ABPL20033 - CONSTRUCTION ANALYSIS SEMESTER 2 2019 DR ALBERTO PUGNALE | SUBJECT COODINATOR DR SOFIA COLABELLA | SENIOR TUTOR ROBERT DE MELIS | TUTOR JE TAN | 915959 | 15 SEPTEMBER 2019 NORTHCOTE HOUSE | TUTORIAL 24 ASSIGNMENT 02 FLIBOOK SECTION 2D: CONSTRUCTION STAGES, DETAILS AND ANNOTATIONS
RELEVANT STANDARDS DEMOLITION OF EXISTING STRUCTURE CARRIED OUT TO THE EXTENT NOTED IN ARCHITECTURAL DRAWINGS, IN ACCORDANCE WITH AS2601. CONSTRUCTION REQUIREMENTS TO BE AS2870.
RIB A2 DUG TO 700MM DEPTH AND 400MM WIDTH WITH 10 ABELFLEX EXPANSION JOINT FILLER TO ACCOMMODATE EXTERNAL SLAB.
A2
CONSTRUCTION IMAGES
DEMOLITION, EXCAVATION AND SERVICE LAYOUT
01
A1
EXCAVATOR BUCKET SIZED TO TRENCH WIDTH.
RIB A1 DUG TO 700MM DEPTH AND 400MM WIDTH WITH MINIMUM 150MM REBATE.
C1 A4 50MM PACKING SAND PLACED TO LEVEL GROUND.
DEMOLITION WORK EXISTING SHED, RAINWATER TANK, TREES AND WESTERN PALING FENCE DEMOLISHED. ALL DEBRIS, ROOTS, GRASS, FILL AND SOFT SOIL REMOVED FROM SITE. GROUND TESTED FOR SHRINKAGE CRACKS AND WHERE PRESENT, SITE IS WATERED FOR FIVE DAY OR AS DIRECTED.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
EXISTING HOUSE DEMOLISHED TO SHOW EXTENT.
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
01
PLAN DEMOLITION, EXCAVATION AND SERVICE LAYOUT
DEMOLITION, EXCAVATION AND SERVICE LAYOUT
01
POSITION OF SERVICES DETERMINED PRIOR TO CONCRETE POUR. PLUMBING WORK INSTALLED WITH FLEXIBLE CONNECTIONS AS TO PERMIT RELATIVE MOVEMENT OF THE GROUND AND SLAB. SERVICE PIPE TRENCHES EXCAVATED TO ABOVE INFLUENCE LINE.
25MM PIPE LAGGING TO PREVENT CRACKING DUE TO SLAB MOVEMENT.
RIB C1 DUG TO 400MM DEPTH WITH 300MM WIDTH. PIPES LAGGED THROUGH RIBS AND SLAB WTH 25 MM FELT AND TAPED BEFORE SLAB POUR.
COMPACT 50MM PACKING SAND PLACED ON PREPARED GROUND WITH 0.2MM POLYTHENE LAPPED AND TAPED ON TOP.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
RIB A4 DUG TO 500MM DEPTH AND 400MM WIDTH.
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
01
SECTION 2C DEMOLITION, EXCAVATION AND SERVICE LAYOUT
RELEVANT STANDARDS ALL CONCRETE SAMPLING, TESTING, WORKMANSHIP AND TOLERANCES CONDUCTED IN ACCORDANCE WITH AS3600. SITE MAINTENANCE AND CONSTRUCTION REQUIREMENTS FOR THE RAFT SLAB CARRIED OUT IN ACCORDANCE WITH AS2870. ALL REINFORCEMENT TO AS1302.
CONSTRUCTION IMAGES
CONCRETE SLAB ON GROUND
02
FORMWORK SURFACE FINISHES AND TIMES FOR STRIPPING TO AS3610.
FORMWORK SET UP WITH STAKES TO PROVIDE SUPPORT. REBATE ON SOUTHERN BORDER SET WITH STAGGERED FORMWORK. FORMWORK PLACED FOR SLAB POUR.
CONCRETE THOROUGHLY VIBRATED AND COMPACTED USING RUBBER TIPPED IMMERSION VIBRATOR.
RF82 HARD DRAWN STEEL WIRE REINFORCING FABRIC SUPPORTED ON CHAIRS WITH UPTURNED EDGES AT 800 CTS AND WITH 50MM LAP.
CONCRETE POURED.
SLAB MOIST CURED FOR 14 DAYS TO MINIMISE SHRINKAGE AND CRACKING.
CONCRETE SMOOTHED AND LEFT TO CURE. PIPES TAPED ON TOP TO KEEP OUT DIRT.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
02
PLAN CONCRETE SLAB ON GROUND
CONCRETE SLAB ON GROUND
02
FABRIC
BAR CHAIR
POLYTHENE
PACKING SAND
EARTH
RF82: REINFORCING FABRIC 8MM WIRE DIAMETRE SQUARE MESH AT 200 CTS
SLAB COMPOSITION.
4-12-TM TRENCH MESH 12MM WIRE DIAMETRE 4 BARS, CROSS WIRE AT 200CTS
3-12-TM TRENCH MESH 12MM WIRE DIAMETRE 3 BARS, CROSS WIRE AT 200CTS
CONCRETE WITH 80MM SLUMP AND 20MM AGGREGATE POURED WITH 50MM COVER TO REINFORCEMENT ABOVE GROUND. SCREED AND BULL FLOAT USED TO LEVEL AND COMPACT CONCRETE.
3-12-TM RUN THROUGH RIB C1.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
4-12-TM RUN THROUGH RIB A1, A2 AND A4.
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
02
SECTION 2C CONCRETE SLAB ON GROUND
RELEVANT STANDARDS ALL STEELWORK, FABRICATION, TOLERANCES AND CONSTRUCTION IN ACCORDANCE WITH AS4100 ALL STEEL TO AS3579, AS1538 AND AS15543 ALL WELDING TO AS1554 ALL BOLTS TO AS1111 AND TIGHTENED TO AS1511 U.N.O.
CONSTRUCTION IMAGES
GROUND FLOOR STRUCTURAL SYSTEM
03 TIMBER CONSTRUCTION TO AS1684. BRICKWORK WORKMANSHIP AND MATERIAL TO AS3700.
C2 B2 C1 AND C2 2/125X125X12L STEEL MEMBERS WITH CAP PLATES ERECTED BY BOLTING INTO SLAB.
B2 WELDED TO C1 COLUMN.
3.3 90X45 MGP10 TIMBER STUDS SPACED AT 450 CTS JOINED BY NOGGINGS TO FORM LOAD BEARING WALLS.
B3
C3, B3 AND B1 INTERSECTION.
B1 C3 AND C4 89X89X6 SHS WITH CAP PLATES ERECTED BY BOLTING INTO SLAB. C3
B3 WELDED TO CAP PLATE ON C3,
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
03
PLAN GROUND FLOOR STRUCTURAL SYSTEM
GROUND FLOOR STRUCTURAL SYSTEM
03
C3 SHS WELDED TO 10MM CLEAT PLATE AND BOLTED TO SLAB USING 2-M20 BOLTS. C2 EA WELDED TO 10MM CLEAT PLATE AND BOLTED TO SLAB USING 2-M20 BOLTS. ONE EA OFFSET ON REBATE
TEMPORARY TIMBER SUPPORT USED TO HOLD UP B3 310UB32.
LBWS TILTED UP AND SUPPORTED BY 30X0.8MM CROSSED STRAP BRACING.
BRICK WALL LAID IN STRETCHER BOND PATTERN. EXPANSION JOINTS LOCATED AT MAX 7M SPACING WITH BRICK TIES AS SPECIFIED BY ENGINEER.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
TEMPORARY BRACING PROVIDED AS NECESSARY FOR SAFETY AND ALIGNMENT OF STRUCTURE.
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
03
SECTION 2C GROUND FLOOR STRUCTURAL SYSTEM
RELEVANT STANDARDS ALL WELDING TO AS1554. ALL TIMBER FIXING, BRACKING AND WORKMANSHIP TO AS1684 AND AS1720.
CONSTRUCTION IMAGES
FIRST FLOOR STRUCTURAL SYSTEM
04
SCAFFOLDING CONSTRUCTED TO TO PROVIDE SAFE ACCESS TO FIRST FLOOR.
B4
B4 2/360X45 LVL BEAM BOLTED TO STEEL FRAMING PERPENDICULAR TO B3 310UB32 TO SUPPORT CANTILEVERED FIRST FLOOR EXTERNAL WALL.
B2
B2 SPANNING C2 TO C1.
BLOCKING FIXED TO FJ1 TO PROVIDE RIGIDITY TO FIRST FLOOR STRUCTURE. B3
STRUCTAFLOOR YELLOW TOUNGE PARTICLEBOARD FLOORING PLACED OVER FLOOR JOISTS.
B4 NAILED TO TIMBER INSIDE B3.
B1 380PFC PLUS AND 100X100X6 SHS NOTCHED AND WELDED TO B3 310UB32.
B1
FJ1 JOISTS AT 450 CTS SPANNING B1 TO B2
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
04
PLAN FIRST FLOOR STRUCTURAL SYSTEM
FIRST FLOOR STRUCTURAL SYSTEM
04
B2 310UB32 WELDED TO C2 TOP PLATE USING FULL PERIMETER CONTINUOUS 6MM FILLET WELD. B1 COMPRISED OF 380PFC PLUS 100X100X6 SHS. TACK WELDED TOGETHER.
FJ1 300X45 LVL JOISTS AT 450 CTS INSERTED TO SPAN INTERMEDIATE FLOORING STRUCTURE.
B1 NOTCHED AND WELDED TO B3 310UB32. YELLOW TOUNGE PARTICLEBOARD FLOORING. SIZE OF 3600X900X19MM. TOUNGE AND GROOVE ALLOWS FOR BOARDS TO LOCK TOGETHER.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
04
SECTION 2C FIRST FLOOR STRUCTURAL SYSTEM
RELEVANT STANDARDS ALL TIMBER FIXING, BRACKING AND WORKMANSHIP TO AS1684 AND AS1720. ALL EXPOSED BOLTS AND FIXINGS TO BE IN ACCORDANCE TO AS1650.
CONSTRUCTION IMAGES
FIRST FLOOR FRAMING
05
JAMB STUD INSERTED TO HOLD SILL TRIMMER FOR WINDOW. BOTTOM PLATE NAILED TO B1 AND STUD WALLS BUILT.
TIMBER STUD WALLS CONSTRUCTED USING 90X45 MGP10. STUDS SPACED AT 450 CTS.
BRACING AND TEMP. SUPPORTS USED TO BUILD WALLS.
WINDOW OPENING SET UP BEFORE FRAME INSERTION.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
05
PLAN FIRST FLOOR FRAMING
FIRST FLOOR FRAMING
05
WALL BRACED WITH 30X0.8MM CROSSED STRAP BRACING.
NOGGINGS IN WALL STAGGERED TO ALLOW FOR NAILING AND RIGIDITY.
30X0.8MM CROSS BRACING TENSIONED TO STUDS AND FIXED USING GALVANISED FLAT HEAD NAILS.
TEMPORARY BRACING SUPPORTS FIRST FLOOR STUD WALL DURING CONSTRUCTION.
METAL STRAPS LOOPED OVER TOP PLATE AND FIXED USING FLAT HEAD NAILS.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
05
SECTION 2C FIRST FLOOR FRAMING
RELEVANT STANDARDS ALL TIMBER FIXING, BRACKING AND WORKMANSHIP TO AS1684 AND AS1720. ALL EXPOSED BOLTS AND FIXINGS TO BE IN ACCORDANCE TO AS1650.
CONSTRUCTION IMAGES
INTERNAL WALLS SYSTEMS
06
INTERNAL STUD PARTITION WALLS ARE ERECTED USING 90X45 MGP10 TIMBER AND JOINED TO EXISTING FRAMING.
COMPLETION OF INTERIOR PARTITION WALLS.
IN-02 BRADFORD SOUNDSCREEN BATTS WITH 88MM THICKNESS INSTALLED IN PARTITION WALLS TO BEDROOMS AND BATHROOMS.
ELECTICAL CABLES RUN BEHIND INSULATION.
WATER TO BATHROOM RUN THROUGH WALL.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
06
PLAN INTERNAL WALLS SYSTEMS
INTERNAL WALLS SYSTEMS
06
LINTEL AND JACK STUDS TRANSFER LOAD FROM DOOR FRAME TO JAMB STUD. JACK STUD
SERVICE PIPING AND CABLES RUN THROUGH INTERNAL WALLS FOR PROVISION OF ELECTRICITY AND WATER. HYDRONIC PANEL PIPING INSTALLED.
LINTEL
JAMB STUD
DOOR FRAMING DETAIL. T JUNCTION DETAIL. DOUBLE STUD WITH BLOCKING USED TO SUPPORT CRITICAL CORNER.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
06
SECTION 2C INTERNAL WALL SYSTEMS
RELEVANT STANDARDS ALL TIMBER FIXING, BRACKING AND WORKMANSHIP TO AS1684 AND AS1720. ALL EXPOSED BOLTS AND FIXINGS TO BE IN ACCORDANCE TO AS1650.
CONSTRUCTION IMAGES
ROOF SYSTEMS AND CEILING STRUCTURE
07
LYSAGHT KLIP-LOK 700 ROOF SHEETING NAILED TO UPSTANDS WITH APPROPRIATE LAPPING TO PREVENT WATER INGRESS. FALL FALL
ANTICON BLANKET WITH THERMAL REFLECTIVE FOIL SARKING INSTALLED IN ROOF CAVITIES.
IN-05 INSERTED INTO CEILING.
CROSS STRAP BRACING ON TOP OF CEILING JOISTS.
GRADED BATTENS ALLOW FOR ROOF FALL OF 2 DEGREES TO GUTTER.
ANTICON BLANKED PREPARED FOR ROOF.
TEMPORARY SUPPORT ON JOISTS TO ALLOW FOR CONSTRUCTION OF ROOF SYSTEM.
LYSAGHT KLIPLOK 700 ROOFING FALL TOWARDS BOX GUTTER.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
07
PLAN ROOF SYSTEMS AND CEILING STRUCTURE
ROOF SYSTEMS AND CEILING STRUCTURE
07
UPSTANDS NAILED TO BATTENS IN ORDER TO SUPPORT ROOFING.
BOX GUTTER SYSTEMS INSTALLED AT BOTH GROUND FLOOR AND FIRST FLOOR ROOFING WITH DOWNPIPES PLACED AT ENDS.
RL1 2/240X45 BEAM JOINED TO R1 200X45 LVL BATTENS USING JOIST HANGERS AT 600CTS.
TRIMMER
IN-04 BRADFORD GOLD HIGH PERFORMANCE CEILING BATTS WITH 260MM THICKNESS FIXED TO CEILING.
JOIST HANGER
JOISTS AT 450 CTS.
IN-05 BRADFORD GOLD BATTS WITH 140MM THICKNESS INSERTED INTO ROOF CAVITIES.
JOIST HANGERS USED TO SUPPORT LOWER ROOF.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
07
SECTION 2C ROOF SYSTEMS AND CEILING STRUCTURE
RELEVANT STANDARDS ALL GLAZING ON WINDOWS TO COMPLY WITH AS1288.
W06 CENTRE GLAZE FRAME WITH ANEETA SASHLESS WINDOW INSTALLED. GS-02 DOUBLE GLAZING. FLYSCREEN ON FIRST FLOOR OPERABLE WINDOW INSTALLED WITH RESTRICTION OF 125MM IN ACCORDANCE WITH AUSTRALIAN STANDARDS.
CONSTRUCTION IMAGES
WINDOW SYSTEMS
08
W06
WINDOW FRAME INSERTED.
W05 CENTRE GLAZE FRAME WITH FIXED GLASS AND ANEETA SASHLESS WINDOW INSTALLED. GS-01 DOUBLE GLAZING.
SKYLIGHT INSTALLED.
W05
LOUVRELINE VERTICAL OPERABLE LOUVRES INSTALLED ON EXTERIOR OF BUILDING.
SKYLIGHT FITTED WITH APPROPRIATE FLASHINGS AND WEATHER STRIPS. GS-03 DOUBLE GLAZING. SLIDING DOOR INSTALLED ON RAILS.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
08
PLAN WINDOW SYSTEMS
WINDOW SYSTEMS
08
R1 200X45 LVL AT 600 CTS
RL1 2/240X45 LVL
JOIST HANGER
WINDOW FRAME SIZE AND LOCATIONS DETERMINED DURING CONSTRUCTION OF FRAMING. WINDOW FRAMES INSERTED INTO WALLS, USING PACKERS TO ENSURE CORRECT FIT. ALL DIMENSIONS MEASURED ON SITE PRIOR TO WINDOW MANUFACTURE.
SILL TRIMMER
D04
D04 AWS SLIDEMASTER 2 PANEL DOOR INSTALLED ON RAILS. DOOR WEATHER STRIPPED AND SEALED. GS-04 DOUBLE GLAZING.
JACK STUD JAMB STUD B1
W05 WINDOW FRAME DETAIL.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
08
SECTION 2C WINDOW SYSTEMS
RELEVANT STANDARDS BRICKWORK WORKMANSHIP AND MATERIAL TO COMPLY WITH AS3700.
CONSTRUCTION IMAGES
WALL SYSTEMS
09
TC-01 CHARRED SHIPLAP TIMBER CLADDING FIXED TO WALL ON 30X70MM BATTENS IN VERTICAL ORIENTATION.
IN-01 BRADFORD GOLD BATTS WITH FOIL SARKING INSTALLED INTO EXTERNAL WALL.
WALL CLADDING INSTALLED.
HARDIEWRAP WEATHER BARRIER INSTALLED TO WATERPROOF EXTERNAL WALLS.
TC-01 CLADDING AND BRICKWORK LAID OUT.
CD-01 HARDIE SMART COMPACT BOUNDARY WALL SYSTEM WITH SYCON AXON 133 SMOOTH CLADDING INSTALLED INTO WESTERN BOUNDARY WALL.
BRICKWORK FINISHED WITH PAINT.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
09
PLAN WALL SYSTEMS
WALL SYSTEMS
09 IN-01 INSULATION SARKING 70X30 BATTEN TC-01 CLADDING EXTERNAL WALL DETAIL.
10MM PLASTERBOARD INSTALLED ON WALLS AND CEILINGS. FINISHED WITH WHISPER WHITE DULUX PAINT.
60MM HARDIE FIRE INSULATION INSERTED INTO EXTERNAL WALL CAVITY ON WESTERN WALL BORDERING NEIGHBOURING PROPERTY TO ACHIEVE 60/60/60MIN FIRE RATING. GROUND FLOOR INTERNAL BRICKWORK LAID OUT IN A STRETCHER BOND PATTERN WITH APPROPRIATE EXPANSION AND CONTRACTION JOINTS AS SPECIFIED BY THE ENGINEER. BRICK TIES INSERTED INTO WALL CAVITY WHERE NECESSARY.
SERVICE PIPE TO FIRST FLOOR BATHROOM INSERTED INTO BRICK WALL CAVITY.
K8 KOOLTHERM RIGID INSULATION INSERTED INTO BRICK CAVITY WALL.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
09
SECTION 2C WALL SYSTEMS
RELEVANT STANDARDS ALL CONCRETE TO COMPLY WITH AS 3600.
EXTERNAL CONCRETE SLAB POURED TO ENGINEER’S SPECIFICATIONS WITH 3MM EXPANSION JOINTS.
CONSTRUCTION IMAGES
FINISHING TRADES AND SERVICES
10
MT-04 ALUMINIUM PRIVACY SCREEN FIXED TO WINDOW BATHROOM
TL-02
BATHROOM FLOORS FINISHED WITH TL-02 STONE CLAY PORCELAIN TILING AND APPROPRIATE WATER-RESISTANT WALL CLADDING.
HYDRONIC SLAB HEATING INSTALLED.
WC
TM-01
DOORS FITTED INTO FRAMES AND FINISHED WITH DULUX WHISPER WHITE OR DARK DOOR PAINT.
TM-01 AMERICAN OAK TIMBER FLOOR BOARDS LAID OVER SUITABLE FLAT SUBSTRATE ACCORDING TO FLOOR FINISHES PLAN.
BED 03
TM-01 JOINERY ASSEMBLED.
ALL SERVICES INCLUDING WATER, ELECTRICITY AND GAS CONNECTED TO MAINS, DRAINAGE PIPES AND SEWERAGE SYSTEMS.
SERVICES INSTALLED ON EXTERIOR. (HYDRONIC GAS HEATERS, AIR CONDITIONERS, HOT WATER TANK AND RAINWATER TANK)
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
NORTH
10
PLAN FINISHING TRADES AND SERVICES
FINISHING TRADES AND SERVICES
10
ELECTRICAL SYSTEMS INCLUDING OUTLETS, WIRELESS ACCESS POINTS, THERMOSTATS AND LIGHTS FIXED ACCORDING TO ELECTRICAL LAYOUT PLAN.
RL 45.090
100MM CONCRETE SCREED FFL 44.430
HYDRONIC HEATING COIL 25MM RIGID INSULATION
BED 03
ALL JOINERY SUCH AS CUPBOARDS, WARDROBES AND BENCHTOPS ASSEMBLED AND FINISHED.
FFL 41.640
FCL 41.195
SLAB IN GROUND
BRICK WALL FINISHED WITH WHISPER WHITE DULUX PAINT. DINING ROOM
HYDRONIC HEATING SYSTEM AND POLISHED SCREED LAID OUT ON GROUND FLOOR ON TOP OF 25MM RIGID INSULATION, WITH CONTROL JOINS AS SPECIFIED IN ARCHITECTURAL DRAWINGS.
ABPL20033 | CONSTRUCTION ANALYSIS JE TAN | 915959 ROBERT DE MELIS | T24
IN-SLAB HYDRONIC HEATING DETAIL.
KITCHEN
FFL 38.340
PROJECT
DATE
FLIPBOOK SECTION 2D
15 SEP 2019
CASE STUDY
SCALE
NORTHCOTE HOUSE
1:50 AT A3
10
SECTION 2C FINISHING TRADES AND SERVICES