Council archive · source document
Attachment D - Proposed Primary Dwelling Building Plans · MCU22/0135
Plans and drawings: the text below has words only, no drawings.
Very large file (11.7 MB): may take a few minutes to open.
600 5730 13880 4180 760 2920 5680 600
190 3450 2000 90 13880 4180 760 2920 5680 600
190 3450 2000 1990 5910 8440 1900 90 1900 7280 600
tail.
engineers de
Cut Batter to
90
90
270W x 590L Rendered Brickwork
3330
3400
Pier to engineers detail.
4090
4090
4000
90
100 thick infill slab.
5470
Refer to Engineering drawings
1890
1890
for slab & footing details.
270
50m a Rece
A re F.F.L : 122.950m
m W ss
3900
90
90
et
1380
50mm Wet
et
mW
10270
Area Recess
2010
2010
50m eces s
R
FW A rea
90 900
900
FW
5280
1090
6590
6670
9520
6180
Polished Concrete Stairs Polished Concrete Main slab
ss
Are m Wet
ec e
2 risers @ 180mm 100 thick slab on ground, Refer to FW
1 treads @ 250mm engineers drawings for slab &
aR
50m
Polished Concrete Stairs with Polished Concrete Treads. footing construction details.
3710
4080
3720
2090
Recessed LED Lights under stair Pad Level : 122.775m
5340
treads. Refer Page 12 for Detail. F.F.L : 123.000m
Polished Concrete Stairs
190
5 risers @ 180mm
190
90
4 treads @ 400mm
2160
2160
250
Polished Concrete Treads. Rendered 200 series built up
200
1.2m Deep
Min. 1 :100 Fall
blockwork walls to engineers detail
External Drain at door threshold
(Green Hatch)
width and length of door at location
2190
400 400 400 400 190
for flush indoor & outdoor
*Extent of built up walls to be
Recess track 25mm, verify track
190
190
connection to engineers detail.
F.F.L : 122.770m confirmed onsite*
F.F.L : 122.590m Polished Concrete Main slab 0.6m Deep
s)
200
100 thick slab on ground, Refer to Polished Concrete Infill slab
r
Othe
F.F.L : 122.410m
4860
engineers drawings for slab &
5470
100 thick infill slab, Refer to
5660
F.F.L : 122.230m
l (By
190W x 590L Rendered Blockwork footing construction details. Engineering drawings for slab
Min. 1 :100 Fall
5860
6260
6260
Pier to engineers detail. Pad Level : 122.415m & footing details.
P oo
F.F.L : 122.640m F.F.L : 123.000m
Nom. 200 thick concrete pool walls
5170
5170
5170
3670
100 thick infill slab. to engineers detail.
Refer to Engineering drawings
3570
for slab & footing details.
360
FFL: 122.950m
960 190
600 190
1.8m Deep
To Internal Slab Edge
Outside Of Blockwork
600
Exposed Recycled Brickwork
200
200
Wall to builders detail. 89 Nom.SHS Post in 2x 89 Nom.CHS Post
wall to engieers detail. to engieers detail.
160
1100 5490
600 190 6840 1830 270 6590 6860 2400 7980 190
5760 400 400 400 2500 270 5350 250 990 9260 200 2290 200 5480
9460 270 6590 6770 200 2490 2290 200 5480
SLAB SET-OUT PLAN
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Slab Plan WD 20-060
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 14
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Attachment D - Proposed Primary Dwelling Building PlansRelated documentApplication case desk ↗
About this file
- File size
- 11.7 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.