
JOINERY DETAIL
LAUNDRY
BATHROOM & KITCHEN
KITCHEN ELEVATIONS
SLAB PROFILE
SLAB PROFILES
STAIRS PROFILE
DETAIL SECTION
PROPOSED UNITS 7&8EAST HILLS
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.001
2,00
0 1,00
04,500 2,300
800
800
800
800
1,00
0
1,200
LIMIT OF CONTRACT
WATER METERSWATER METERS
RL
1.50
0
RL
2.20
0
RL
2.50
0
RL
2.70
0
RL3
.000
EXISTING 150 V.C.P. SEWER
25 DIAM. EXISTING COLD WATER SUPPLY
11,000
3,00
02,
000
2,612 2,000
1,500 1,000
800
6,00
0
CONCRETE PATH AS SPECIFIED- BROOMED FINISH
MOWING STRIP AS SPECIFIEDSTORM WATER TANK HATCH
PROPOSED UNITS 7 & 8
EXISTING DRIVEWAY
EXISTING UNITS 5 & 6
EXTEND DRIVEWAY
GARDEN BED
GARDEN BED
GA
RD
EN
BE
D
GA
RD
EN
BE
D
TURF AS SPECIFIED
TURF AS SPECIFIED
N
SITE PLANSCALE 1:100 @ A3
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.002
N
W03
12345678
W07W08
D16
W04
W06 W05
D06D05
D07
5,26
5
1,210 1,210 1,810 1,810 1,810 1,81071
0
710
5,26
5
1,810 1,210 800 280
1,00
0
280 1,650 110 2,200 110 2,345 280 2,460 110 2,335 280 3,390 280
6,975 4,905 3,950
15,830
280 2,680 1,280 110 8,715 110 2,375 280
3,960 2,505 905
280
1,62
011
02,
975
280
920
110
2,96
5
850
280
2,15
511
02,
440
280
3,99
5
1,300 1,745 915
1,02
51,
130
1,12
490
0
2,000
A
A
112
412
QUARRY TILES TOPORCH SLAB ANDSTEPS
BULKHEADOVER
ROOF LINE OVER
ROOF LINE OVER
LINE OF BALC. OVER
SER
VIC
E D
UC
T
QUARRY TILES
W'ROBE
C. TILES
D.P.
D.P.
UNIT 7
VINYL SHEET
C. TILESMS
B
LAUNDRYKITCHEN
BEDROOM 1BEDROOM 2
BATHROOM
LIVING/DINING
STAIRS
B
B
D03
W01 W02D01
D04
D02
W09
BULKHEADOVER
W'R
OB
E
D13D12
D14D8
D9
D11
W
9 10 11 12 13 14 15 16
A
A
5,26
5
2,99
0
850
1,550
80528
02,
155
110
2,44
028
0
280
1,62
011
02,
975
280
110
1,02
0
500
110
110
B
B
CUP' BD
T
REF.
VINYL SHEET STEEL TROWEL FINISH TO FLOORSGENERALLY U.N.OC. TILES
Q. TILES
C. TILES
LINE OF EAVES OVER
D.P.
D.P.
BALC.UNIT 8
LAUNDRYKITCHEN
LIVING / DINING
STAIRS
BEDROOM 2
BEDROOM 1
BATHROOM
STORAGE
D10
W09
W10 W11
D15
W12
W14 W13
W15W16W17
512
212
W'R
OB
E
W'ROBE
FIRST FLOOR PLANSCALE 1:100
GROUND FLOOR PLANSCALE 1:100
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.003
857
1,45
7
1,28
61,
038
1,28
61,
020
857
1,46
7
2,06
7 ALUMINIUM SLIDING WINDOW
ALUMINIUM SLIDING DOOR
BRICK SILL
CONCRETE BLOCK WORKCEMENT RENDER FINISH
CONCRETE WALK WAY
EAVES GUTTER
CONCRETE ROOF TILES
FACE BRICK CONCRETE ROOF TILES
CONCRETE ROOF TILES
DOWN PIPES
RAINWATER SWITCHES
S S
S S
SS
SS
S
S
S
S
5.859LEVEL 1
8.395
5.859LEVEL 1
8.395
3.202GROUND
3.202GROUND
NATURAL GROUND
APPROX. FINISHEDGROUND
857
1,46
785
71,
457
1,62
969
61,
629
686
2,31
22,
067
EAVES GUTTER
CONCRETE ROOF TILES
FACE BRICK ALUMINIUM SLIDING WINDOW
TIMBER FRAMED ENTRYDOOR + SIDE LIGHT
BRICK SILL
CONCRETE BLOCK WORKCEMENT RENDER FINISH
CONCRETE WALK WAY
APPROX. FINISHEDGROUND LEVEL
DOWN PIPE
AWNING TO DETAIL
LINE OF STAIRS INSIDE
GALVANIZED 75DIA. PIPECOLUMN PAINT ASSPECIFIED
S
S
SS
5.859LEVEL 1
8.395
5.859LEVEL 1
8.395
3.202GROUND
3.202GROUND
NATURAL GROUNDNEW DRIVEWAY
NORTH ELEVATIONSCALE 1:100
SOUTH ELEVATIONSCALE 1:100
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.004
1,98
234
3
2,53
6
150
1,00
0
WEATHERBOARD LINING TO GABLE
TIMBER BARGES
ALUMINIUM RAILING AS SPECIFIED
FACE BRICK
TOP OF FIRST FLOORCONCRETE SLAB
UNDERSIDE OF BOTTOMCHORD OF TRUSSES
5.859LEVEL 1
8.395
TOP OF GROUND FLOORCONCRETE SLAB
3.202GROUND
CONCRETE WALK WAY
900
1,46
7
WEATHERBOARD LINING TO GABLE
TIMBER BARGES
FACE BRICK
TOP OF LANDING SLAB
MAIN SWITCH BOARD
TOP OF FIRST FLOORCONCRETE SLAB
UNDERSIDE OF BOTTOMCHORD OF TRUSSES
5.859LEVEL 1
8.395
TOP OF GROUND FLOORCONCRETE SLAB
3.202GROUND
CONCRETE ROOFTILES ON 25X38BATTENS
SARKING
GANG-NAIL ROOF TRUSSES @ 600CTS
50MM FIBREGLASS INSULATION
BULKHEAD
PLASTERBOARDCEILING
SUSPENDED SLAB TO ENG. DETAIL
FC SOFFIT LINING
Bth ROOM
Bth ROOM
BED 1UNIT 8
BED 1UNIT 7
3,202Ground
5,859Level 1
8,395.
FOOTING TO ENG. DETAIL
CONSOLIDATED EARTH FILL
312
612
212
300600
CONCRETE ROOFTILES ON TIMBERFRAMING
FC SOFFIT LINING
30° PITCH15° PITCH
UNIT 8LIVING/DINING
UNIT 7LIVING/DINING
3,202Ground
5,859Level 1
8,395.
EAST ELEVATIONSCALE 1:100
WEST ELEVATIONSCALE 1:100
SECTION A-ASCALE 1:100
SECTION B-BSCALE 1:100
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.005
18 480 18 966 18
1,500
600
4MM MIRROR745X416 PARTICLE BOARD PARTITION TO
W'ROBE EDGE STRIPPED
DRAWERUNIT BELOW
A
A
2,40
0
75
520
1,20
034
034
0
900
MIRROR @REAR OF
WARDROBE DOORS TO BE VENEERED (TIMBER)BOTH SIDES AND PARTICLE BOARD
TO BE EDGE STRIPPED
4 No.TIMBER
DRAWERS
300
18MM PARTICLEBOARDSHELVING ON 50X25 TIMBERSUPPORT
HANGING RAIL
75X50 KICK PLATE FRAMINGTO WARDROBE 18MMVENEERED PARTICLEBOARDDOORS TO BE EDGESTRIPPED
CL
75
450
1,20
035
0
300
100
18MM PARTICLEBOARDSHELVING ON 50X25 TIMBERSUPPORT
HANGING RAIL 20 DIA.C.P. ROD
75X50 KICK PLATE FRAMING
CL
18MM PARTICLEBOARDSHELVING ON 50X25 TIMBERSUPPORT
HANGING RAIL 20 DIA.C.P. ROD
555
805
220
50
720X2400 STD. FLUSH PANELHOLLOW CORE DOORVENEER FINISH
C
C
BB
PLAN BEDROOM WARDROBESCALE 1:20
PLAN STORAGE CUPBOARDSCALE 1:20
ELEVATION BEDROOM WARDROBESCALE 1:20
SECTION A-ASCALE 1:20
SECTION B-BSCALE 1:20
SECTION C-CSCALE 1:20
BED1 & 2 SIMILAR
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.006
W08
1,650CB
BULKHEAD OVERUNIT 7 ONLY
SERVICE DUCT
FW
FALL FLOOR TILESTO FLOOR WASTE
CERAMIC TILES TO FLOOR
S.S. TUB WITHCABINET
SPACE FORWASHING MACHINE
500 DEEPSTORAGE
CUPBOARD
SILDING DOOR
500 DEEPBROOM
CUPBOARD
4075
2,00
0
EQ
EQ
EQ
EQ
EQ
EQ
1,350
401,
300
500
180
BULKHEAD UNIT 7 ONLY
13mm PLASTERBOARDCEILING ON 50x50 CEILINGBATTENS
TILES SPLASHBACK TO TUB ANDWALL BEHIND WASHING MACHINE
S.S. TUB WITH CABINET
SPACE FOR WASHINGMACHINE
150mm SKIRTING TILES
STORAGE CUPBOARD
1,14
5
4075
1,55
045
0
C L
LAMINATED HINGED DOORS
PARTICLEBOARD DIVISION
515 1,925
2,440
LAUNDRY ELEVATION CSCALE 1:20
LAUNDRY ELEVATION BSCALE 1:20
LAUNDRY PLANSCALE 1:20
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.007
420
780
860
1,20
0
1,20
060
0
300
40
700
BULKHEAD (UNIT 7 ONLY)
CP WASTE
BATH
BASIN
BATHROOMCABINET
SHOWERROSE
20 CPCURTAIN
RAIL
SOAP HOLDER
G.P.O.
SE
T D
OW
N
NOTE:FALL FLOOR TILES TOFLOOR WASTE
WC
PAPERHOLDER
1,485
861
500
300 200
500
300 50
0
2,44
0
F08
E08
CHANGE OFFLOOR FINISH
D03
D04
2,200
450
600
2,41
0
1065mm S.SSINK &
DRAINER
CU
PB
OA
RD
S O
VE
R
SPACE FOR STOVE
CUPBOARDS OVER
BENCH TOP SPACE FOR FRIDGE
SIL
DIN
G D
OO
R
SHEET VINYL FLOORING
D06
D07
420
2,375
280
1,62
0
500
A
FOWLERCOMPACT ULTRALOW SUITE
FOWLERHAMILTON A55BASIN
CURTAIN RAILOVER (DOTTED)
SERVICE DUCT
BULKHEAD OVER(UNIT 7 ONLY)
SHOWERROSE
SOAPHOLDERPAPER
HOLDER
1000 LONG TOWEL RAIL @1000 HIGH
FW
BATHROOM ELEVATION ASCALE 1:20
BATHROOM PLANSCALE 1:20
KITCHEN PLANSCALE 1:20
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.008
850
450
750
9071
050
300
500
EQ
EQ WINDOW
CUPBOARD
TILES 450MM HIGH
TOE RECESS
MID SHELF
SINK BOWL
SPACE FOR STOVE
SPACE FOR DW
850
450
750
9076
0
1,67
537
5
885 1,315
EQ EQ EQ EQ EQ
MID SHELF
TILES TO 450MMHIGH
SPACE FORREFERIGERATOR
MID SHELF
TOE RECESS
G.P.O. G.P.O.
KITCHEN ELEVATION 'F'SCALE 1:20
KITCHEN ELEVATION 'E'SCALE 1:20
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.009
7,295
2,410
160 2,690 4,285 1,000 3,500
160 2,675 5,300
4,340 4,515
16,1501603,500 4,355
B2
B3
B5
B4
B6
B7
B1
A1
A2
A3A4
A5
A6
A7
A8
RL2.688
RL2
.688
RL2.688
RL2.430
RL2.430
RL2.172
RL2.172
RL2.000
RL2.000
RL2
.000
250
600
*
IN AREAS WHERE THIS DIMENSION
EXCEEDS 500MM GROUND SLAB TO BE
POURED AFTER FIRST FLOOR SLAB NO
TEMPORARY PROPS TO BE PLACED
WITHIN 700 OF WALL
TYPE B4N12 BOTTOM4N12 TOP
FILL CAVITY TO
UNDERSIDE OF GROUND
FLOOR WITH CONCRETE
R10 TIE @600
450
250
TYPE A3N12 BOTTOM3N12 TOP
R10 TIE @600
12345678
C.J.
C.J
.C.J
.
C.J
.
C.J
.C
.J.
C.J.
SLABS TO BE 100MM THICK (UNLESS NOTED OTHERWISE)REINFORCE WITH SL72 FABRIC (30 TOP COVER) UNLESS NOTED OTHERWISEALL SLABS SUPPORTED ON COMPACT SAND, EXCEPT S1&S2 WHERE FILL MAY BEUSED AS FORMWORK
S1-110MM
SL7
2TO
P
SL7
2B
TM
40 STEP
S2-110MM
SL72
BTM40 STEP
SL72 FABRICSAWCUT OR TOOLED JOINT 25MM DEEPSTOP REINFORCEMENT EACH SIDE OF JOINT
300
STEP IN BRICK COURSES TOSUIT FALL IN GROUND
GROUND LEVEL
LAP ROD 600MM(STAGGER LAPS)
1.2.
FOOTING PLANSCALE 1:100
TYPICAL FOOTING DETAILSCALE 1:20
GROUND FLOOR PLANSCALE 1:100
CONTRACTION JOINTSCALE 1:20
TYPICAL FOOTING STEPSCALE 1:20
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.010
9 10 11 12 13 14 15 16
150
1-
1-
BOTTOM REINFORCEMENT TO BE SL72 FABRICTHROUGHOUT EXCEPT WHERE SHOWN OTHERWISEON PLAN. LAP FABRIC ONE FULL MESH
3N16 BTM. EXTRACOG AT WALL
STAIR -130MM
SEE DWG NO11.
FLIGHT F1
FLIGHT F2
S3-110MM
40 STEP
SL7
2TO
P
SL1
02TO
P
SL1
02B
TM
S4
S5 SL1
02TO
P
40 STEP
S6
S7
S9-110MM
S8
SL72TOP
SL7
2TO
P
SL72TOP
N16
@15
0TO
P
N16
@15
0TO
P
SLABS TO BE 150MM THICK (UNLESS NOTED OTHERWISE)
P1.
P2.
GENERAL NOTES:1. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH THE ARCHITECTURAL DRAWINGS AND SPECIFICATION
2. ALL WORK TO COMPLY WITH LOCAL COUNCIL BY-LAWS AND RELEVANT AS/NZS.
CONCRETE
ELEMENT
1. CONCRETE QUALITY:
SLUMP(MM)
MAX SIZEAGGREGATE
CEMENTTYPE
AS 3600(MPa) ADMIXTURE
FOOTINGS
REMAINDER
80
80
20
20
A
A
20
25
CEMENT TYPE 'A' IN ACCORD WITH THE A.C.S.E. SPEC
ELEMENT
2. CLEAR CONCRETE COVER TO REINFORCEMENT (UNLESS NOTED)
FORMED AND NOTEXPOSED TO
WEATHER
FORMED EXPOSED TOWEATHER OR EARTH
BACKFILL
NOT FORMEDPOURED AGAINST
EARTH
SLABS
FOOTINGS
20mm 30mm
40mm
65mm
65mm
3. REINFORCEMENT SYMBOLS:
R -- GRADE 230PLAIN BAR
N -- GRADE 410 COLD WORKED DEFORMED BAR
SL -- HARD DRAWN WIRE FABRIC
ALL REINFORCEMENT TO CONFORM TO AS/NZS 4671
4. PLACE SUFFICIENT STEEL STOOLS UNDER TOP CROSS RODS IN SLABS TO
ALLOW TOP RODS TO BE WALKED UPON WITHOUT DEFORMATION
(APPROX. 1M CTS BOTH WAYS)
110
150
1C/S150
N16 @ 150(20COVER)
N12 @ 350(NOT SHOWN ON PLAN)
SL72
SL72 FABRIC
N16 @ 150(20COVER)
N12 @ 350(NOT SHOWN ON PLAN)
OR SL72 FABRIC - SEE PLAN.
FIRST FLOOR PLANSCALE 1:100
SECTION 1 - 1SCALE 1:20
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.011
4.530
1ST FLOOR LEVEL 5.859
150
130
LANDING 4.530
150
130
GRD FLOOR LEVEL 3.202
250
166
250
166
N12 @350
N12 @350
LAP 550
N12 @350
N12 @350
7N16
3N16 (SEE PLAN) 7N16
SLAB REINFORCEMENTS SEE PLAN (DWG NO.11)
7N12
7N12
N12 @ 350
7N16
7N16
COMPRESSIBLE FILLER
NOTE:
2657 FLOOR TO FLOOR
= 16eq RISERS @166mm
FLIGHT F2
FLIGHT F1STAIRS SECTIONSCALE 1:20
PROPOSED UNITS 7& 8EAST HILLS
DRAWING NO.012
3,202
ALUMINIUM SLIDING DOOR D16
8,395
600 8,345
8,173
150CONCRETE ROOF TILES
SARKING
ANTI PONDING BOARD
25X38 BATTEN
TRUSS TO STRUCTURAL ENG. DETAIL
GUTTER
FASCIA
FC SOFFIT LININGCORNICE
PLASTER BOARD CEILING
13MM RENDER
5,859
5,646
780
CONCRETE ROOF TILES
FASCIA
FC SOFFIT LINING
25X38 BATTEN
TIMBER FRAMING
FLASHING
13MM RENDER
TIMBER SKIRTING
CORNICE
13mm PLASTER BOARD CEILINGON 50x50 BATTENS @ 400CRS
STEEL LINTEL
3,202
TIMBER SKIRTING
QUARRY TILES
CEMENT BED TO ACHIEVE FALL
FOOTING TO STRUCTURAL ENG. DETAIL
8,3958,345
3008,173
300
CONCRETE ROOF TILES
SARKING
ANTI PONDING BOARD
25X38 BATTEN
TRUSS TO STRUCTURAL ENG. DETAIL
GUTTER
FASCIA
FC SOFFIT LINING
RIDGE TILE
5,859
6,716
CONCRETE ROOF TILES
FASCIAFC SOFFIT LINING
25X38 BATTEN
TIMBER FRAMING
FLASHING
STEEL LINTEL
13MM RENDER
TIMBER SKIRTING
ALUMINIUM SLIDING WINDOW
WINDOW W06
DETAIL SECTIONSCALE 1:20
1
DETAIL SECTIONSCALE 1:20
2
DETAIL SECTIONSCALE 1:20
3
DETAIL SECTIONSCALE 1:20
4
DETAIL SECTIONSCALE 1:20
5
DETAIL SECTIONSCALE 1:20
6