Structural concepts constructing

Page 1

STRUCTURAL CONCEPTS SIERRA STATHIS, CHRISTIAN VIRGONA, MADDIE WALSH, CATHERINE DEMETRIOU


ABOVE ROOF SHEET PROFILE

EXISTING ROOF

PLASTERBOARD WALL COLORBOND 13MM ROOF FLASHING 2 X 13MM 2HR FIRECHECK

1200x600 TRANSLUCENT 50mm LINISHED STAINLESS STEEL CONTINUOUSDIFFUSER HANDRAIL TO AS TO RAKED 1428 PLASTERBOARD

SFL

-0.300

CON1

EXISTING "NEW" LFR BUILDING

FIRE CURTAIN HEAD BOX

LINE INTERNAL SHAFT

13MM SELECT TI

10

4

1780 EXTENSION

EXISTING BRICK WALL

BAL 1 PLASTERBOARD CLADDING

19MM THK YELLO PARTICLEBOARD

A08.01

10MM INFILL

HONED CONCRE FOOTING TO STR ENGINEERS DET

S

CON3

DESCRIPTION OF 5STRUCTURAL SYSTEMSCFC SHEE 1000

2

A10.01

b) Primary Structure (Horizontal and Vertical)

a) Foundations and Footing

50

SELECTED TIMBER FLOOR

CONC. SILL 5

200

1 : 10

A06.06

D1.01

1:5

BAL2

80

2

FIRE CURTAIN

2

NEW LIFT SKL LANDING

A03.02

6.350

CL

6.125

3.175

SFL

865

4

MEETING LINE BETWEEN VINYL & TIMBER FLOOR

A09.12

NEW GLAZ

PLAN DETAIL - FIRE

CURTAIN DG.29 3 A10.02

1:5

FIRE CURTAIN

EQ

970

EQ

A09.12

1:5

EXISTING TO BASEM

150

2310

2

13MM PLASTERBOARD CLADDING

13MM PLASTERBOARD CLADDING

PLAN DETAIL - FIRE Plan view brick wall with timber stud DG.29 wall, plaster board and FIPfire curtain

SFL

ROO

CONCEALED SIDE GUIDES

6째

NEW LFR L1 CEILING

13MM PLASTERBOARD

skirting attached to plaster board by screws. Carpet tile affixed to slab.

VINYL FINISH

2

NEW CONC FLOOR

EXISTING BRICK WALL

75

CONCEALED SIDE GUIDES

MEETING LINE BETWEEN VINYL & TIMBER FLOOR

CIRC 000A NEW LFR LEVEL

2

SKIRTING SECTION DETAILS

1:2

75MM STUD WALL

TIMBER FINISH

A03.02

2

75MM STUD WALL

METAL ANGLE RAMP KERB IN ACCORDANCE WITH AS. 1428 TO BOTH SIDES OF RAMP

1 NEWCURTAIN CONCRETEDG.27 SCREED

1 : 10

FLOOR SLAB TO ENGINEERS DETAILS

NEW LIFT NEW 3 DEGREE PITCH Skirting section details. Aluminum LANDING

EXISTING BRICK WALL

BALUSTRADE TYPE 1 IN ACCORDANCE WITH AS 1428

EXISTING CONCRETE SLAB

A10.01 1:5

A09.12

8

NEW 2.5 DEGREE PITCH METAL DECK ROOF

GL06

RAMP SECTION DETAIL

SECTION DETAIL 2 FIRE CURTAIN DG.29

4

CO L

NEW RAMPED BRIDGE LINK

1

Roof structure bolted using steel I-beams 2

C

PLASTERBOAD LINING

SELECTED 7MM CARPET TILE

NEW 300MM WIDE BOX GUTTER

1245

NEW LFR L1

Skylight Detail.

STEEL ANGLE TO ENGINEER'S DETAIL

Floor structures: Existing concrete and steel structure

STEEL BEAM CLEATED TO ANGLE

A09.11

75

75

ENTRY

75

CO L

75

4

EXISTING LEVEL 1 SLAB. ASSUMED DOWNSTAND SHOWN TO REMAIN. CONFIRM ON INSPECTION

75

EXISTING CONCRETE WALL TO REMAIN AS UPSTAND

2650

1535

EXISTIN

CO L 580

E

"OLD" LFR BUILDING

A10.02

T

POINTS -NEW REFER META CIVIL ENGINEERING DRAWING

NEW RAMP SUPPORT TO TIE FIXED TO SLAB 1BEAM : 20 BACK INTO OLD LFR FLOOR

SECTION DETAIL FIRE CURTAIN DG.27

2

CLADDING CONC. SIL PARAPET WALL TYP

SELECTED 100MM HIGH ALUMINIUM SKIRTING

A10.01

RAMP SECTION DETAIL

1

EXISTING SUBFL BRICKWORK, VEN FOUNDATION TO

ROOF

EXISTING BRICK WALL SECTION DETAIL

4

EXISTING CONCRETE SLAB

1:5

NEW LIFT LANDING

C SECTION PURLINS TO ENGR'S DETAIL

ENGINEERS DETAILS

100X30 TIMBER KERB WITH T-BAR FIXED TO STEEL TO RUN ALONG SIDES OF RAMP IN ACCORDANCE WITH AS-1428. FLOOR DETAIL

A04.02 A04.05

100

PFC TO ENGR'S DETAIL EXISTING CONCRETE TO

COL

CON3 Structures c) Secondary (Horizontal and Vertical)TRENCH DISCHARGE

300 X 150 BOX GUTTER

50 50

FALL

COL

SELECTED VINYL FLOORING FIXED TO SLAB IN ACCORDANCE WITH MANUF SPEC

50

150

FALL

COL

150

865

FIRE CURTAIN

40 x 35 TIMBER FLOORING

13MM PLASTERBOARD CLADDING

EXISTING JOIST W OVER TO MAKE L EXISTING JOISTS AS REQUIRED

100

92

261

150MM HIGH TIMBER KERB - IN ACCORDANCE WITH AS 1428

150 150

150 100 300

AFFL 2.400

CO L

PLASTERBOARD. PAINT EXISTING BRICK WALL FINISH BULKHEAD

50 100

OPENING FOR INSPECTION 50mm x 50mm LINISHED STAINLESS WITH 13mm STEEL SQUARE HOLLOW SECTION

1150

OLD LFR GF

11

COLORBOND KLIPLOK ROOF SHEETING

289

BAL 2

EXISTING BRICK WALL

SKYLIGHTS 600

200

TOP

75

GL01 3.700


IDENTIFICATION AND LOCATION OF STRUCTURAL MATERIALS Clay Pressed EXISTING Brick

Timber Flooring

This clay pressed brick remains from the existing buildings, these bricks provide a load bearing capacity to dead and live loads at the groundfloor and mezzanine level.

Timber Floorboards is seen in the MLSE building, These timber floorboards are fixed to existing joists in the Student Lounging Area

Timber Ceiling & Wall Timber Ceiling has been used in the Student Lounge, this would have likely been through the use of timber framing in the ceiling structure.

Other: àGalvanized Steel àConcrete Slab


STRUCTURAL FIXINGS

The bolts in this instance are placed within the cleat plates and their function is to hold and stabilise the two steel beams together.

SCREW Screw into an existing concrete slab within existing brickwork.

Steel columns have been welded to the beam and joists at each end.

New concrete Ramp

Pre-existing concrete Ramp


ENVIRONMENTAL AND ECONOMIC ANALYSIS Carbon Footprint:

Economic Implications

There are certain areas of this development where there is evidence that proves that the developers have taken into account the carbon footprint of this development, some of these instances include:

There are decisions that have been made in this development which have proved to have beneficial economic implications as well as negative implications in this development.

Skylight – The skylight allows for natural light to illuminate this corridor and decreases reliance on electric lighting. Insulation – There has been insulation included in the walls and ceilings in order to minimise the dependence on heating that would require gas or electricity

A positive economic implication includes the use of a skylight, by designing this structure with a skylight, money will be saved through the use of natural light rather than having to light the building with electric lighting. Another example could be seen as using recycled materials as well as conserving uses of materials such as plasterboards (e.g. painting existing bricks white)

Other: Embodied Energy Recyclability

A negative economic implication may relate to the aesthetics of this development. Whilst the glass walls are very appealing to look at, this was a decision that would’ve proven to be incredibly costly where the developers could have used a cheaper material for a wall. Another example includes steel framing for a ceiling structure, whilst it is much sturdier than a timber roof structure. This method is much more expensive.


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.