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BISHOP_250522_TENDER SET_compressed (1) · EXE25/0028
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
E LINE
G FENC
13898 1681 EXISTIN 19719
EXISTING FENCE LINE
EXISTING FENCE LINE
FFL 113.00 CONNECTING CONCRETE RAMP
8500 5490
FALL
AS REQUIRED TO MAINTAIN CONCRETE FINISH
CONCRETE FINISH CONCRETE FINISH CONCRETE FINISH VEHICLE ACCESS THROUGH
NON SLIP P3 / R10 NON SLIP P3 / R10 NON SLIP P3 / R10 WESTERN SIDE OF BUILDING
NON SLIP P3 / R10 190 4000 190 4120 90 5210 190
1 IN 10 MAXIMUM GRADE
FALL
Proposed Dwelling Subfloor Posts
(C4) 89 X 89 SHS
FALL
4 240 3900 290 3920 290 5110 240
FALL 1:80 CAST INTO CONRETE FOOTINGS
A221 579 726 1600 726 369 1815 1515 790 490 1480 2320 900 300
4816
REFER TO STRUCT ENG DWGS
4800 7230
CONCRETE FINISH
NON SLIP P3 / R10
SPAN BETWEEN COLUMNS CENTRE
4080 1530 190
10
45
DUTCH
7515
190 7935 190 2900 C4 C4 3615 C4 3615 C4 18 EQ [email protected] each 50 DOOR
25
700
L06 L05
190 1420 90
190 1420 90
390 3572 391 3572 390
610 533 915 443
C4 P1
45
1225
FALL CONCRETE FINISH UP
FFL 113.06 FFL 112.92 NON SLIP P3 / R10 1600 SEAT UNDER 423 925 233 920 DLO5
FFL 112.92
10
L09 STAIR
L08 L07 DLO4
10
190
190
380
BOX OUT THE 3 X P1 (TIMBER POSTS) TO WESTERN FACADE OF GARAGE, WITH 90MM STUD AND FC WEATHERBOARD CLADDING DL11
P1
2600
P1 (TIMBER POSTS) TO HAVE PF1 FOOTINGS , POSTS ON STIRRUP CONNECTION, POST ARE TO SUPPORT PERGOLA ABOVE. C4 B'HEAD
C4 C4 920
CONCRETE FINISH FALL 1:20 LANDCAPING RETAINING L04
WALL KING BUNK STORAGE DRAWERS
ROBE
KS
200
2300
P1 P1 Top of wall 1.1m high SINGLE UNDER SEAT
P1 TP2 FFL 113.17 TP1 1830
190
190
2 FFL 112.92 2
1600
BED 6
1600
3950
RUMPUS
4000
4000
DL03
A220 FALL CH 2700 UP CH 2700 A220
PROVIDE SPOON DRAIN AT BASE
BED 7
200
RL 114200 CARPET TILE
OF RETAINING WALL FALL TO DL15 C4 C4 C4
920 LANDCAPING CH 2700
915
WESTERN DIRECTION L10
KS CARPET P1
610
4m Diameter BUNK L03
CLEAR
SINGLE
1000
415190 785
RETAINING ROBE 870
FFL 113.00
8590
1400
WALL
190
90 1185 290
90 1235 190
DL07
9205
5870
1 1
GAS BOTTLE STORE
1185
RETAINING
CONCRETE FINISH
STORE CH 2700
DL13 FFL 113.00 DL12
WALL TILE 920 BARN DOOR
915
A220 A220
600
L11 DL10 L02
200
UNDER C4 C4 C4
3 X 210 KG
1145 90
DL09 DL08 DL06
8160
1100 90 BAR P1
3195 2280 90 2370 870 CH 2700
4020
870 870
1385
RETAINING TILE
1600
1100
ENS 3
1600
WALL CONCRETE FINISH DL02
CH 2700
2645
2695
NON SLIP P3 / R10
RETAINING
WALL
TILE BATH 2 1200 1200 2710
200
950
CH 2700
WINDOW
RETAINING
390 915
L12 TILE
HI-LVL
WALL
90
390600
3
800
WINE STORE FR / FRZ L01
550
CH 1400 UNDER FFL 113.20 DL12 C4 C4 C4
TILE UP
250
A221
190
190 1500 190
10
860 860 EXTENT OF NEW VERANDAH ROOF LINE
830
800 660
2200
RL 114920
10
L13 L14 L15 L16
FFL 112.92
STORE STORE RETAINING FFL 112.92 HI-LVL 5 4
1380
DL01
810 DL14 CH 3150 WALL A/C UNITS RL 114920 WINDOW
BOX
LIFT
CH RAKING 700 RL 114550 TOP OF WALL
190
CONCRETE FINISH
700
TILE TILE CONCRETE PAD RL 116135 CONFIRM ON SITE A221 A223
EXTENT OF EXISTING DECK TP1 NON SLIP P3 / R10 TP1
190
190 1285 190
SCe 600 STORE SCe SCe SCe SCe SCe SCe SCe SCe
400 885
CH 3150
TILE
810
DL13 LIFT RETAINING
PROVIDE SPOON DRAIN AT BASE
HW PLANTER
3
1960
OF RETAINING WALL FALL TO
WALL
DRAINS, PVC PIPE TO DRAIN 190 1150 90 6970 190 CONCRETE FINISH
PLANTER
UNDER SLAB TO WESTERN SIDE 10 NEW CONCRETE SLAB UNDER NON SLIP P3 / R10 A223
AND TO DAM
SCe SCe SCe
PLANTER
50 POOL DECK FOR EXISTING
RETAINING OVER
UNDER DECK WATER TANKS
190
WALL
SCe SCe SCe SCe SCe SCe SCe SCe FOR POOL OVERFLOW
EXTENT OF EXISTING DWELLING
190 3720 190 900
190 3065 90 2320 90 1500 190 1
A223 190
2
A223
PARTITION TYPE LEGEND
CODE COMMENTS DESCRIPTION
P1 NEW INTERNAL PLASTERBOARD LINING TO 190 SERIES
LINING BLOCKWORK WALLS ( 50MM OVERALL )
P2 EXISTING STUD 75MM PARTITION / ACOUSTIC INSULATION
FRAMING TO TO STUD CAVITY
REMAIN PLASTERBOARD BOTH SIDES
Rw36 TBC (WET AREAS TO HAVE MR PLASTERBOARD )
P3 NEW PARTITION 75MM PARTITION / ACOUSTIC INSULATION
TO MATCH TO STUD CAVITY
EXISTING PLASTERBOARD BOTH SIDES
Rw36 TBC (WET AREAS TO HAVE MR PLASTERBOARD )
NEW PARTITION 90MM TIMBER STUD / ACOUSTIC INSULATION
P4 Rw42 TBC TO STUD CAVITY
PLASTERBOARD BOTH SIDES
(WET AREAS TO HAVE MR See the original
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