Original source · versioned page text
6 Martin Street NSC-MnrChg-AprvdPlans-Complied
From the archive 6 Martin Street - OPW Application.zip, inside Operational Works Application OPW26/0051 - 1&2/6 Martin Street Peregian Beach. File date in the archive: 2026-01-05 09:58.
PLANTER
BED
N USER FIGURED DIMENSIONS. DO NOT SCALE
FROM THE DRAWINGS. CONFIRM ALL
DIMENSIONS ON SITE PRIOR TO
P. C. ALU. CONSTRUCTION OR FABRICATION, ANY
BATTEN S DISCREPENSIES TO BE NOTIFIED TO THE DESIGN
CREEN
AUTHORITY. IT REMAINS THE CONTRACTORS
RENDER ED RESPONSIBILITY TO ENSURE COMPLIANCE
BLOCK WITH ALL RELEVANT CODES AND REGULATIONS
IS MAINTAINED AT ALL TIMES. SUBJECT TO
LEGEND LOCAL COVENANT & BUILDING APPROVAL.
C:\Users\Duncan 2021\Downloads\21-068 - 6 Martin St Peregian - WD - REV H.rvt
PLANTER BED
ABBR. DESCRIPTION 11/11/2025 2:33:27 PM
GARAGE ROOF DECK
SLENDER STEEL BALUSTRADE 1.0m
ACC DATE ISSUE / AMENDMENT
SUSPENDED CONCRETE SLAB DP DOWNPIPE 15.04.2024 H BA ISSUE
D (WATERPROOF TO ENGINEERS AND 03.11.2025 I REVISIONS
SHR SHOWER NOTES:
PE
RG
COURTYARD BELOW
RENDERED BLOCK
RENDERED BLOCK
MANUFACTURERS SPECIFICATIONS)
1). PROVIDE LIFT OFF HINGES TO WC DOORS
OL
WD-4.02
TR TOWEL RAIL
AO
REQUIRED BY NCC.
VE
TRH TOILET ROLL HOLDER
R
HONED CONC.
TS TOILET SUITE 2). SMOKE ALARMS TO BE HARD WIRED IN
ACCORDANCE WITH ABCB PART 9.5
VB VANITY BASIN
FALL 1:100 3). TERMITE TREATMENT TO BE IN ACCORDANCE
WITH ONE OR MORE METHODS AS SPECIFIED IN AS
GLASS BALUSTRADE 1.0m STRIP DRAIN
DP 3660.1 AND ABCB PART 3.4
150 STEP
4). SURFACE WATER DRAINAGE TO BE IN
BALUSTRADE
BATTEN BALUSTRADE 1.0m
FALL 1:100
ACCORDANCE WITH ABCB PART 3.3.3
GLASS
1.0m
VOID
5). INSULATION TO BE IN ACCORDANCE WITH ABCB
13.2 OR ENERGY EFFICIENCY REPORT
DP x3
GLASS BALUSTRADE 1.0m ROOF OVER 6). BUILT TO BOUNDARY WALLS IN ACCORDANCE
GATE FALL 1:100
BALCONY W14 D08
WITH ABCB PART 9.3 & FIRE SEPARATING WALLS IN
ACCORDANCE WITH ABCB PART 9.3
HOUSE HONED CONC.
SCREEN
2427SGD 920 GLASS
ACC 7). SOUND INSULATION OF SEPARATING WALLS AND
W13 SERVICE DUCTS TO BE IN ACCORDANCE WITH ABCB
STEP
SLENDER STEEL BALUSTRADE 1.0m
06075AW OBS PART 10.7
6 * INDICATES SLAB REBATE FOR HEBEL WALL SYSTEM,
7 REFER TO ENGINEERS AND MANUFACTURERS SPEC.
FOR DETAILS
RAKE CEILING
8
9
2/820 C/S
8). BALUSTRADE TO BE MIN. 1.0m HIGH TO COMPLY
RAKE CEILING
10
D12
BED 1 VOID WITH ABCB PART 11.3
FALL 1:100
11
9). POOL FENCE TO BE MIN. 1.2m HIGH TO COMPLY
12
B WIR 13
14 PW2 WITH QDC MP 3.4
10). DOWNPIPE LOCATIONS TO BE CONFRIMED BY
R.C. AWNIN
WD-4.01 POLISHED POLISHED CONC. 15
HYDRAULIC ENGINEER
16
CONC.
17
SLENDER STEEL BALUSTRADE 1.0m 11). FLOOR WASTE GRADES TO COMPLY WITH ABCB
D13
UNIT 2 DN
18
STDN
G
920 C/S 19 PART 10.2.12 (1:80).
RAKE CEILING
STRIP DRAIN
TRH
POLISHED
CONC.
D14
420
UNIT 1
ROBE
820 C/S
D11
TS
FALL 1:80 D10
LINEN D09
STDN
820
ENSUITETR 820 C/S
0636 FG RAKED
STRIP DRAIN
VB TRH
(HIGH LEVEL)
TILES TS TILES
W12
NOOSA COUNCIL
RAKE CEILING
FALL 1:80
RAKE CEILING
RAKE CEILING
BED 2 BED 3
FALL 1:80
VB
BATH TR APPROVED PLAN
ROBE
SHR
CH 2700 PB
STRIP DRAIN 132004.4029.02 & RAL22/010
FALL 1:80
Phone: 07 5493 2587
POLISHED CONC. POLISHED CONC.
SHR
3 DECEMBER 2025 Email: [email protected]
STRIP DRAIN Website: www.dcmbuildingdesign.com.au
W16 W11 W10 W09 QBCC: 15027404
FALL 1:100
0618 LV/FG/LV OBS 0921 LV/FG/LV 0621 LV/FG/LV OBS 0921 LV/FG/LV
R.C . AWNING
PROJECT
ROOF OVER WALL LEGEND UNIT 2 / 6 MARTIN STREET
New Stud Wall (as dimensioned)
Internal - 10mm Plasterboard - Paint Finish
PW3 External - FC Sheet as noted on elevations
Insulation to external walls to NCC requirements
Existing Wall - Retained
Varying construction types
Existing Wall / Column - Demolished PEREGIAN BEACH, QLD
STAGE 2 Varying construction types
New block wall lined internally
PERGOLA BELOW Internal - Plasterboard to manufacturers spec.
Battens fixed to block wall (insulation to energy
CLIENT
efficiency report)
190mm Block wall - as per engineers specification
New block wall unlined
190mm Block wall - as per engineers specification TITLE
STEP
STEP
New block wall against existing double brick UNIT 2 PROPOSED FIRST FLOOR
EXISTING DOUBLE BRICK WALL wall w/ discontinuous construction
(MIN. FRL 60/60/60 & MIN. Rw+ctr 50)
PW1 New 190mm Block wall - as per engineers
NEW BLOCK WALL specification - fire rated FRL: 60/60/60 DATE
MIN. 50mm gap
Existing double brick wall wall.
03.11.2025
SCALE
As indicated
EXISTING HEBEL & STUD WALL
New block wall against existing hebel stud wall
NEW BLOCK WALL PW2 w/ discontinuous construction (MIN.FRL:
60/60/60 & MIN. Rw + ctr 50) DRAWN CHECKED
0 1 2 3 4 5m
Internal - Plasterboard to manufacturers spec.
Studs & insulation
SA DC
Hebel panel PROJ No
50mm gap
190mm Block wall - as per engineers specification
21-068
EXISTING HEBEL & STUD WALL
PW3 Existing hebel & stud wall convert to MIN. FRL:
1 PROPOSED FIRST FLOOR DRAWING No ISSUE
WD-2.03 I
60/60/60
C A Internal - Plasterboard to manufacturers spec.
Studs & insulation
SCALE 1 : 100 Hebel panel
WD-4.02 WD-4.01
Document Set ID: 24368220
Version: 1, Version Date: 10/12/2025
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (6 Martin Street NSC-MnrChg-AprvdPlans-Complied.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.