ABPL30041 - CONSTRUCTION DESIGN The University of Melbourne - Faculty of Architecture, Building and Planning
Irwinconsult VCASS 57 Miles Street Southbank
MOORE STREET
MILES STREET
N
Key Plan 1:1000 @ A3
Assignment Three (3) Final Model Section B Tutor Andrew Bosworth Student Maiken Strømgren Skogstad Student Number 978409
Table of Contents S01 FOUNDATIONS S02 WEST ELEVATION S03 SOUTH ELEVATION S04 EAST ELEVATION S05 NORTH ELEVATION S06 GROUND FLOOR PERSPECTIVE 1 S07 GROUND FLOOR PERSPECTIVE 2 S08 GROUND FLOOR PERSPECTIVE 3 S09 GROUND FLOOR PERSPECTIVE 4 S10 FIRST FLOOR PERSPECTIVE 1 S11 FIRST FLOOR PERSPECTIVE 2 S12 FIRST FLOOR PERSPECTIVE 3 S13 FIRST FLOOR PERSPECTIVE 4 S14 DETAIL 1 S15 DETAIL 2 S16 DETAIL 3 S17 DETAIL 4 S18 DETAIL 5-1 & 5-2 S19 DETAIL 6 S20 DETAIL 7 S21 DETAIL 8 S22 DETAIL 9 S23 DETAIL 10 S24 DETAIL 11 S25 DETAIL 12 S26 DETAIL 13 S27 DETAIL 14 S28 DETAIL 15 S29 DETAIL 16 S30 MINOR DETAILS
FOUNDATIONS
PRE-EXISTING SLAB PLACED TO CONSTRAIN CONTAMINATED SOIL
CONNECTED TO EDGE BEAM BY STARTER BARS GOING INTO THE BEAM AND ITS REINFORCEMENT
ASPHALT PAVING
CONTAMINATED SOIL (HAZARD) DRIVEN PILE 350 MM X 350 MM X 7-9 M LONG; SEGMENTED TO GET IT TO THE SITE WET AREA; BORE HOLES TERMINATED AT 35.9 M WHERE SANDSTONE WAS FOUND REINFORCEMENT IN THE PILE
N
1:1500 @ A3
KEY PLAN ABPL30041 PILE HAS POINTY END TO MAKE EASIER TO HAMMER INTO GROUND LINE OF INFLUENCE; AN AREA IN WHICH THE FOUNDATION HAS BEEN INFLUENCED BY THE STRUCTURE
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 FOUNDATIONS 01
PRECAST PANEL FINS - 5 DEGREES INWARD CHAMFER PRECAST PANELS - 200 MM THICK PRECAST FACADE PANELS - PANELS DO NOT SUPPORT LOADS FROM FLOORS - INTEGRAL PATTERNED FINISH - CORNERS CHAMFERED
WEST ELEVATION ALL PRECAST CORNERS ARE CHAMFERED 15 MM, 45 DEGREES ON ALL SIDES: EASIER TO REMOVE FROM FORMWORK, LESS CRACKING, DOES NOT RUIN THE APPEARANCE OF THE PANELS. 10 MM SPACING BETWEEN PANELS.
W.01 / F.33 1800 x 700
LUXALON ANODISED ALUMINIUM SUN LOUVRE PANEL 132S CANOPY WITH ALUMINIUM CLADDING
LUXALON FACADE BEAM FIXED TO PRECAST CONCRETE FINS
R 2.0 THERMAL INSULATION N
W.05 / G.41 1800 x 900
W.02 / G.47 1800 x 700
W.01 / G.47 1800 x 900
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT
RFL SARKING
REINFORCEMENT IN PRECAST PANEL
SECTION TUTOR STUDENT NUMBER
REINFORCMENT IN EDGE BEAM EDGE BEAM (B103-SP x 450) 1100 x 1050
EDGE BEAM (B102-SP x 450) 1100 x 1050
DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 ELEVATIONS 02
SOUTH ELEVATION
STEEL C PURLINS FACING UP THE ROOF C60 COLUMN (200UC60) - RUNS CONTINUOUSLY THROUGH BUILDING - OVERALL WIDTH: 205 MM - OVERALL HEIGHT: 210 MM - FLANGE THICKNESS: 14.2 MM - WEB THICKNESS: 9.3 MM
230 (310UB40) - BEAM AND STRUT SUSPENDED ACOUSTIC CEILING TILES WITH FLUSH PLASTERBOARD BORDER R 2.0 THERMAL INSULATION
CANOPY WITH ALUMINIUM CLADDING
TIMBER STUD FRAME PB 300 MM THICK HOLLOWCORE
B39 BEAM (700WB115) SUSPENDED DOUBLE LAYERED FLSUH PLASTERBOARD CEILING PRECAST PANEL FINS - 5 DEGREES INWARD CHAMFER
GALVANIZED PAINTING FIREPROOFING SPRAYED ON N
AP (ACOUSTIC PANEL)
ABPL30041
LUXALON ANODISED ALUMINIUM SUN LOUVRE PANEL 132S
1:1500 @ A3
KEY PLAN
CONSTRUCTION DESIGN
ASSIGNMENT SECTION GROUND BEAM (B28-SP x 450) 1100 x 1000 ASPHALT PAVING
205 MM THICK HOLLOWCORE
TUTOR STUDENT NUMBER
FORMWORK FOR GROUND BEAM
DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 ELEVATIONS 03
KLIP-LOK 700 METAL ROOF SHEETING STEEL C PURLINS FACING UP THE ROOF 300 (360UB51)
300 MM THICK HOLLOWCORE GOING NORTH TO SOUTH
EAST ELEVATION INSULATION IN ROOF
DESIGN LOAD FOR BOTH FLOORS: SUPERIMPOSED DEAD LOAD: 1.25 KPA LIVE LOAD: 4.0 KPA
301 (250PFC) (SUPPOSED TO RUN ALL THE WAY TO THE EDGE)
CANOPY WITH ALUMINIUM CLADDING
205 MM THICK HOLLOWCORE GOING WEST TO EAST FT201 (200D x 100B x 4 RHS)
B101 (700WB115) N
1:1500 @ A3
KEY PLAN C60 COLUMN (200UC60)
205 MM THICK HOLLOWCORE GOING NORTH TO SOUTH GROUND BEAM (B28-SP x 450) 1100 x 1000
205 MM THICK HOLLOWCORE GOING WEST TO EAST
ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
WATER TANK WATER
STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 ELEVATIONS 04
C-PURLINS BRIDGING
B39 (700WB115)
DRAINAGE OUTLET
NORTH ELEVATION
BRACING RODS MINIMUM 5 DEGREES INWARD CHAMFER TO TOP OF PRECAST PANEL
SUSPENDED ACOUSTIC CEILING TILES WITH FLUSH PLASTERBOARD BORDER
PB
CANOPY WITH ALUMINIUM CLADDING
SUSPENDED DOUBLE LAYERED FLSUH PLASTERBOARD CEILING
78 MM SPEEDPANEL INSTALLED VERTICALLY (INTERLOCKING)
N
PRECAST PANEL FINS
ABPL30041 13 MM PLASTERBOARD
1:1500 @ A3
KEY PLAN
CONSTRUCTION DESIGN
ASSIGNMENT PRECAST PANEL FINS STOP 1800 MM ABOVE GROUND
SECTION TUTOR
WATER TANK MAX. DEPTH OF WATER 600 MM (6kPa)
PRECAST PANELS STOP 500 MM ABOVE GROUND
STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 ELEVATIONS 05
GROUND FLOOR PERSPECTIVE 1
300 MM THICK HOLLOWCORE GOING NORTH TO SOUTH
205 MM THICK HOLLOWCORE GOING WEST TO EAST
B39 (700WB115) PAINTED AND FIREPROOFED C60 COLUMN RUNNING CONTINUOUSLY THROUGH BUILDING
ACOUSTIC PANEL
SOUND ABSORBENT BLANKET
SCREED 70 MM
N REINFORCEMENT TO PRECAST CONCRETE PANELS 1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT
PRE-EXISTING SLAB PLACED TO CONSTRAIN CONTAMINATED SOIL
SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 06
GROUND FLOOR PERSPECTIVE 2 WATER TANK DETAILS: MAXIMUM DEPTH OF WATER 600 MM (6 KPA). COVERT TO REINFORCEMENT 30MM TOP, BOTTOM AND BEAMS. SLAB TO BE CAST ON EXISTING SLAB ON GROUND.
B39 (700WB115) WITH GALVANIZED PAINTING
B101 (700WB115)
TIMBER STUD FRAME SUPPORTING WINDOW FRAME
78 MM SPEED PANEL INSTALLED VERTICALLY INTERLOCKS
N MESH IN SCREED
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION WATER TANK
TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 07
GROUND FLOOR PERSPECTIVE 3
205 MM THICK HOLLOWCORE AND 75 MM SCREED
CANOPY WITH ALUMINIUM CLADDING CONNECTED TO TOP HATS CONNECTED TO SHS FRAME LUXALON ANODISED ALUMINIUM SUN LOUVRE PANEL 132S
78 MM SPEED PANEL INSTALLED VERTICALLY INTERLOCKS
PRECAST CONCRETE PANEL FINS
N
205 MM THICK HOLLOWCORE AND 70 MM SCREED WITH 6 OPENINGS. SLAB CODE F205.6 DESIGN WIDTH: 1200 MM PRESTRESS: 500 - 100 MPA
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 08
GROUND FLOOR PERSPECTIVE 4
MESH IN SCREED
300 MM THICK HOLLOWCORE WITH 4 OPENINGS. SLAB CODE: F300.4 DESIGN WIDTH: 1200 MM PRESTRESS: 500 - 1200 MPA
PRECAST CONCRETE PANEL CORNERS CHAMFERED
REINFORCEMENT IN PRECAST CONCRETE PANELS MESH WITH MESH CHAIRS AT 40 MM HEIGHT
N
1:1500 @ A3
KEY PLAN ABPL30041 10 MM SPACING BETWEEN THE PANELS - BACKING RODS AND SEALANT IN GAP
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 09
FIRST FLOOR PERSPECTIVE 1 KLIP-LOK 700 METAL SHEET ROOF
STYROFOAM THERMAL SPACERS
PRECAST CONCRETE PANEL FINS STEEL C PURLINS FACING UP THE ROOF
PRECAST CONCRETE PANELS
BRACING RODS
300 (360UB51)
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT FT201 (200D x 100B x 4 RHS)
SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 10
WP2 WELDED PLATE
PRECAST CONCRETE PANELS’ INWARD CHAMFER TO TOP FUNCTIONING AS A MOISTURE PROTECTION; WEATHERING (WASH) INTO THE BOX GUTTER.
FIRST FLOOR PERSPECTIVE 2
KLIP-LOK 700 METAL SHEET ROOF
BOX GUTTER BRIDGING
C60 COLUMN
230 (310UB40) RF 1 (RESILIENT FLOOR FINISH TYPE 1)
N
FT201 (200D x 100B x 4 RHS)
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT CPT 1 (CARPET TILE TYPE 1)
SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 11
FIRST FLOOR PERSPECTIVE 3
RIB MESH REINFORCEMENT IN PRECAST CONCRETE PANELS
230 (310UB40)
TIMBER STUD FRAME WITH INSULATION COVER WITH PLASTERBOARD N
B101 (700WB115) B39 (700WB115)
SUSPENDED DOUBLE LAYERED FLSUH PLASTERBOARD CEILING
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 12
FIRST FLOOR PERSPECTIVE 4
C-PURLINS FACING UP THE ROOF
MINIMUM 5 DEGREES INWARD CHAMFER TO TOP OF PRECAST PANEL
SUSPENDED ACOUSTIC CEILING TILES WITH FLUSH PLASTERBOARD BORDER CANOPY WITH ALUMINIUM CLADDING CONNECTED TO TOP HATS CONNECTED TO SHS FRAME
RF1 (RESILIENT FLOOR FINISH TYPE 1)
N
1:1500 @ A3
KEY PLAN ABPL30041
78 MM SPEED PANEL
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 PERSPECTIVES 13
NON LOAD BEARING EDGE FORM CFW CONTINUOUS TIMBER STUD FRAME CONNECTED BY SCREWING IT THROUGH THE TIMBER AND INTO THE SCREED AND HOLLOWCORE N20 DOWEL x 350 HIGH AT 2400 CTS
DETAIL 1
205 MM THICK HOLLOWCORE SLAB CODE F205.6
187.6 MM CTC DISTANCE BETWEEN OPENINGS SCREED
STEEL RODS FOR PRESTRESSING THE HOLLOWCORE PANELS
N
B39 (700WB115) 1:1500 @ A3
KEY PLAN
8 PL CLEAT 6 CFW TO BEAM 1M16 PWERS SCREWBOLT INSTALLED AS PLANKS ARE ERECTED, FUNCTION: TO FULLY SEAL A PIECE OF HOLLOW STEEL.
ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR SCREED ADDED ON TOP OF BEAM
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
14
DETAIL 2
TRIMMERS TO ALLOW FOR OPENINGS AND MAKE EDGES STRONG BACKING RODS AND SEALANT BETWEEN PANELS C60 COLUMN (200UC60)
SUPPORT BRACKETS 125 x 75 x 12 UA x 2 OFF AND 200 x 200 x 26 EA x 350 LONG SITTING ON TOP OF 200 x 200 x 13 EA + 450 LONG CAST INTO BEAMS M20 FERRULE WELDED TO ANGLE WITH 220 HOLE
COLUMN DIRECTLY CONNECTED TO EDGE BEAM WITH A PLATE FIX AND ANCHORS INTO THE EDGE BEAM. SCREED IS POURED OVER THE TOP OF THE BOLTS AND PLATE FOR A SMOOTH FINISH.
2N20 x 1500 LOOSE BARS
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT CONNECTION FROM THE COLUMN TO THE EDGE BEAM
SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
15
DETAIL 3
C60 COLUMN (200UC60)
2-N12 BARS
PLATE 200 x 339 CP4 N16 ANCHORS FSBW (FULL STRENGTH BUTT WELD) TO PLATE
M20 8.8/S WITH 75 x 75 x 19 PL WASHER
12 PL x 80 x 350 CLEAT SHOP WELDED TO CP4 12 PL x 80 x 350 CLEAT 6 CFW CONNECTED TO A 2 OFF x 10 PL x 60 x 300 (SITE WELDED)
16 PL x 80 x 100
N
1:1500 @ A3
KEY PLAN 12 PL x 80 x 100
ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT 2 - 220 HOLES 2 - M20 NUTS WELDED BELOW
SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
16
DETAIL 4 RIB MESH REINFORCING RL818 EACH FACE, MAIN WIRES VERTICAL AND OUTER. LAYER AT 30 COVER RECTANGULAR.
RBA16TI (200 EDGE DISTANCE) WITH REID BARS - 900 CTS x 500 LONG CUT TOP OF CORE
C60 COLUMN (200UC60)
MESH IN SCREED
100 x 100 x 8 EA BRACKET AT 1000 LONG, WELDED TO RHS, BOLTED TO HOLLOWCORE SLAB WITH 4 POWER SCREW BOLTS
SEALANT N FACADE TIE B39 (700WB115)
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR FT201 (200D x 100B x 4 RHS)
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
17
DETAIL 5 - 1
DETAIL 5 - 2
C60 COLUMN (200UC60)
N
1:1500 @ A3
KEY PLAN FT201 (200D x 100B x 4 RHS) - RECTANGULAR HOLLOW SECTION - FUNCTION: FACADE TIE AND BRACKETS AT 1/4 SPAN - 2 10 CLEAT PL. 6 CFW - 3M20 8.8/S BOLTS - 10 END CLEAT PLATE TO RHS
B39 (700WB115) - OVERALL WIDTH: 250 MM - OVERALL HEIGHT: 692 MM - FLANGE THICKNESS: 16 MM - WEB THICKNESS: 10 MM - CONNECTION: 10 PL WEB CLEAT EACH FACE - 7 M20 8.8/S BOLTS - BOLTED TO BEAM, WELDED TO COLUMN
B101 (700WB115) - OVERALL WIDTH: 250 MM - OVERALL HEIGHT: 692 MM - FLANGE THICKNESS: 16 MM - WEB THICKNESS: 10 MM - CONNECTION: 10 PL WEB CLEAT EACH FACE - 7 M20 8.8/S BOLTS - BOLTED TO BEAM, WELDED TO COLUMN
ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
18
300 (360UB51) - BEAM, WALL TIE AND STRUT - CONNECTION: 10 PL WEB CLEAT EACH FACE - 3 M20 8.8/S BOLTS - BOLTED TO BEAM, WELDED TO COLUMN
THREADED RODS OVER THE PURLINS SUPPORTING THE BRACKETS
KLIP-LOK 700 METAL SHEET ROOF
DETAIL 6 INSULATION
SAFETY MESH
230 (310UB40) - OVERALL WIDTH: 165 MM - OVERALL HEIGHT: 304 MM - FLANGE THICKNESS: 10.2 MM - WEB THICKNESS: 6.1 MM - CONNECTION: 10 PL WEB CLEAT EACH FACE - 7 M20 8.8/S BOLTS - BOLTED TO BEAM, WELDED TO COLUMN
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
19
BOX GUTTER
FLASHING BENT AT END TO CREATE A DRIP TO PREVENT MOISTURE TRACKING UNDER. 50 MM PROJECTION.
DETAIL 7 PROFILED FOAM FILLER STRIP: INFILL STRIP OF STYROFOAM PREVENTING WIND BLOWN MOISTURE GETTING TO THE GAP AT THE END OF THE ROOF SHEET
WHY METAL ROOF? METAL IS A GOOD THERMAL CONDUCTOR AS WELL AS FIRE RESISTANT. THE COLORBOND ROOF SHEET IS COATED WITH ZINC AND THEN A COLORBOND FINISH.
CONCEALED CLIPS FOR FIXING THE KLIP-LOK
KLIP-LOK 700 CREATES A LABYRINTH PREVENTING DIRECT MOISTURE PATH AT SHEET JUNCTIONS.
WHY COLORBOND? WORKS WELL WITH SOLAR ABSORPTANCE AND RADIATION, WHICH CREATES LESS THERMAL LOAD ON THE BUILDING.
REFLECTIVE FOIL
INSULATION DEALS WITH CONDENSATION, THERMAL INSULATION AND ACOUSTIC INSULATION 30 MM STYROFOAM THERMAL SPACER CONTINUOUS ALONG TOP OF PURLIN
SAFETY MESH ATTACHED TO PURLIN; SITS BELOW INSULATION AND REFLECTIVE FOIL
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION C-PURLINS ATTACHED TO BEAM, FACING UP THE ROOF
TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
20
DETAIL 8 WP2 - 300 x 100 x 10 PLATE - 6 CFW SITE WELDED - CP2 ANCHORS - 3 BARS INSIDE ANCHORS - N16 TRIMMER BAR ON OUTSIDE CORNER WP3 - 200 x 300 x 12 PL - 6 CFW SITE WELDED - 2 NO 19 DIA SHEAR STUD (MIN 30 COVER)
300 (360UB51) - BEAM, WALL TIE AND STRUT - CONNECTION: 10 PL WEB CLEAT EACH FACE - 3 M20 8.8/S BOLTS - BOLTED TO BEAM, WELDED TO COLUMN 230 (310UB40) - OVERALL WIDTH: 165 MM - OVERALL HEIGHT: 304 MM - FLANGE THICKNESS: 10.2 MM - WEB THICKNESS: 6.1 MM - CONNECTION: 10 PL WEB CLEAT EACH FACE - 7 M20 8.8/S BOLTS - BOLTED TO BEAM, WELDED TO COLUMN
PROPPING FERRULES IN PRECAST PANELS
N
FOLDED COLORBOND BOX GUTTER 30 MM STYROFOAM INSULATION
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
21
DETAIL 9
W2 CONNECTIONS
THE FERRULE CHAIR DESIGNED TO LOCATE THE FERRULE WITH ANTENNA CAP TO ABOUT 1 TO 2 MM BELOW THE PANEL SURFACE. IT IS A MAJOR TIME SAVER AND PROVIDES A STRONG, IMPACT RESISTANT SUPPORT. NON-CORROSIVE AND HAS MINIMAL EXPOSURE.
FERRULE CHAIR - FERRULE LENGTH: 96 MM - ANTENNA CAP ON TOP
CHAMFERED PANEL FINS EDGES
CANOPY: CAST IN PLATE TO PRECAST FACADE 6 CPW SITE WELD TO EACH SIDE OF FRAME
W3 CONNECTIONS
PANEL REINFORCEMENT. CUT TO EXPOSE CONNECTION OF STEEL MEMBERS.
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
22
DETAIL 10
C-PURLIN FACE UP THE ROOF
PRESSURE SEAL OVER FLASHING WITH SEALANT IN TOP
COLORBOND BOX GUTTER
301 (250PFC) - OVERALL WIDTH: 90 MM - OVERALL HEIGHT: 250 MM - FLANGE THICKNESS: 15 MM - WEB THICKNESS: 8 MM - CONNECTED WITH A CLEAT AND 2 BOLTS - PLATES WELDED TO PFC, PFC WELDED TO BEAM 230
2 MM THICK COLOURED ANODISED ALUMINIUM PANEL CLADDING STRUCTURAL TAPE FIXING ABOVE AND BELOW FLASHING
N
1:1500 @ A3
KEY PLAN ABPL30041 STEEL TOP HAT SECTION FIXED TO STEEL SUBFRAME POLYPROPYLENE SYPHONIC DRAINAGE OUTLET
FACADE END WALL FRAME 75 X 75 X 3 SHS ANODISED ALUMINIUM DOUBLE GLAZING ADAPTOR (ST LUCIA SUITE)
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
23
DETAIL 11
STEEL TOP HAT SECTION FIXED TO STEEL SUBFRAME INSULATION INSIDE THE CANOPY STEEL STUBFRAME 2 MM THICK COLOURED ANODISED ALUMINIUM PANEL CLADDING
N
CONTINUOUS RFL SARKING
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT FOLDED ALUMINIUM HEAD FLASHING SLOPED TO CREATE A WASH TO DRAIN MOISTURE AWAY FROM ASSEMBLY. LUXALON ANODISED ALUMINIUM SUN LOUVRE PANEL 132S WITH LUXALON FACADE BEAM FIXED TO PRECAST CONCRETE FINS
SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
24
DETAIL 12
CPT 1 (CARPET TILE TYPE 1)
WATER TANK DETAILS ON PAGE 7
EDGE BEAM (B102-SP x 450) 1100 x 1050
ANODISED ALUMINIUM DOUBLE GLAZING ADAPTOR (ST LUCIA SUITE)
CONTINUOUS RFL SARKING SERVES AS A DRAINAGE PLANE TO DISPOSE OF CONDENSATE AND PROTECT INSULATION. ACTS AS A THERMAL BREAK AND A REFLECTIVE FOIL FOR THE HEAT TO BOUNCE BACK INTO THE INTERNAL ENVIRONMENT.
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
25
13 MM PLASTERBOARD ACOUSTIC PANEL
90 MM TIMBER STUD
DETAIL 13 WALL TYPE A: 13 MM PLASTERBOARD 78 MM SPEEDPANEL 20 MM CAVITY 90 MM TIMBER STUD 50 MM SOUND ABSORBENT BLANKET 13 MM PLASTERBOARD
78 MM SPEED PANEL TIMBER STUD FRAME CONNECTED BY SCREWING IT THROUGH THE TIMBER AND INTO THE SCREED AND HOLLOWCORE
20 MM CAVITY
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
26
KLIP-LOK 700
INSULATION
SAFETY MESH
DETAIL 14 STEEL C PURLING - FIXED TO BRACKET - WELDED TO TOP OF BEAM BEYOND
BRIDGING SITS IN MIDDLE OF PURLIN BUT IS MOVED TO 1/4 SPAN FOR THIS SECTION TO BE ABLE TO SHOW THEM.
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR
230 (310UB40)
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
27
DETAIL 15
GUTTER HANGERS FIXED TO CONCRETE WALL
CONTINUOUS STEEL ANGLE HANGERS AT 600MM MAX C/C
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT 420 BRACING ROD WITH TURN BUCKLES - 24 DIA - BRACING DIAGONALLY - THREADED ENDS - ADDS TENSION TO RODS - MAX 300 SPACING BETWEEN ROD FIXINGS
SECTION TUTOR
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
28
419 BRACING ROD WITH TURN BUCKLES - 20 DIA - BRACING DIAGONALLY - THREADED ENDS - ADDS TENSION TO RODS - MAX 300 SPACING BETWEEN ROD FIXINGS
DETAIL 16
ADJUSTABLE CEILING HANGER FOR PURLINS
301 (250PFC)
CONTINUOUS STEEL ANGLE HANGERS AT 600MM MAX C/C
N
1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR SUSPENSION CLIPS
TOP CROSS RAIL (38 X 21 X 0.75 BMT)
FURRING CHANNEL 28 X 38)
FURRING CHANNEL TRACK
THREE (3) FINAL MODEL B ANDREW BOSWORTH
STUDENT NUMBER
978409
DRAWING TITLE
DETAILS
SHEET NO.
29
LOCKING KEY CONNECTNG THE TOP CROSS RAIL TO THE FURRING CHANNEL.
PURLINS ATTACHED TO CLEAT ATTACED TO BEAM. 40 LONG HORIZONTAL SLOTTED HOLES. HOLES ARE SLOTTED TO BE BIGGER THAN THE BOLTS TO ALLOW FOR BUILDING TOLERANCE (2M12 PURLIN BOLTS, 8 CLEAT PL).
TYPICAL CONNECTIONS FOR WINDOWS. ANODISED ALUMINIUM DOUBLE GLAZING ADAPTOR (ST LUCIO SUITE) WITH CONTINUOUS BACKING ROD AND SILICONE SEALANT.
KLIP-LOK 700 METAL ROOF SHEETS LAYED AWAY FROM THE WIND DIRECTION. LAID WITH A NESTED SIDELAP WITH CAPILLARY GROOVE (WHERE THE SHEETS OVERLAP).
FACADE END WALL FRAME 75 X 75 X 3 SHS, CONNECTED BY CAST IN PLATE TO PRECAST FACADE. 6 CFW SITE WELD TO EACH SIDE OF FRAME.
PRESSURE SEAL OVER FLASHING OVER BOX GUTTER. OVER FLASHING FULLY SEALED INTO SAW CUT REBATE IN PRECAST COCNRETE WALL.
MINOR DETAILS
IMAGES OF MINOR DETAILS ADDED AS THEY ARE TOO SMALL TO SHOW IN LARGER AND MORE GENERAL IMAGES.
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KEY PLAN
ABPL30041
DRAWING TITLE SHEET NO.
1:1500 @ A3
CONSTRUCTION DESIGN
ASSIGNMENT
SECTION
TUTOR
STUDENT NUMBER
THREE (3) FINAL MODEL B
ANDREW BOSWORTH 978409
MINOR DETAILS 30
SOURCES “CEILINGS” BY RONDO. URL: https://www.rondo.com.au/media/2624/design_manual_keylock_ceiling_system.pdf “EXTRUDED SUN LOUVRES” BY LUXALON. URL: https://www.yumpu.com/en/document/read/5832027/aerobrise-sun-louvres-hunter-douglas-commercial “EXTRUDED SUN LOUVRES” BY LUXALON. URL: https://cms.esi.info/Media/documents/Hunte_70S132Slouvre_ML.pdf “FLASHING ROOFS TO WALLS” BY VICTORIAN BUILDING AUTHORITY (vba). URL: https://www.vba.vic.gov.au/__data/assets/pdf_file/0006/98466/0.03-Roof-Plumbing-Flashing-Roofs-to-Walls.pdf
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1:1500 @ A3
KEY PLAN ABPL30041
CONSTRUCTION DESIGN
ASSIGNMENT SECTION TUTOR STUDENT NUMBER DRAWING TITLE SHEET NO.
THREE (3) FINAL MODEL B ANDREW BOSWORTH 978409 SOURCES 31