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DA20250050_Proposed Plans · 132010.574.01
Plans and drawings: the text below has words only, no drawings.
1
A06
4105
1. Remove existing stacking sliding 3995
door (retain for re-use) and external Relocated Stacking Sliding Door
680 2700 725
cladding (ref A02)
4000 90 install with new security screen 600 Remove section of tile under new
3974
Existing 90x90 D1 external walls to allow waterproofing
Steel Column and termite protection
Retain Existing Tiled Infill stud wall and reline
robe
1778
Floor and Slab 3. Remove existing Soffit Lining BED 4
ET1 with Plasterboard both sides
3000
2888
D1
ET1
960 110
2. Remove existing sliding
door and external cladding
4. Relocate existing
external light
D2
obs
2
870
06.18 fx
A06
D3 linen W1 Linen
TV 5. Decommission
ROOM and remove gas Install new window and infill wall and
LAUNDRY point for future spa New Internal door to match reline with Plasterboard to Bed 4, and
existing (note door sill to be tiled LAUNDRY 6mm Villaboard or EQ to Laundry wall
in space existing tile. Finish
with S/S angle to set down)
2 Existing & Demoliton Plan 1 Proposed Floor Plan
SCALE 1 : 100 SCALE 1 : 100
Demolition Notes: STRUCTURAL ENGINEERING:
1. Remove existing stacking door (store for re-use in new Design as per Structural Engineer (Saint Consulting) Review and Form 15:
external wall) and remove external cladding
2. Remove existing sliding doors and external claddings Nominated N4 Wind Loading
3. Remove existing Soffit Deck lining
4. Relocate existing external light Frame Schedule:
5. Decommission and remove gas point Studs: 90x35 MGP12
Studs beside the exposed opening would stack as 2/90x35 Hyne T2 MGP12 Red treated
Note: Investigate if any of the existing removed cladding can be re-used for
new external wall infills Lintel Sizes for D1 Stacking Sliding Door selected from the following:
1. 2/190x45 Hyne T2 MGP10 Red or Green treated
EXISTING UPPER DECK WATERPROOFING 2. 2/190x35 Hyne T2 MGP12 Red Treated
Builder to investigate adquacy of existing upper deck waterproofing (together 3. 240x44 Hyne LGL H3 treated
with a Specialist Waterproofer if necessary) and provide options to waterproof if 4. 165x65 Hynebeam 15 Cambered H2-S treated
required. (Structural Engineers Preference No 2: MGP12 Timber)
Refer to original construction photographs showing waterproofing used being
equal to wet area/shower fit out. Bracing as required by Engineer
AMENDMENTS DRAWN DATE SCALE AT
ISSUE DATE SUBJECT AUTHORISED
C COPYRIGHT P & S Ezzy 1 : 100 A3 SIZE
7/04/25 ENGINEER REVIEW ISSUE Checker 28 APRIL 25 36/512 'Noosa Dunes' David Low Way MASTER SITE NUMBER CLIENT REFERENCE NUMBER
Castaways Beach Q 4567
CONSULTANT DISCIPLINE TEAM DATE
- -
M + M STUDIO
REGISTERED ARCHITECT 3557 Approver 28 APRIL 25 Lower Level - Bed 4 DRAWING NUMBER ISSUE SHEET NO
Michelle Wright AUTHORISED FOR ISSUE DATE
- CD A03
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