Construction Design - Final Model

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.

N

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

N

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