general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
internal finishes
INTERNAL FLOOR FINISHES:
BORED PIRE Design and installation of bored pire is covered under Australian Standards AS2159-2009. 400MM diameter bored pire is installed with with 3000MM spacing between each perimeter. The hole is in the depth of 8000MM.
DOWN PIPE Down pipes are designed followed NCC Volume Two (Part 3.5.3). Down pipes are part of a roof drainage system. Down pipe is designed to have 90MM in diameter. One downpipe must serve no more than 12M. The downpipes are set mostly 10M apart in this drainage system.
INTERNAL WALL / FACADE FINISHES:
EXPANSION JOINT 10.0008.0006.0004.000 10.000 800 CVR CVR THE WINTER VILLAGE WHILSON PARKING Seat LOAD BEARING CON CRETE COLUMN STRUC TURE SUPPORTING THE BRIDGE Train railway heading towards Flinders street SiteBoundary ROCK RET. WALL ROCKRET.WALL FEDERATION SQUARE EASTERN ACCESS RD LEGEND GRAVEL CONCRETE ASPHALT NEW RAINWATER STORAGE TANK UNTREATED RAINWATER TRAIN RAILWAY BATMANAVENUE STONE PAVING (PA-01) 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 130001 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I DRAWING SITE PLAN 1:200 DRAWING NUMBER A3.1 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI legend W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES: external finishes CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET EXTERNALROOF FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01 TL-01 CF-01 CP-01 TIMBER FLOOR FLOOR TILE CONCRETE FLOOR CARPET
TL-02 PB-01 WL-01 WL-02 WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN
notes N 0 5 10 SCALE 1:200 @A1
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
external finishes
ROOF EXPOSED DOWNPIPES
EXTERNALROOF FINISHES: RF-01 DP-01 GT-01
internal finishes
INTERNAL FLOOR FINISHES:
FLOOR FLOOR TILE
TL-01
FLOOR
DRAWING GROUND
TILE
WALL LINING
INTERNAL WALL / FACADE FINISHES: TL-02 PB-01 WL-01 WL-02
LINING
STOCKROOM FIRE RATE STAIRCASE STUDENT COMMON ROOM STUDENT KITCHEN AREA TEACHER’S OFFICE TEACHER’S KITCHEN & COMMON ROOM CLASSROOM CLASSROOM 2 MALE TOILET FEMALE TOILET ENSUITE TF-01 TL-01 CF-01 TL-01 CF-01 CP-01 TF-01TL-01 TF-01 CP-01 TF-01 TL-01 W-01 W-02 W-02 W-01 W-02 W-01 W-02 W-02 W-01 W-01 W-01 W-02 W-02 W-01 W-03 W-03 W-03 W-02 W.GF-03 W.GF-06 W.GF-01 W.GF-02 W.GF-04 W.GF-05 W.GF-07 W.GF-08 W.GF-10 W.GF-11 W.GF-12 W.GF-13 W.GF-09 D.GF-01 D.GF-02 D.GF-03 D.GF-04 D.GF-05 D.GF-06 D.GF-07 D.GF-08 D.GF-09 D.GF-10 D.GF-11 D.GF-12 D.GF-13 D.GF-14 D.GF-15 D.GF-16 D.GF-17 D.GF-18 A A3.4 A A3.4 B A3.4 B A3.4 A A3.3 B A3.3 C A3.3 8000 8000 8000 8000 8000 8000 8000 8000 1700 1700 1700 27007509507508360 9000 2000 500 2000 7810 2000 1160190 190 190 190 2190 1650 1650 1160 1160 2190 1650 1650 1160 7860 1000 500 1650 1650 3000 190700 900 700 1160 1160 540 2700 2000 600 800 2400 2300 900 900 900 190 14301080 7 8 9 10 11 12 F G H Ilegend W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES:
CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET
RW-01 METAL
BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01
CF-01 CP-01 TIMBER
CONCRETE
CARPET
WALL
PLASTERBOARD TIMBER
WALL
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN
FLOOR PLAN 1:100 DRAWING NUMBER A3.2.1 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI N 0 1 5 SCALE 1:100 @A1 wall types; finishes notes W-01 W-02 W-03 100MM "MASTERWALL" INSULATED RENDER SYSTEM, 35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD WALL FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES 140MM HIGH DENSITY BLOCKWORK INTERNAL WALL, 10MM PLASTERBOARD INSTALLED ON BOTH SIDE 90MM F5 STUD FRAME WITH 10MM PLASTERBOARD INSTALLED ON BOTH SIDE WITH SELECTED FINISHES A3.5 A3.6
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
internal finishes
INTERNAL FLOOR FINISHES:
FLOOR
INTERNAL WALL / FACADE FINISHES:
A A3.4 A A3.4 B A3.4 B A3.4 A A3.3 B A3.3 C A3.3 STOCKROOM FIRE RATE STAIRCASE STUDENT STUDY ROOM STUDENT KITCHEN AREA TEACHER’S OFFICE TEACHER’S KITCHEN & COMMON ROOM CLASSROOM CLASSROOM 2 MALE TOILET FEMALE TOILET ENSUITE BALCONY CLASSROOM 3 STUDENT COMMON ROOM TL-01 TF-01 TL-01 CF-01 TL-01 CF-01 CP-01 TF-01TL-01 TF-01 TF-02 TF-01 TF-01 W-01 W-02 W-02 W-01 W-02 W-01 W-02 W-02 W-01 W-01 W-01 W-02 W-02 W-01 W-03 W-03 W-03 W-02 W.L2-03 W.L2-10 W.L2-01 W.L2-02 W.L2-07 W.L2-08 W.L2-11 W.L2-12 W.L2-14 W.L2-15 W.L2-16 W.L2-17 W.L2-13 W.L2-04 W.L2-05 W.L2-06 W.L2-09 W.L2-20 W.L2-21 W.L2-23 W.L2-24 W.L2-22 W.L2-23 W.L2-24 W.L2-19 W.L2-18 W.L1-17 D.L2-01 D.L2-02 D.L2-03 D.L2-04 D.L2-05 D.L2-06 D.L2-07 D.L2-08 D.L2-09 D.L2-10 D.L2-11 D.L2-12 D.L2-13 D.L2-14 D.L2-15 D.L2-16 D.L2-17 D.L2-18 D.L2-11 W.L1-18 W.L1-19 W.L1-21 W.L1-22 W.L1-20 CF-01 TL-01 TF-01 W-02 W-01 W-02 W-01 W-02 D.L2-02 A A3.4 8000 8000 8000 8000 8000 8000 8000 8000 1700 1700 1700 27007509507508360 2000 500 2000 2000 1160190 190 190 190 2190 1650 1650 1160 1160 2190 1650 1650 1160 7860 1000 500 1650 1650 3000 190700 900 700 1160 1160 540 2700 1170 600 800 2400 2300 900 900 900 1150 1650 800 1650 800 1650 1300 600 1650 300 300 300 1650 1650 1650 6800 1650 320 557 1400 1650 1650 2795 2350 1400 7 8 9 10 11 12 F G H I DRAWING TYPICAL FLOOR PLAN 1:100 DRAWING NUMBER A3.2.2 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI legend W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES: external finishes CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET EXTERNALROOF FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01 TL-01 CF-01 CP-01 TIMBER
FLOOR TILE CONCRETE FLOOR CARPET
TL-02 PB-01 WL-01 WL-02 WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN N 0 1 5 SCALE 1:100 @A1 wall types; finishes notes W-01 W-02 W-03 100MM "MASTERWALL" INSULATED RENDER SYSTEM, 35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD WALL FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES 140MM HIGH DENSITY BLOCKWORK INTERNAL WALL, 10MM PLASTERBOARD INSTALLED ON BOTH SIDE 90MM F5 STUD FRAME WITH 10MM PLASTERBOARD INSTALLED ON BOTH SIDE WITH SELECTED FINISHES A3.6 A3.5 A3.5 A3.6
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
legend
external finishes
EXTERNALROOF FINISHES:
internal finishes
INTERNAL FLOOR FINISHES:
FLOOR FLOOR TILE CONCRETE FLOOR CARPET
INTERNAL WALL / FACADE FINISHES: TL-02 PB-01 WL-01 WL-02
WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
140MM HIGH DENSITY BLOCKWORK INTERNAL WALL, 10MM PLASTERBOARD INSTALLED ON BOTH SIDE
100MM "MASTERWALL" INSULATED RENDER SYSTEM, 35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD WALL FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES
90MM F5 STUD FRAME WITH 10MM PLASTERBOARD INSTALLED ON BOTH SIDE WITH SELECTED FINISHES
210 CAPPING WIDTH 2 FALL 2 FALL 2 FALL FALL DP DP DP DP DP DP DP DP DP DP DP DP 1:200 FALL BOX GUTTER @ 1:200 FALL TO SUMP 2FALL 2 FALL SEWER VENT BOX GUTTER @ 1:200 FALL TO SUMP 8,100 270 8,100 1:200 FALL A A3.4 A A3.4 B A3.4 B A3.4 A A3.3 B A3.3 C A3.3 7 8 9 10 11 12 F G H I 8000 8000 8000 8000 8000 8000 8000 8000 DRAWING ROOF PLAN 1:100 DRAWING NUMBER A3.2.3 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI
W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES:
CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET
RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01 TL-01 CF-01 CP-01 TIMBER
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN 0 5 SCALE 1:100 @A1 wall types; finishes notes W-01 W-02 W-03
A3.5 A3.6
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
TR-01
internal finishes
MOUNTED EXHAUST
INTERNAL FLOOR FINISHES:
FLOOR
INTERNAL WALL / FACADE FINISHES:
140MM HIGH DENSITY BLOCKWORK INTERNAL WALL, 10MM PLASTERBOARD INSTALLED ON BOTH SIDE
100MM "MASTERWALL" INSULATED RENDER SYSTEM, 35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD WALL FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES
90MM F5 STUD FRAME WITH 10MM PLASTERBOARD INSTALLED ON BOTH SIDE WITH SELECTED FINISHES
D.L2-11 D.L1-11
D.L2-11
W.L2-24 W.L2-22
W.L1-23 W.L1-03 W.L1-01W.L1-02W.L1-07W.L1-08 W.L1-04W.L1-05W.L1-06
W.L1-24 W.L1-22
D.GF-10
W.L2-03 W.L2-01W.L2-02W.L2-07W.L2-08 W.L2-04W.L2-05W.L2-06 W.GF-04W.GF-05 W.GF-03 W.GF-01W.GF-02
W.L2-20W.L2-24 W.L2-23 W.L2-21W.L2-22 W.L2-18W.L2-19 W.L1-18W.L1-20W.L1-21W.L1-22 W.L1-19
W.L2-21
W.L2-20
W.L2-23 W.L1-20 W.L1-21
notes
1. all works to be carried out in accordance with building code of australia (bca) and authority requirements.
2. the following notes shall be read in conjunction with all the architectural structural, and services drawings, schedules and specifications relating to this project.
3. all materials and fittings to be fixed in strict accordance with the manufactures specification
4. refer to geotechnical report, the site soil has been classified as class p due to the deep fill. geotechnical issue and solution refers to as 1289 testing of soils for engineering purposes; as 1726 1993 geotechnical site investigation; as 2870 2001 residential slabs and footings.
5. all new stir treads to have minimum 270mm clear wide treads with a maximum 190mm high riser.
6. all handrails and balustrades shall be minimum 1000mm high above landings and minimum 865mm high above stair nosing. spacing between balustrading and risers shall be a maximum of 125mm and to comply with bca part 3.9.2.
W.L2-05 W.L2-06 W.L2-09
W.L2-03 W.L2-01 W.L2-02 W.L2-10W.L2-11 W.L2-07 W.L2-08 W.L2-04
W.L1-05 W.L1-06 W.L1-09
W.L1-10W.L1-11 W.L1-07 W.L1-08 W.L1-04
W.L1-03 W.L1-01 W.L1-02
W.GF-06W.GF-07 W.GF-03 W.GF-01 W.GF-02W.GF-04 W.GF-05
8000 8000 8000 8000 8000 789101112 ROOF TOP GROUND FLOOR FIRST FLOOR SECOND FLOOR second floor ceiling level first floor ceiling level ground floor ceiling level 8000 8000 8000 IHGF 8000 8000 8000 FGHI ROOF TOP GROUND FLOOR FIRST FLOOR SECOND FLOOR second floor ceiling level first floor ceiling level ground floor ceiling level +4.20 +9.20 +14.20 +18.60 +19.47 +8.60 +13.60 +4.20 +9.20 +14.20 +18.60 +8.60 +13.60 4,4005,000 600 4,4005,000 600 4,400 4,4005,000 600 4,4005,000 600 4,4005,270 870 +19.47 5,270 870 A A3.3 BUILDING ELEVATION NORTH 1:100 B A3.3 BUILDING ELEVATION WEST 1:100 C A3.3 BUILDING ELEVATION EAST 1:100 Stair towards upper terrace, the park above DRAWING ELEVATION 1:100 DRAWING NUMBER A3.3 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI legend W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES: external finishes CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET EXTERNALROOF FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01 TL-01 CF-01 CP-01 TIMBER
FLOOR TILE CONCRETE FLOOR CARPET
TL-02 PB-01 WL-01 WL-02 WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING
FAN
0 5 SCALE 1:100 @A1 wall types; finishes notes W-01 W-02 W-03
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
legend
DENSITY BLOCKWORK INTERNAL
10MM PLASTERBOARD INSTALLED ON BOTH SIDE
100MM "MASTERWALL" INSULATED RENDER
35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD WALL FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES
90MM F5 STUD FRAME WITH 10MM PLASTERBOARD INSTALLED ON BOTH SIDE WITH SELECTED FINISHES
1. all works to be carried out in accordance with building code of australia (bca) and authority requirements.
2. the following notes shall be read in conjunction with all the architectural structural, and services drawings, schedules and specifications relating to this project.
3. all materials and fittings to be fixed in strict accordance with the manufactures specification
4. refer to geotechnical report, the site soil has been classified as class p due to the deep fill. geotechnical issue and solution refers to as 1289 testing of soils for engineering purposes; as 1726 1993 geotechnical site investigation; as 2870 2001 residential slabs and footings.
5. all new stir treads to have minimum 270mm clear wide treads with a maximum 190mm high riser.
6. all handrails and balustrades shall be minimum 1000mm high above landings and minimum 865mm high above stair nosing. spacing between balustrading and risers shall be a maximum of 125mm and to comply with bca part 3.9.2.
external finishes
EXTERNALROOF
internal finishes
INTERNAL FLOOR FINISHES:
FLOOR
INTERNAL WALL / FACADE FINISHES: TL-02 PB-01 WL-01 WL-02
TILE PLASTERBOARD
WALL LINING WALL LINING
JESSIE (JIAQI)
8000 8000 8000 8000 8000 789101112 ROOF TOP GROUND FLOOR FIRST FLOOR SECOND FLOOR second floor ceiling level first floor ceiling level ground floor ceiling level +4.20 +9.20 +14.20 +18.60 +19.47 +8.60 +13.60 4,4005,000 600 4,4005,000 600 4,4005,270 870 TEACHER’S OFFICE CLASSROOM 3 CLASSROOM 3 TEACHER’S OFFICE TEACHER’S OFFICE FIRE RATE STAIRCASE FIRE RATE STAIRCASE FIRE RATE STAIRCASE SITE BOUNDARY WL-01 WL-01 WL-01 WL-02 WL-02 W-02 W-02 W-01 D.GF-06 D.L2-06 D.L2-06 W-01 W-02 8000 8000 8000 FGHI ROOF TOP GROUND FLOOR FIRST FLOOR SECOND FLOOR second floor ceiling level first floor ceiling level ground floor ceiling level +4.20 +9.20 +14.20 +18.60 +19.47 +8.60 +13.60 4,4005,000 600 4,4005,000 600 4,4005,270 870 MALE TOILETFEMALE TOILET MALE TOILETFEMALE TOILET MALE TOILETFEMALE TOILET BALCONY BALCONY SITE BOUNDARY OF THIS SECION SITE BOUNDARY OF THIS SECION W-03W-02 W-01 D.GF-03 W.L2-20 W.L1-18 D. -11 D.GF-10 W-03 BOX GUTTER DOWN PIPE A A3.4 BUILDING SECTION 1:100 B A3.4 BUILDING SECTION 1:100
notes DRAWING SECTION 1:100 DRAWING NUMBER A3.4 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME
SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI
W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES:
CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET
FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01 TL-01 CF-01 CP-01 TIMBER FLOOR FLOOR TILE CONCRETE
CARPET
WALL
TIMBER
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN 0 1 5 SCALE 1:100 @A1 wall types; finishes notes W-01 W-02 W-03
SYSTEM,
140MM HIGH
WALL,
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
external finishes
internal finishes
INTERNAL
INTERNAL
100MM
90MM
PLASTERBOARD
STUD FRAME WITH
SIDE WITH
ON
1. all works to be carried out in accordance with building code of australia (bca) and authority requirements.
2. the following notes shall be read in conjunction with all the architectural structural, and services drawings, schedules and specifications relating to this project.
3. all materials and fittings to be fixed in strict accordance with the manufactures specification
4. refer to geotechnical report, the site soil has been classified as class p due to the deep fill. geotechnical issue and solution refers to as 1289 testing of soils for engineering purposes; as 1726 1993 geotechnical site investigation; as 2870 2001 residential slabs and footings.
5. all new stir treads to have minimum 270mm clear wide treads with a maximum 190mm high riser.
6. all handrails and balustrades shall be minimum 1000mm high above landings and minimum 865mm high above stair nosing. spacing between balustrading and risers shall be a maximum of 125mm and to comply with bca part 3.9.2.
CL-01 13MM PLASTERBOARD CEILING FLUSHED AND SANDED PREP AIRED FOR PAINTED FINISHES TF-01 DIRECT FIX TIMBER FLOOR OVER OSB BOARD OSB BOARD OVER FLOOR JOIST 12MM OSB STRIPS BETWEEN JOIST AND OSB PACKER OVER FLOOR JOIST INSULATION TRUSS ZONE PILE FOOTING 400 BOX GUTTER WL-02 INSULATION BRACING AIRTIGHT MEMBRANE METAL ROOF TRIMDEK HI-TEN 2 FALL TF-01 SCREED INSULATION POLYTHENE SEPERATION LAYER
notes DRAWING PEAL AWAY AXO 1:25 DRAWING NUMBER A3.5 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI legend W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES:
CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET EXTERNALROOF FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
FLOOR FINISHES:
TF-01 TL-01 CF-01 CP-01 TIMBER FLOOR FLOOR TILE CONCRETE FLOOR CARPET
WALL / FACADE FINISHES: TL-02 PB-01 WL-01 WL-02 WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN 0 0.2 1 SCALE 1:25 @A1 0.5 1.5 wall types; finishes notes W-01 W-02 W-03
"MASTERWALL" INSULATED RENDER SYSTEM, 35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD WALL FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES 140MM HIGH DENSITY BLOCKWORK INTERNAL WALL, 10MM PLASTERBOARD INSTALLED ON BOTH SIDE
F5
10MM
INSTALLED
BOTH
SELECTED FINISHES
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
legend
external finishes
EXTERNALROOF
internal finishes
INTERNAL FLOOR FINISHES:
TIMBER FLOOR FLOOR TILE CONCRETE FLOOR CARPET
INTERNAL WALL / FACADE FINISHES: TL-02 PB-01 WL-01 WL-02
WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
100MM
90MM
WALL
STUD FRAME WITH
ON
PLASTERBOARD
WITH
150 15 70 65 900 900 GROUND FLOOR +4.20 IN-04 SCREED TL-01 F.F.L. 4.2 POLYTHENE SEPERATION LAYER IN-03 90100 NOTE: ALL INSULATION BOARDS MUST BE TAPED AT JOINTS AND JUNCTURES TO ACHIEVE THE SPECI FIED AIRTIGHTNESS PRIOR TO FINISHES BEING INSTALLED MECHANICALLY FIXED BACK TO STRUCTURE 400 FALL ROOF CAPPING VOID IN-03 NOTE: ALL INSULATION BOARDS MUST BE TAPED AT JOINTS AND JUNCTURES TO ACHIEVE THE SPECIFIED AIRTIGHTNESS PRIOR TO FINISHES BEING INSTALLED MECHANICALLY FIXED BACK TO STRUCTURE AIRTIGHT MEMBRANE WEATHERPROOF MEMBRANE second floor ceiling level +18.60 TL-02 90100 900 900 TL-01 OSB BOARD OVER FLOOR JOIST 12MM OSB STRIPS BETWEEN JOISTS AND OSB PACKER OVER FLOOR JOIST TRUSS ZONE410 FIRST FLOOR ground floor ceiling level +9.20 +8.60 110 W-02 W-02 W-02 W-02 CL-01 CL-01 STUDENT KITCHEN AREA STUDENT KITCHEN AREA STUDENT KITCHEN AREA TL-02 TL-02 STUDENT KITCHEN AREA F 600 600 IN-03 NOTE: ALL INSULATION BOARDS MUST BE TAPED AT JOINTS AND JUNCTURES TO ACHIEVE THE SPECIFIED AIRTIGHTNESS PRIOR TO FINISHES BEING INSTALLED MECHANICALLY FIXED BACK TO STRUCTURE W-02 110 DP TO RAINWATER TANK DRAWING SECTION DETAIL 1:10 DRAWING NUMBER A3.6 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124 TUTORIAL NO. T17 TUTOR NAME FRANCESCO ADAMI
W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES:
CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET
FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
TF-01 TL-01 CF-01 CP-01
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN 0 0.1 0.5 SCALE 1:100 @A1 N wall types; finishes notes W-01 W-02 W-03
"MASTERWALL" INSULATED RENDER SYSTEM, 35 CAVITY, VAPOUR BARRIER, 90MM TIMBER STUD
FRAME FILLED WITH 90MM FIBERGLASS BATT INSULATION AND PLASTERBOARD LINING WITH SELECTED FINISHES 140MM HIGH DENSITY BLOCKWORK INTERNAL WALL, 10MM PLASTERBOARD INSTALLED ON BOTH SIDE
F5
10MM
INSTALLED
BOTH SIDE
SELECTED FINISHES
general notes
All work shall comply to the requirement of the authority. Work not covered by requirements of the authority much comply with Australian Standard.
Alteration requirement shall firstly approved before the construction and not be deemed.
Alteration requirement shall firstly approved before the construction and not be deemed.
Site is located at the Paddock Fed Square in Melbourne, Victoria, Australia.
Notes and detail of existing site condition may refers to site investigation and analysis reportConstruction Design Assignment 1.
The construction team shall acknowledge the most recent information about pipes and cables network underground to eliminate the risks of blind digging. Recent information of civic pipes and and lineworks has also been analyzed in Construction Disign Assignment 1.
All formwork shall be used in accordance with AS 3610 and manufacturer’s specification.
All concrete shall be mechanically vibrated in accordance with AS 3600. Concrete properties are transported to site and mix on site to make sure concrete is fresh. The compounds of concrete mixture shall comply with AS 3799. Concrete shall be graded with specified strength in accordance to AS 1379. SLUMP test is necessary for concrete to determine its preperty in relation to its consistency. This concrete testing shall comply with AS 1012.3.1-1988.
All timber frame including bracing shall comply in accordance with AS. 1684
Other Relevant Standards
AS/NZS 1748 Timber Stress-graded Product requirements for mechanically stress-graded timber
AS 2082 Visually stress-graded hardwood for structural purposes
AS 2858 Timber softwood-visually stress-graded for structural purposes
AS2878 Timber classification into strength groups
AS 3519 Timber Machine Proof Gradding
AS 4654.1-2021 Waterproofing membranes for external above-ground use-Materials
AS 4654.2-2012 Waterproofing membranes for external above-ground use-Design and installation
AS 3740-2010 Waterproofing of Domestic Wet Areas.
1,700
EXTERNALROOF
internal finishes
INTERNAL
TF-01 TL-01 CF-01 CP-01
1,160 1,160 1,600 1,600 1,650
FINISHES:
TIMBER FLOOR FLOOR TILE CONCRETE FLOOR CARPET
INTERNAL WALL / FACADE FINISHES: TL-02 PB-01 WL-01 WL-02
WALL TILE PLASTERBOARD TIMBER WALL LINING WALL LINING
W.L2-01 W.L2-02 W.L2-03 W.L2-06 W.L2-07 W.L2-08 W.L2-09 W.L2-10 W.L2-11 W.L2-12
1,700
W.L2-04
1,650 W.L1-04 W.L1-05
2,000 2,000 1,160 1,160 1,600 1,600 1,650 W.L1-01 W.L1-02 W.L1-03 W.L1-06 W.L1-07 W.L1-08 W.L1-09 W.L1-10 W.L1-11 W.L1-12
1,650 1,650 1,400 W.L1-14 W.L1-15 W.L1-16 W.L1-17
1,700 1,700 1,700 2,000 2,000 1,160 1,160 1,600 1,600 1,650 W.GF-01 W.GF-02 W.GF-03 W.GF-04 W.GF-05 W.GF-06 W.GF-07 W.GF-08 W.GF-09 W.GF-10 W.GF-11 W.GF-12
1,650 1,650 1,650 W.L1-13
1,650 1,650 1,650 W.GF-13
1,650 1,650
1,650 1,650 1,650 W.L1-18 W.L1-19 W.L1-20 W.L1-21 W.L1-22
WINDOW Schedule
KEY LOCATION TYPE KEY LOCATION TYPE
W.L1-19 CLASS ROOM Tilt & Turn W.L1-20 HALL Fixed W.L1-21 STUDENT KITCHEN AREA Tilt & Turn W.L1-22 STUDENT KITCHEN AREA Tilt & Turn W.L1-23 STUDENT KITCHEN AREA Tilt & Turn W.L1-24 STUDENT KITCHEN AREA Tilt & Turn
KITCHEN & COMMON ROOM Tilt & Turn W.GF-07 TEACHER'S KITCHEN & COMMON ROOM Tilt & Turn W.GF-08 ELEVATOR ENTRY HALL Fixed W.GF-09 TOILET ENTRY HALL Tilt & Turn W.GF-10 CLASS ROOM 2 Tilt & Turn W.GF-11 CLASS ROOM 2 Tilt & Turn W.GF-12 CLASS ROOM Tilt & Turn W.GF-13 CLASS ROOM Tilt & Turn W.L1-01 STUDENT COMMON ROOM Tilt & Turn W.L1-02 STUDENT COMMON ROOM Tilt & Turn W.L1-03 STUDENT COMMON ROOM Tilt & Turn W.L1-04 CLASS ROOM 3 Tilt & Turn W.L1-05 CLASS ROOM 3 Tilt & Turn W.L1-06 CLASS ROOM 3 Tilt & Turn W.L1-07 TEACHER'S OFFICE Tilt & Turn W.L1-08 TEACHER'S OFFICE Tilt & Turn W.L1-09 TEACHER'S OFFICE Tilt & Turn W.L1-10 TEACHER'S KITCHEN & COMMON ROOM Tilt & Turn W.L1-11 TEACHER'S KITCHEN & COMMON ROOM Tilt & Turn W.L1-12 ELEVATOR ENTRY HALL Fixed W.L1-13 TOILET ENTRY HALL Tilt & Turn W.L1-14 CLASS ROOM 2 Tilt & Turn W.L1-15 CLASS ROOM 2 Tilt & Turn W.L1-16 CLASS ROOM Tilt & Turn W.L1-17 CLASS ROOM Tilt & Turn W.L1-18 CLASS ROOM Tilt & Turn
ACCESSORIES
W.L2-01 STUDENT COMMON ROOM Tilt & Turn W.L2-02 STUDENT COMMON ROOM Tilt & Turn W.L2-03 STUDENT COMMON ROOM Tilt & Turn W.L2-04 CLASS ROOM 3 Tilt & Turn W.L2-05 CLASS ROOM 3 Tilt & Turn W.L2-06 CLASS ROOM 3 Tilt & Turn W.L2-07 TEACHER'S OFFICE Tilt & Turn W.L2-08 TEACHER'S OFFICE Tilt & Turn W.L2-09 TEACHER'S OFFICE Tilt & Turn W.L2-10 TEACHER'S KITCHEN & COMMON ROOM Tilt & Turn W.L2-11 TEACHER'S KITCHEN & COMMON ROOM Tilt & Turn W.L2-12 ELEVATOR ENTRY HALL Fixed W.L2-13 TOILET ENTRY HALL Tilt & Turn W.L2-14 CLASS ROOM 2 Tilt & Turn W.L2-15 CLASS ROOM 2 Tilt & Turn W.L2-16 CLASS ROOM Tilt & Turn W.L2-17 CLASS ROOM Tilt & Turn W.L2-18 HALL Fixed W.L2-19 STUDENT KITCHEN AREA Tilt & Turn W.L2-20 STUDENT KITCHEN AREA Tilt & Turn W.L2-21 STUDENT KITCHEN AREA Tilt & Turn W.L2-22 STUDENT KITCHEN AREA Tilt & Turn
Code
TL-01 Floor Tile Femail Toilet, Male Toilet, Ensuite, Student Kitchen Area, Teacher's Kitchen Area
TL-02 Wall Tile Femail Toilet, Male Toilet, Ensuite, Student Kitchen Area, Teacher's Kitchen Area
* Size: 1200mmL x 600mmW
Thickness: 8mm
Laying pattern: As indicated on Drawings
* Finish: TBC * Size: 100mmW x 100mmL
Grout Joint width: 2mm
Thickness: 8mm
TF-01 Timber Floor Ground Floor, First Floor, Second Floor Generally * Thickness: 19mm * Board width: 100mm visble
Substrate: OSB board
TF-02 Timber Decking Balcony * Thickness: 19mm * Board width: 100mm
Lengths: random lengths * 5 mm gap between boards
CF-01 Concrete Floor Fire Rate Staircase, Stock Room * Product; Boral Envirocrete
Surface finish: Steel Trowel
This is the finished surface for the garage
Protect as required during construction CP-01 Carpet Student Common Room * Thickness 7mm CL-01 Ceilings Plasterboard Generally-as indicated on drawings * Plasterboard, 13mm, water resistant to wet areas. Allow for complete suspended ceiling system as required
WL-01 Timber Wall Lining Teacher's Office, Student Study Room * Thickness: 30mm * Board width: 100mm
* Length: set length
WL-02 Wall Lining Classrooms, Stock Room * Substrate: Direct stick on to plasterboard wall
DRAWING EXPLANATORY SCHEDULE as indicated DRAWING NUMBER A3.7 PROJECT Batman Ave, Melbourne VIC 3004 STUDENT NAME JESSIE (JIAQI) SUN STUDENT NO. 1174124
NO.
GROUND FLOOR FIRST FLOOR SECOND FLOOR second floor ceiling level first floor ceiling level ground floor ceiling level 790 2,780 1,390
2,780 790 2,780 1,390
1,700 1,700
2,780
790 2,780 1,390
1,700 1,700 2,000 2,000
1,650 1,650 1,650 W.L2-13 2,780 1,650
W.L2-05 1,650 1,650 1,400 W.L2-14 W.L2-15 W.L2-16 W.L2-17 1,650 W.L2-18 W.L2-19 W.L2-20 W.L2-21 W.L2-22 1,650 1,650 1,650 1,650 D.GF-10 D.L1-11 D.L2-11 4,400 2,350 2,3502,350 4,400 2,350 2,3502,350 4,400 1,700 1,7001,700 1,700 WINDOW SCHEDULE SCALE 1:100 100 90 10 35 WALL TYPE W-02 MASTERWALL INSULATION SYSTEM 35MM CAVITY VAPOUR BARRIER FIBERGLASS INSULATION 90MM TIMBER STUD FRAME WALL STRUCTURE 140 1010 HIGH DENSITY BLOCK WORK INTERNAL WALL PLASTERBOARD LINING/WALL FINISHES PLASTERBOARD FIXED ON BOTH SIDE 90 1010 PLASTERBOARD FIXED ON BOTH SIDE WITH SELECTED FINISHES WALL TYPE W-03 HIGH DENSITY BLOCKWORK INTERNAL WALL WALL TYPE W-01 TIMBER STUD FRAME INTERNAL WALL 45 WALL TYPE SCALE 1:5 OSB BOARD OVER FLOOR JOIST 12MM OSB STRIPS BETWEEN JOISTS AND OSB PACKER OVER FLOOR JOIST TRUSS ZONE 410 CL-01 INTERNAL FLOOR STRUCTURE SCALE 1:10 SELECTED FINISH FIXED ABOVE OSB BOARD W.L2-23 W.L2-24 1,650 1,650 W.GF-01 STUDENT COMMON ROOM Tilt & Turn W.GF-02 STUDENT COMMON ROOM Tilt & Turn W.GF-03 STUDENT COMMON ROOM Tilt & Turn W.GF-04 TEACHER'S OFFICE Tilt & Turn W.GF-05 TEACHER'S OFFICE Tilt & Turn W.GF-06 TEACHER'S
KEY DESCRIPTION FP FIXED PANEL SP SLIDING PANEL TTP TILT & TURN PANEL
Legend Indicative Location Detail/Proprietary Description
*
*
*
*
*
*
*
*
*
TUTORIAL
T17 TUTOR NAME FRANCESCO ADAMI legend W.L2-01 INDICATES BUILDING LEVEL AND WINDOW NUMBER D.L2-01 INDICATES BUILDING LEVEL AND DOOR NUMBER EXTERNAL FLOOR / GROUND FINISHES: external finishes CON-1 CON-2 TF-02 INSITU CONCRETE SLAB EXPOSED AGREGATE INSITU CONCRETE SLAB UNSEALED TIMBER DECKING EXTERNAL WALL / FACADE FINISHES: TR-01 GP -FP -SLP -TTP PV-01 CD-01 TEXTURED RENDER ON BLOCKWORK GLASS PANEL -FIXED PANEL -SLIDING PANEL -TILT & TURN PANEL STONE PAVING ALUMINIUM SHEET
FINISHES: RF-01 DP-01 GT-01 RW-01 METAL ROOF EXPOSED DOWNPIPES BOX GUTTERS RAINWATER GOODS CAPPINGS
FLOOR
TL-01 W-01 W-01 INDICATES MATERIAL INDICATES WALL TYPE INTERNAL CEILING CL-01 CEILING PLASTERBOARD SMOKE DETECTOR, MAIN WIRED WITH BATTERY BACKUP TO COMPLY WITH AS3786 CEILING MOUNTED EXHAUST FAN