ABPL30041 Construction Design: Final Model and Detail Submission

CONSTRUCTION DESIGN ABPL 30041

OLYMPIC PARK COMMUNITY FACILITY

GIRVAN CHRISTIAN TENGGONO 917833 LUKE, TUTORIAL 10

PRIMARY STRUCTURE REINFORCED CONCRETE MEMBERS 1. SUSPENDED SLAB INTERIOR (MULTIPURPOSE ROOM) 420 THICK PT SLAB, F’c = 40 MPa

1.1. Top and Bottom bracing: Giving tensile strength to the concrete member 1.2. Post Tensioning (5 Stranded Tendon): To reduce deflection (might cause failure) by creating negative deflection

EXTERIOR (BALCONY) 200 THICK PT SLAB, F’c = 40 MPa, 200mm step down

Top and Bottom Bracing Post Tensioning (5 Stranded Tendon) 1.3. Screed:

To create fall, removing water from the balcony

2. CONCRETE BEAM 1B3, 700X600

2.1. Reinforcement: 4N24, 1N16 E.F., 7N20 Giving tensile strength

12.1

2.2. Ligatures: N12-300 CTS Giving resistance to shear stress

STEEL MEMBERS 3. UNIVERSAL COLUMN

4.2

150 UC 30 Primary support for the roof structure

5.1

10.2

SECONDARY STRUCTURE

REINFORCED CONCRETE MEMBERS 4. REINFORCED CONCRETE COLUMN

4.1

4

11.2

7 9

6

3

(NON-STRUCTURAL)

11.1

250x1044, F’c = 40 MPa

12.2

4.1. Reinforcement: 14N6 BARS

13 4.3

14

4.2. Ligatures: R10 LIGS @200 CTS

4.3. Compressible joint filler

15

1.3

20mm, to support surface and as a gap filler

STEEL MEMBERS 5. PURLINS

10.1

Framing members

8

5.1. C Section:

16

Framing members

5.2. Top hat Section: Sub framing member

6. SHS Framing members to connect G-floor glass facade finish

1.2 12.1

1

WOODEN MEMBERS 7. TIMBER PACKING

1.1

Framing members

8. TIMBER BATTENS

12.2

Framing members to connect timber decking finish

FINISH 9. INSULATION AND SARKING Bradford CSR

10. WATERPROOFING

10.1. Waterproof membrane: Decking underside Liquid applied polyurethane.

10.2. Vapour permeable membrane (VPM1): Cladding underside Bradford CSR “Enviroseal”

11. BALUSTRADE 11.1. Glass balustrade: Designed complete system to comply with AS1288 & 1170.

5.2

11.2. Steel Stanchion: Frame supporting glass balustrade

12. CLADDING

2

2.1

12.1. Metal cladding (MC2): VMZinc Vertical Interlocking Panel System

12.2. Metal cladding (MC3):

2.2

VMZinc Flat Lock Seam Panel System

12.2. Vapour permeable membrane (VPM1): Cladding and wall underside Bradford CSR “Enviroseal”

FFL RL 10.70 - LEVEL 2

13. ALUMINUM WINDOW FRAME Complete with gasket

14. PLASTERBOARD 15. TIMBER DECKING

AXONOMETRIC DRAWING AREA C

16. DOUBLE GLAZED WINDOW

CONSTRUCTION DESIGN ABPL30041 SEMESTER 1, 2019

DRAWN BY: GIRVAN CHRISTIAN TENGGONO

ARCHITECT: CROXON RAMSAY

SCALE: 1:10 @A2

PROJECT:

TUTORIAL: ASSIGNMENT: TASK 2A: FACADE DETAIL LUKE, WEDNESDAY 3PM

OLYMPIC PARK COMMUNITY FACILITY

PRIMARY STRUCTURE STEEL MEMBERS 1. UNIVERSAL BEAM 250 UB 31: Primary roof load bearing member. Load is transferred to Structural Column (200 UC 46)

8

2. UNIVERSAL COLUMN

12.2

150 UC 31: Column is used as a bearer. Load is transferred to SHS column (100 x 6 SHS)

3. PURLINS S Section:

5.1

The S Section carries the load of the roof to be transferred to the beams. The purlins also carries the load of the suspended ceiling finish.

SECONDARY STRUCTURE

12.1

STEEL MEMBERS 5.3

4. BRACING Non load bearing members that supports the primary structure.

5.4

4.1. Tension Rod: Trasferring large force accross the roof with minimum material. Rods are welded to plates connected to primary structures.

9 5.5 5.2

4.2. Diagonal Bracing (75x10 EA):

8

Provides lateral stability to the supported member (250 UB 31). Also provides strength for the roof to resist suction from wind pressure. The EA here is bolted to a cleat that is welded into the facade.

1

13.1

11

5. ROOF TRUSS

Frames the facade of the building.

5.1. PFC (180 PFC):

2

Frames the roof truss. Framing member. Connections are mostly achieved by bolting.

5.2. Equal Angle (75x10 EA):

7

Frames the truss. Welded to the PFC. Framing is done vertically and diagonally

5.3. Universal Column (150 UC 30): Connects the Roof truss to the primary members. UC is welded to the PFC as a framing member. Primary members are connected through welding cleats to the UC

4.1

5.4. Top Hat Section:

3

Connects the facade finish to the truss.

5.5. C Section: Secondary framing members.

6. EAVES Overhanging members welded to the roof truss

6.1. EA Outrigger (75x10 EA):

4.2

Frames the eavevs. Welded to the roof truss.

6.2. SHS: Frames the eaves. Welded to the EA.

6.3. Metal subframing:

To achieve the form of the finish.

WOODEN MEMBERS 7. TIMBER PACKING

6.3

Secondary framing members.

8. PLYWOOD FRAMING

6.2

Provides area for steel stud connections.

9. MASONITE LINING Engineered wood hardboard.

6.1

14

FINISH 10. ROOFING Bondek, corrugated iron.

11. INSULATION AND SARKING Bradford CSR

12. WEATHERPROOFING

16

12.1. Vapour permeable membrane (VPM1): Cladding underside Bradford CSR “Enviroseal”

12.2. Vapour permeable membrane (VPM2): On roof with Plywood Substrate Bradford CSR “Enviroseal”

15

12.3. Breather Membrane: Waterproof yet air permeable membrane.

12.4. Anti abrassive building paper: Inbetween Plywood frame and Metal Finish

13. CLADDING Folding are done on edges and where cladding finish as weatherproofing.

13.1. Metal cladding (MC2): VMZinc Vertical Interlocking Panel System

13.2. Metal cladding (MC3): VMZinc Flat Lock Seam Panel System

14. SUSPENDED PLASTERBOARD CEILING 15. DOUBLE GLAZED WINDOW 16. MDF BLIND BULKHEAD MDF suspended blind bulkhead, painted.

CL RL 13.70 - LEVEL 2

AXONOMETRIC DRAWING AREA C

CONSTRUCTION DESIGN ABPL30041 SEMESTER 1, 2019

ARCHITECT: CROXON RAMSAY PROJECT: OLYMPIC PARK COMMUNITY FACILITY

SCALE: 1:10 @A1

DRAWN BY: GIRVAN CHRISTIAN TENGGONO

ASSIGNMENT: TASK 2B

TUTORIAL: LUKE, WEDNESDAY 3PM