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: àGalvanized Steel àConcrete 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.