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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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(mir) mirrored detail site boundary I 43.533 m approx I 90° 00' 00''
(sim) similar detail
(part) partial detial L1
en
d54
er li
2700 ceiling code site LPOD - refer to civil
##
sew
250
height*
enginnering design
Ipb01 finish** * heights are relative to
## 1.5m setback
LEGEND associated finished floor
CC
L1 L1
(U) w04
MIN
(U)
L1
CC
(U ) L1
CC
* refer finishes schedule
RCB w05
CC CC
w03
2.0m setback
w02
SLABS SSL xx.xxx structural slab level L1
w06
250 - DENOTES SUSPENDED SLAB THICKNESS. FFL xx.xxx finished floor level swr
L1
- DENOTES SLAB STEP - REFER ARCHITECT & DETAILS
RL xx.xxx top of wall (surface) level w07b
BL RCB CW(O) bunk bunk bunk
CU
L1
FALL - FALL DIRECTION IN SLAB - REFER ARCHITECT w08 L1 bathroom
L1
O)
1 w06b
void
BL
(C w07
h the general
- XX DEEP WET AREA SETDOWN. 400.10 tv
C3 250
X
CS
S
-X
F1
ackage. vnt L1
(50mm MAXIMUM SETDOWN - CONFIRM WITH ARCHITECT) SOFFIT
h the DA (if required)
## L1 bunkroom w01
MIN
pool below REBATE
RCB
a change of level of d22
L1 tim01
Part 3.9.2.4. vnt
d02
WALLS/COLUMNS UNDER AND/OR OVER 300
E
builder shall arrange L1
B AT
ack
plete an identification d23 linen
- DENOTES LOAD BEARING WALL/COLUMN UNDER
setb
rumpus
R RE
250 wc
TE
seat robe tv
esent finished levels. L1 L1
6m
A
- DENOTES LOAD BEARING BLOCK OVER - BW1 U.N.O w08b FLU d21
MIN
REB
FFL SH
tim01
DOO
- DENOTES NON LOAD BEARING BLOCK OVER - BW1 U.N.O
CC
FIT
seat
corridor
SOF
- DENOTES LOAD BEARING CONCRETE WALL/COLUMN/RCB OVER -
FAL entry L1 stn01
CW1 U.N.O 1 L stn01 250
PW
400.09 d01
PW
) FFL 48.025 MIN
(U) S C(U SOFFIT
SC CU STEP
1
BLOCK / MASONRY WALLS & COLUMNS bar fridge +
swr dishwasher + zip
BW# - BLOCK WALL OVER - REFER SCHEDULE ON SHEET 2.0 robe
2
VOID
1650
BL - BLOCK LINTEL UNDER - REFER DETAIL ON SHEET 2.0 wc VOID lift PW
L1 BU -50 scooter ##
BC# - BLOCK COLUMN - REFER DETAIL ON SHEET 2.0 wc
d24 pdr 1615 SE
storage
3
ensuite 2 TD
TE
BU - BLOCK UPSTAND OVER - REFER DETAIL ON SHEET 2.0 king OW 4
EBA
FFL 48.025
stn01 N
PW - BLOCK PLANTER WALL - REFER DETAIL ON SHEET 2.0 vnt CC meters 6
R
5
L1 SOFFIT STEP 7
FIT
SOFFIT STEP
## bedroom 2
BS - BLOCK SILL OVER - REFER DETAIL ON SHEET 2.0 w09
SOF
E
## vnt
CU
BAT
storage
BCJ - BLOCK CONTROL JOINT - REFER DETAIL ON SHEET 2.0 DOO L1 L1
ck
L1
d30 d52
RR
R RE
etba
d26 L1
EBA d06
PW
TE 400
ms
L1
DOO
d25
CONCRETE COLUMNS, WALLS & BEAMS
10.0
OVER GARAGE driveway
350
SOFFIT STEP
CC# - CONCRETE COLUMN - REFER DETAIL ON SHEET 2.1 )
SOFFIT STEP
C(U
(U) (U)
S FLU OVER GARAGE
CW# - CONCRETE WALL - REFER DETAIL ON SHEET 2.2 S
FFL H SC SC L1 corridor
d27
CS - DENOTES CONCRETE SILL - REFER DETAIL ON SHEET 2.2 L1 L1 double garage fall
FAL d29 d28
L
RCB
robe storage
CL - DENOTES CONCRETE LINTEL UNDER - REFER DETAIL ON SHEET 2.2
ATE
L1
bedroom 3 300 con01 L1
d05
RCB - DENOTES REINFORCED CONCRETE BEAM - REFER DETAILS
REB
RCB
fall
w10 FFL 48.125
SC1(C 300
O) vnt vnt
FIT
king
ensuite 3 laundry MIN
SOF
STRUCTURAL STEEL
N
OW
stn01 wc stn01
SC1 - 89 x 5.0 (GR 350) SHS STEEL COLUMN 250
TD
F2
SE
MIN N
SC2 - 250PFC STEEL COLUMN OW
-50
ETDL1
ry I
S
SC3 - 100x9 (GR350) SHS STEEL COLUMN -50
CU
d03
CS
swr CS
n da
L1 CC
(U) - DENOTES COLUMN UNDER
b ou
RCB CS CS d04 2.0m setback
L1 L1
(CO) - DENOTES COLUMN OVER
site
SRZ
w11 w12
250 RCB 1.5m setback
L00
line
MIN
300 d51 tree N.1 tr
er
refer to the arborist
sew
MIN report for protection
NOTES: site boundary I 43.533 m approx I 270° 00' 00''
## measures during
construction.
TPZ - 95.7sqm total
CONFIRM STEPS, FALLS, HOBS, REBATES AND RAMPS WITH ARCHITECT.
ENGINEER TO BE NOTIFIED OF ANY REBATES / STEPS THAT AFFECT THE
SUSPENED SLAB DESIGN AS THIS PLAN MAY REQUIRE AMENDING
3060 3590 4000 1880
WATERPROOFING NOTE: 10 11 12 13 14
A CONTINUOUS WATERPROOFING SYSTEM IS TO BE APPLIED AND
CERTIFIED BY A SPECIALIST WATERPROOFING CONTRACTOR ENGAGED
BY THE BUILDER. THE WATERPROOFING SYSTEM IS TO INCLUDE ALL
BCJ - DENOTES BLOCKWORK CONTROL JOINT.
· WHERE NOT SPECIFICALLY LOCATED ON PLAN, THE BUILDER IS TO
SLAB AND WALL JOINT SEALANTS / WATERSTOPS AS REQUIRED. REFER
CLEARLY MARK THE PROPOSED LOCATIONS OF ALL BCJ'S ON A PLAN
FIRST FLOOR SUSPENDED SLAB PLAN
ARCHITECT FOR FURTHER DETAILS.
FOR APPROVAL BY THE ARCHITECT AND ENGINEER.
IT IS RECOMMENDED EXPOSED FINISH SUSPENDED SLABS TO CONTAIN
· BCJ LOCATIONS ARE TO COMPLY WITH NOTE M16 ON SHEET 1.1 AND
XYPEX WATERPROOFING ADDITIVE IN ACCORDANCE WITH SUPPLIERS SCALE 1:100
THE TYPICAL DETAILS ON SHEET 2.0.
RECOMMENDATIONS.
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: FIRST FLOOR FRAMING PLAN
5.0
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
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