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RFI - 250624 - 3 Allambi Rise - DA RFI response
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1 2 3 4 5 6
general items legend
1 1 150
L1 (level) window code. refer to window 20 step up code. note step line 210 400.12 400.11
0
w01 (window ref) elevations + door/window occurs on low side of level
399 1 0 462 1 1 1
hardware schedules high lvl high lvl - 20 mm change 0 400.08
0 400.06 400.07 400.05
Ipb01 material code. refer finishes (cos) check on site
schedule (typical). (mir) mirrored detail site boundary I 43.533 m approx I 90° 00' 00''
(sim) similar detail
' 00 m
dp01 component code.
(part) partial detial
(refer material code for similar)
6
e
''
I 20 I 21.74
n
er li
door/gate code. refer to window 2700 ceiling code
° 30
sew
L1 (level) height*
d01 (door/gate ref) elevations + door/window Ipb01 finish** * heights are relative to
1.5m setback
app undary
hardware schedules associated finished floor
* refer finishes schedule
rox
2.0m setback
H
o
RL 60.200 spot level SSL xx.xxx structural slab level
b
tos = top of step concrete awning L2 skylight
site
1300
bos = bottom of step finished floor level w03
FFL xx.xxx
RL = lvl at point (AHD typ)
RL xx.xxx top of wall (surface) level
G 1
general notes 100.11
1. all works to be carried out in accordance with the general 1
400.10
construction notes in coversheets of this package. 1
400.04
2. all works to be carried out in accordance with the DA (if required)
and BA including drawings & conditions.
3300
3. handrails are required to all stairways where a change of level of
ng
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4.
terrace below
ni
aw
4. where boundary locations are not clear, the builder shall arrange
ack
te
for survey to locate the boundaries and complete an identification
re
setb
nc
survey prior to setting out the new work.
co
5. contours shown are existing and do not represent finished levels.
6m
F skylight
1800
1 1
400.09 400.03
L2
w01
E
1
400.02
0
3170
572
1
400.01
D
1140
k
Environmental Management
c
etba
and Conservation easement
ms
C
10.0
''
' 00
° 30
4900
2 00
I
rox
app
1
46 m
400.00
1.7
I2
B
ary
650
u nd
concrete awning
A
bo
2.0m setback
site
1.5m setback
elin
er
sew
site boundary I 43.533 m approx I 270° 00' 00''
3060 3590 4000 1880
10 11 12 13 14
1 roof plan
100.11 1 : 100
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0453
I 02/06/2025 hydraulic coordination 3 Allambi Rise, - general arrangment plans SD 210.00 L SCALE As indicated
J 12/06/2025 DA RFI response - coordination Noosa Heads QLD 4567
A3
roof plan
K 16/06/2025 hydraulic coordination
L 24/06/2025 DA RFI response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
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