1. SITE
BUILDING NAME 608 SWITCHROOM
FINAL SITE LOCATION BODDINGTON BULK EMULSION STATION
DELIVERY ADDRESS -
FLOOR LOADING
MIN OF 3kPa (FULLY DISTRIBUTED)
ADDITIONAL LOAD ESTIMATED @ 7000
KG
DESIGN WIND
SPECIFICATION
TO COMPLY WITH AS1170.2
IMPORTANCE LEVEL 2
WIND REGION "A1"
WIND LOADING "N3"
TERRAIN CATEGORY "2"
WIND SPEED ULTIMATE - 50 m/s
WIND SPEED SERVICE - 32 m/s
SEISMIC CRITERIA
TO COMPLY WITH AS1170.4
DESIGN WORKING LIFE: 20 YEARS
IMPORTANCE LEVEL: 2
SUBSOIL CLASS: Ce GENERALLY
ANNUAL PROBABILITY OF EXCEEDENCE:
1/500
ACCELERATION FACTOR: 0.09
DIMENSIONS/ GENERAL
ESTIMATED BUILDING WEIGHT
(EXCLUDING EQUIPMENT)
20559.7 KG
LENGTH OVERALL 10087mm
WIDTH OVERALL 3892 mm
HEIGHT OVERALL 4287 mm
LENGTH - INSIDE WALL LININGS 9749 mm
WIDTH - INSIDE WALL LININGS 3554 mm
HEIGHT - FLOOR TO CEILING 3500 mm (MINIMUM)
ROOF PITCH
LOADING/ UNLOADING METHOD
LOADING - JACKING METHOD
UNLOADING - CRANE LIFT
BUILDING SPECIFICATIONS
SUPPORTS
CONCRETE FOOTINGS AS PER ENGINEERS SPEC
STEEL SUPPORT
COLUMNS
310UB40 (BUILDING),
150UB40 (LANDING)
FIRE RATING
ROOF N/A
WALLS 2 hrs(3x16mm FYRCHEK GYPROCK)
FLOOR 2 hrs (3x16mm FYRCHEK GYPROCK)
EXTERNAL CLADDING
ROOF
0.42 BMT ULTRA COLORBOND SUPERDEK
PROFILE, COLOR "WILDERNESS GREEN"
WALLS
0.48 BMT ULTRA COLORBOND SUPERDEK
PROFILE, COLOR "WILDERNESS GREEN"
FLASHING AND TRIMS
0.55 BMT COLORBOND, COLOR
"WILDERNESS GREEN"
INSULATION
ROOF INSULATION R 2.5 FIBRE GLASS BATTS
WALL INSULATION R 2.5 FIBRE GLASS BATTS
ROOF SISALATION WRAP
MEDIUM WEIGHT 500 ANTI-GLARE
SISALATION FOIL
WALL SISALATION WRAP
MEDIUM WEIGHT 500 ANTI-GLARE
SISALATION FOIL
FLOOR INSULATION N/A
WALL FRAMES
FRAMING MEMBERS
FABRICATED FROM CONTINUOUS
GALVANIZED SHEET CONFORMING
TO AS1397-1977
END STUDS, TOP & BOTTOM
PLATES
89x42x1.15 G550 PGI
INTERMEDIATE STUDS,
NOGGINS & BRACING
89x42x1.15 G550 PGI
WALL FRAME JOINT FIXING
ZINC SELF DRILL WAFER TEK
SCREWS 6/10 - 16x16
WALL FRAME/ WALL FRAME
FIXING
2 x10 -16x16 TEK SCREWS @ EACH
NOGGIN
WALL FRAME/ BASE FRAME
FIXING
2 x14 -10x25 TEK SCREWS @ EACH
STUD
4 x14 -10x25 TEK SCREWS @ EACH
BRACE WITH 75x75x6 FLAT
WASHER
ROOF STRUCTURE
CEILING FRAME
89x42x1.15 G550 PGI U.N.O
GUTTERS
0.6mm STRATCO 'VF" COLOR
"WILDERNESS GREEN"
DOWN PIPES
100x50x0.6 PROFILE EXTENDED TO
GROUND LEVEL, COLOR TBA
CEILING PANELS
FRAMING MEMBERS
FABRICATED FROM CONTINUOUS
GALVANIZED SHEET CONFORMING
TO AS1397-1977
END STUDS & SIDE STUDS 89x42x1.15 G550 PGI
INTERMEDIATE STUDS,
NOGGINS & BRACING
89x42x1.15 G550 PGI
CEILING PANEL JOINT FIXING
ZINC SELF DRILL WAFER TEK
SCREWS 6/10 - 16x16
CEILING PANEL / WALL
FRAME FIXING
2 x10 -16x16 TEK SCREWS @ EACH
STUD
CEILING PANEL / CEILING
PANEL FIXING
2 x10 -16x16 TEK SCREWS @ 450
CTRS
CEILING PANEL/ PORTAL
FRAME
2 x14 -16x16 TEK SCREWS @ 450
CTRS
INTERNAL LINING
FLOOR BASE
18mm CFC FLOOR BOARD STRUCTURAL
GRADE NON COMBUSTIBLE
FLOOR COVERING
HEAVY DUTY 2mm SEAM WELDED
INDUSTRIAL ANTI-STATIC VINYL
FLOOR PROTECTION
3.0mm PLY/ MASONITE WITH CARDBOARD
UNDERLAY
FLOOR FIXING
CONSTRUCTION ADHESIVE AND SCREW
FIXING
COVING
75mm VINYL COVE WITH PVC BACKING
PLASTIC BASE
CEILING
0.42 BMT C/BOND SHEETS, COLOR
"WILDERNESS GREEN"
CORNICE
1.0 BMT FLASHING, COLOR "WILDERNESS
GREEN"
WALLS
0.42 BMT C/BOND SHEETS, COLOR
"WILDERNESS GREEN"
BASE FRAME
MAIN PERIMETER BEAMS 300 PFC
CROSS BEAMS B310UB32
STANDARD FLOOR JOISTS 100x50x2.5 RHS & 100x100x3 SHS
EQUIP., SUPPORT JOISTS 100 PFC & 100x100x3 SHS
LIFTING LUGS
PLATE FULLY WELDED TO
PERIMETER BEAMS
PAINTING - STRUCTURAL
STEEL
SURFACE TREATMENT : GRIT BLAST
CLEAN TO AS1627.4 & 9 CLASS 2.5
(NEAR WHITE METAL) WITH ANGULAR
PROFILE OF 35 ~ 70 MICRONS
- COAT 1 - DULUX DUREPON
P14 75 DFT
- COAT 2 - DUREBUILD STE GLASS
FLAKE 250 DFT
- COAT 3 - DULUX WEATHERMAX HBR
100 DFT (ONLY IF COLOUR CODE
OR UV RESISTANCE IS REQUIRED
DOORS
TYPE
FIRE RATED METAL CLAD - POWDER
COATED.
FRAME GALVANIZED STEEL
HINGES YES
SELF CLOSER INDUSTRIAL TYPE AUTOMATIC
LEAF TYPE SOLID CORE METAL CLAD
SEALS
PERIMETER AND THRESHOLD WATER
SHIELD
FIRE RATING 120/ 120/ 120 (2 hrs)
HANDLES LEVER
DOOR STOP -
LOCK DOOR LOCK BARRELS
VIEWING PANEL
300 (H) x 200 (W) W/ TAMPERED
SAFETY GLASS
VENTS N/A
METAL CLAD YES
PANIC BAR (INTERNAL) ANSI GRADE 2 PANIC BAR
STRIKE LATCH YES
STRAP BOLTS -
DOOR DIMENSIONS
D1 - 2400Hx950W - COLOUR
"WILDERNESS GREEN"
D2 - 2900Hx1640W - COLOUR
"WILDERNESS GREEN"
FABRICATION
STEELWORK
STEEL DESIGN SHALL COMPLY WITH
THE REQUIREMENTS OF AS4100 &
AS4600.
MILL TEST REPORTS OR
CERTIFICATES FOR MATERIALS MUST
BE AVAILABLE FOR INSPECTION PRIOR
TO FABRICATION.
- HOT-ROLLED SECTIONS TO BE
GRADE 300 STEEL
- HOT FINISHED HOLLOW SECTIONS
TO BE GRADE 350 STEEL
- HOT ROLLED PLATE TO BE GRADE
250 STEEL
- FOR ALL OTHER STRUCTURAL STEEL
USE GRADE 250 UNLESS NOTED
OTHERWISE
- HSFG BOLTS GRADE 8.8
- BLACK BOLTS GRADE 4.6
WELDING
- ALL WELDING SHALL BE PERFORMED
BY AN ACCREDITED OPERATOR IN
ACCORDANCE WITH AS1554
CATEGORY SP U.N.O.
- ALL WELDING SHALL BE 6mm CFW
U.N.O. FOR PLATE 16mm THICK
- ALL WELDING SHALL BE 8mm CFW
U.N.O. FOR PLATE 17mm UP TO 32mm
THICK
- ALL BUTT WELDS SHALL BE FULL
PENETRATION CONTINUOUS U.N.O.
- NON-DESTRUCTIVE TESTING SHAL
BE CARRIED OUT IN ACCORDANCE
WITH AS1554, AS1171, AS2177 &
AS2207
- ELECTRODES E48XX TO BE USED
EXTERNAL SURFACE TREATMENT & PAINTING
CARBON STEEL
SURFACES FOR SHALL
BE PAINTED AS
FOLLOWS
- SURFACE TREATMENT : GRIT BLAST
CLEAN TO AS1627.4 & 9 CLASS 2.5
(NEAR WHITE METAL) WITH ANGULAR
PROFILE OF 35 ~ 70 MICRONS
- 1st COTE : DULUX DUREPON P14 75
DFT
- 2nd COTE : DUREBUILD STE GLASS
- 3rd COTE : DULUX WEATHERMAX HBR
100 DFT (ONLY IF COLOUR CODE OR
UV RESISTANCE IS REQUIRED)
STAINLESS STEEL (TYPE 304)
SURFACE MAY HAVE AN INDUSTRIAL
FINISH E.G. MICRO SPHERE BLASTED
FINISH.
ALL STAINLESS STEEL SURFACES AND
WELDS SHALL BE PASSIVATED.
STAIRS & LANDINGS
STEPS
GALVINIZED NO SLIP GRID MESH OR
SIMILAR
HAND RAILS
REMOVABLE & BOLTED TO LANDING
300PFC PERIMETER BEAM
LANDINGS
ASSEMBLIES TO BE BOLTED TO THE
BUILDING BASE FOR REMOVAL
DURING TRANSPORT
STRINGERS 230PFC
26/09/12
12/10/12
12/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
12/10/12

2. 64710601401060647
3554INTERNALDIMENSION
14735501531
9749
2844 3710 UNI-STRUT 2573
565
UNI-STRUT
93 93
9935 BASE FRAME
9393
3740BASEFRAME
NOTE:
ALL DIMENSIONS FROM INTERNAL WALL
LINING UNLESS STATED OTHERWISE
REFER TO DRAWING LS457-0608-004-1
50 200 50 200 50
100 50 200 50 200 50
BASE FRAME/EQUIPMENT/ FLOOR UNI-STRUT SET-OUT
SCALE 1:20 (UNI-STRUT TO BE TYPE P3300 U.O.N.
CL
CL
CL
CL
TYPICAL UNISTRUT WELDING - PLAN VIEW
SCALE 1:5
WELD AROUND ENDS TYP
3mm FILLET WELD
UNI-STRUT TYPE P3300 U.O.N.
50-250-503
3 50-250-50
TYPICAL UNI-STRUT WELD
HIT 50, MISS 200
22/10/12
22/10/12
22/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
22/10/12
CL
CL

3. 7155
6172BUILDINGLOWHEIGHTAGL
2497LANDINGHEIGHT
10087 BUILDING WIDTH O/S CLADDING
2100
U/SOFLANDING
2780 LANDING 1
76 9935 BASEFRAME
4072BUILDINGHEIGHTO/A
2364
1330
136
763892 BUILDING WIDTH O/S CLADDING
4287BUILDINGHEIGHTO/A2100
U/SOFBASEFRAME
2497LANDINGHEIGHT
80 3740 BASEFRAME 80
6387BUILDINGAPEXAGL
1800 LANDING 11800 LANDING 2
3892 BUILDING WIDTH O/S CLADDING
2100
U/SOFBASEFRAME
4072BUILDINGHEIGHTO/A
2497LANDINGHEIGHT
80 3740 BASEFRAME 80 1800 LANDING 2
6172BUILDINGLOWHEIGHTAGL
1800 LANDING 1
10087 BUILDING WIDTH O/S CLADDING
76 9935 BASEFRAME 76
2600 LANDING 2
6387BUILDINGAPEXAGL
2497LANDINGHEIGHT
2100
U/SOFLANDING
4287BUILDINGHEIGHTO/A
26/09/12
25/10/12
25/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
25/10/12
GL
0.42 C/BOND SUPERDEK
ROOF CLADDING COLOUR
"WILDERNESS GREEN"
0.6mm STRATCO "VF" GUTTER
COLOUR "WILDERNESS GREEN"
LANDING 1
0.48 C/BOND SUPERDEK
EXT CLADDING COLOUR
"WILDERNESS GREEN"
0.55mm C/BOND
FLASHING COLOUR
"WILDERNESS
GREEN"
ROOF ANCHORS @ 1500 CTRS
AC2 RXS85L (TYP)
ELEVATION
SCALE 1:50
100x50x0.6mm DOWNPIPE
COLOUR "WILDERNESS GREEN"
FIXED TO WALL
LANDING 1LANDING 2
ELEVATION
SCALE 1:50
0.48 C/BOND SUPERDEK
EXT CLADDING COLOUR
"WILDERNESS GREEN"
0.42 C/BOND SUPERDEK
ROOF CLADDING COLOUR
WILDERNESS GREEN
ROOF ANCHORS @ 1500 CTRS
0.6mm STRATCO "VF" GUTTER
COLOUR "WILDERNESS GREEN"
100x50x0.6 DOWNPIPE
COLOUR "WILDERNESS GREEN"
0.55mm C/BOND FLASHING
COLOUR "WILDERNESS
GREEN"
ELEVATION
SCALE 1:50
GL
LANDING 2LANDING 1
0.6mm STRATCO
"VF" GUTTER COLOUR
"WILDERNESS GREEN"
100x50x0.6 DOWNPIPE COLOUR
"WILDERNESS GREEN"
ROOF ANCHORS @ 1500 CTRS
ELEVATION
SCALE 1:50
LANDING 2
GL
0.48 C/BOND SUPERDEK
EXT CLADDING COLOUR
"WILDERNESS GREEN"
0.42 C/BOND SUPERDEK
ROOF CLADDING COLOUR
"WILDERNESS GREEN"
0.55mm C/BOND FLASHING COLOUR
"WILDERNESS GREEN"
0.55mm C/BOND FLASHING FOR O/S
TUBING COLOUR
"WILDERNESS GREEN" (TYP)
REMOVABLE HAND RAILS
BOLTED TO BASEFRAME
(typ)
REMOVABLE
PANEL
GL

4. 10087 BUILDING WIDTH O/S CLADDING
76 9935 BASE FRAME 76
2780 LANDING 1 7155
481 164089
5696
1800LANDING2
3740BASEFRAME76
3892BUILDINGWIDTHO/SCLADDING
76
7636 89
5696
1800LANDING1
3740BASEFRAME
7335 2600 LANDING 2
89 8067 950 732 89
3554INTERNALDIMENSION48989
8949749 INTERNAL DIMENSION489
4
7676
3892BUILDINGWIDTHO/SCLADDING
4
4
4
4
76
7676
1330
REMOVABLE PANEL
698
LEGEND:
2 OFF INTERNAL UNIT AC1 - DAIKIN MODEL No. FTXS85L c/w WIRELESS REMOTE
CONTROLLER
2 OFF EXTERNAL UNIT AC2 - DAIKIN MODEL No. RXS85L
DB1 - LIGHT - SUPPLY BY LOWRIE
DB2 - POWER - SUPPLY BY LOWRIE
DB3 - INSTRUMENT - SUPPLY BY LOWRIE
MCC-MCB - 600Wx3740Lx2258H (2100kg) FLOOR MOUNTED (BY OTHERS)
VSD (ATV71WD37N4) - 343Dx285Wx880H (10-off 38.5kg EACH) WALL MOUNTED
(BY OTHERS)
PLC - 600Wx2440Lx2258H (1700kg) FLOOR MOUNTED (BY OTHERS)
NOTE:
FOR BUILDING SPECIFICATION REFER TO LS457-0608-004-1
FLOOR PLAN
SCALE 1:30
LANDING 2 - 1800x2600
LANDING 1 - 1800x2780
D1
D2
ACTIVE LEAF
UP
UP
DB1
AC1
AC2
AC1
AC2
MCC-MCB
26/09/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
16/10/12
DPGUTTER
PLC
MISC EQUIPMENT
DB3
DB2
100x6mm FLAT BAR
0.48 C/BOND SUPERDEK
EXT CLADDING COLOUR
WILDERNESS GREEN OVER
VAPOUR BARRIER
3x16mm FYRECHECK
89x42x1.15 G 550 PGI
WALL FRAME w/ R2.5
FIBREGLASS INSULATION
0.42 BMT C/BOND STRAT-CLAD
INTERNAL LINING
COLOUR WILDERNESS GREEN
TRIM ANGLE
DETAIL
SCALE 1:2
VSD

5. 3892 BUILDING WIDTH O/S CLADDING
EXIT
2100U/SOFBASEFRAME4203686CEILINGHEIGHT
2497LANDINGHEIGHT3500CEILINGHEIGHT
40
3554 INTERNAL DIMENSION169 169
4072BUILDINGHEIGHTO/A2060COLUMNHEIGHT40
10087 BUILDING WIDTH O/S CLADDING
169 9749 INTERNAL DIMENSION 169
23
6387BUILDINGAPEX
4287BUILDINGHEIGHTO/A
1800 LANDING 1 4
2874CLEAROPENING
2914STRUCTURALOPENING
26/09/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
16/10/12
GL
0.55 BMT C/BOND BARGE
CAPPING COLUR
WILDERNESS GREEN
R2.5 FIBREGLASS BATTS
CEILING INSULATION
89x42x1.15 G 550 PGI CEILING FRAME
@ 600 CTRS RUNNING HORIZONTALLY
0.42 BMT C/BOND STRAT-CLAD
INTERNAL LINING
COLOUR WILDERNESS GREEN
89x42x1.15 G 550 PGI
WALL FRAME @ 600 CTRS
R2.5 FIBREGLASS BATTS
WALL INSULATION
0.55mm C/BOND FLASHING
COLOUR WILDERNESS GREEN
0.4mm PGI UNDER
3x16mm FYRECHECK
500 ANTI-GLARE SISALATION FOIL
UNDER CLADDING TAPE JOINS @ EDGES
0.48 C/BOND SUPERDEK
EXT CLADDING COLOUR
WILDERNESS GREEN
OVER VAPOUR BARRIER
HEAVY DUTY 2mm SEAM WELDED
INDUSTRIAL ANTI-STATIC VINYL
OVER 18mm CFC
SECTION
SCALE 1:30
SECTION
SCALE 1:30
LANDING 1
SECURE ANCHOR - ROOF ANCHOR
FIT OVER SUPERDEK PROFILE
0.42 C/BOND SUPERDEK
ROOF CLADDING COLOUR
WILDERNESS GREEN
OVER 40mm BATTENS
FOOTINGS TO ENG. SPEC (TYP)
150UB14
COLUMN
0.42 BMT C/BOND
STRAT-CLAD CEILING LINING
COLOUR WILDERNESS GREEN
DB2 POWER
AC1 - FTXS85L
0.55 PGI FLASHING TO BOTH
SIDES OF 310UB32 (TYP)
0.6mm STRATCO "VF" GUTTER
COLOUR WILDERNESS
GREEN
DB1
PLC
VSD
FFL FFL
300mm
CABLE LADDER
20mm THICK
STIFFENER
PLATE (TYP)
310UB40
COLUMN
3x16mm FYRE CHECK
UNDER EXT CLADDING
COMPRESSIBLE INFILL STRIP
OPEN END TO MATCH WALL
SHEET PROFILE
3x16mm FYRE CHECK
UNDER EXT CLADDING
REMOVABLE HAND RAILS
BOLTED TO BASEFRAME (TYP)
DB3 DB2
300mmCABLE
TRAY(typ)
150mmCABLE
TRAY(typ)
UNISTRUT TYPE P3300 U.O.N. (typ)
FIPFIP
150mm CABLE TRAY

6. 389
48.4
237 80
80
236
48.4
80
346
10
40
26/09/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
16/10/12
32mm GALV NON-SLIP
GRID MESH
65x3mm SHS
@ 400 CTRS
TOP PLATE BOLTED TO
300 PFC
75x20FL.
WEB STIFFENER
300PFC PERIMETER
BEAM
DETAIL
SCALE 1:5
280x90x20mmTHICK STIFFENER PLATE
WELDED TO 300PFC PERIMETER BEAM
240x90x20mm THICK STIFFENER PLATE
WELDED TO 300PFC & BOLTED TO TOP PLATE
300PFC
CL
150UB14 COLUMN BOTTOM PLATE BOLTED TO FOOTING
FOOTINGS TO ENG. SPEC (TYP)
GL
LANDING 1 SWITCHROOM
FFL
32mm GALV NON-SLIP
GRID MESH
65x3mm SHS
@ 400 CTRS
20mm THICK PLATE
BOLTED ON B/FRAME
& WELDED ON LANDING
240x90x20mm THICK
STIFFENER PLATE
WELDED TO 300PFC
& 20mm PLATE
TOP PLATE
150UB14 COLUMN
3x16mm FYRECHECK GYPROCK
OVER 0.4mm PGI
280x90x20mmTHICK STIFFENER PLATE
WELDED TO 300PFC PERIMETER BEAM (TYP)
TOP PLATE
CL CL
394x90x20mm THICK STIFFENER PLATE
WELDED TO 300PFC & 20mm PLATE
310UB40 COLUMN
DETAIL
SCALE 1:5
BOTTOM PLATE
DOOR FRAME
100x3mm SHS JOISTS
DETAIL
SCALE 1:5
3x16mm FYRECHECK
GYPROCK OVER 0.4mm PGI
FFL
2mm STATIC VINYL
OVER 18mm CFC
SWITCHROOMLANDING 1
DETAIL
SCALE 1:5
0.48 C/BOND
SUPERDEK EXT
CLADDING OVER
VAPOUR BARRIER
89x42x1.15 G 550
BOTTOM PLATE
0.42 BMT COLORBOND STRAT-CLAD INTERNAL LINING
COLOUR "WILDERNESS GREEN"
3x16mm FYRECHECK
OVER 0.4mm PGI
100x3mm SHS PERIMETER JOIST
300PFC PERIMETER BEAM
75x20FL. WEB STIFFENER
75mm VINYL COVE w/ PVC BACKING
PLASTIC BASEFFL
SWITCHROOM
SWITCHROOM
0.55mm C/BOND FLASHING
COLOUR "WILDERNESS GREEN"
0.42 C/BOND SUPERDEK ROOF CLADDING
COLOUR "WILDERNESS GREEN" OVER 40mm BATTENS
R2.5 FIBREGLASS BATTS CEILING INSULATION
500 ANTI-GLARE SISALATION FOIL
UNDER CLADDING TAPE JOINS @ EDGES
89x42x1.15 G 550
TOP PLATE
R2.5 FIBREGLASS BATTS
WALL INSULATION
CL 0.42 BMT C/BOND STRAT-CLAD CEILING LINING
COLOUR "WILDERNESS GREEN"
18mm CFC UNDER 2mm STATIC VINYL
280x90x20mmTHICK STIFFENER PLATE
WELDED TO 300PFC PERIMETER BEAM
89x6 SHS BOLTED TO
CEILING FRAME
89x42x1.15 G 550
CEILING FRAME @ 600 CTRS
PVC COVE BACKING PLASTIC BASE
75mm VINYL COVE w/ PVC BACKING
PLASTIC BASE
FFL
18mm CFC UNDER 2mm STATIC VINYL
DETAIL
SCALE 1:1
LANDING 1
0.55 BMT C/BOND FLASHING TO BOTH
SIDES OF 310UB32
TOP PLATE
70x20FL. WEB STIFFENER WELDED
TO BOTH SIDES OF 310UB32
3x16mm FYRECHECK
OVER 0.4mm PGI
300PFC PERIMETER BEAM
310UB40 COLUMN
BOLTED TO 310UB32
310UB32 BEAM
DETAIL
SCALE 1:5
0.48 C/BOND SUPERDEK EXT.
CLADDING OVER VAPOUR
BARRIER
300PFC PERIMETER BEAM
300PFC
0.55 PGI FLASHING TO 300PFC
DETAIL
SCALE 1:1
0.55 PGI FLASHING TO BOTH
SIDES OF 310UB32
3x16mm FYRECHECK OVER 0.4mm PGI
310UB32 BEAM
GL
COMPRESSIBLE INFILL
STRIP OPEN END TO
MATCH WALL SHEET
PROFILE
3x16mm FYRE CHECK
UNDER EXT CLADDING
COMPRESSIBLE INFILL STRIP OPEN
END TO MATCH WALL SHEET PROFILE
1.0 BMT TRIM ANGLE CORNICE COLOUR "WILDERNESS GREEN"
100x50x2.5mm RHS JOIST
UNISTRUT TYPE P3300 U.O.N. (typ)
KT3 CABLE TRAY 300mm
KT3 CABLE TRAY 150mm

7. 3740
25617891601089445
9935
300PFC PERIMETER BEAM
10011789951
1315 1358 2384 2408 2470
378
1140
UNISTRUT
13801040
UNISTRUT
903560
300PFCPERIMETERBEAM
90
14706201470
90120 90 120
45 90 2492 90 2294 90 2318 90 2291 90 45
45
410
410
41
41
290 120 1960 120
2901201780120
STEELWORK:
STEEL DESIGN SHALL COMPLY WITH THE REQUIREMENTS OF
AS4100 & AS4600.
MILL TEST REPORTS OR CERTIFICATES FOR MATERIALS MUST
BE AVAILABLE FOR INSPECTION PRIOR TO FABRICATION.
BASEFRAME:
REGIONAL WIND SPEED A
HOT-ROLLED SECTIONS TO BE GRADE 300 STEEL
HOT FINISHED HOLLOW SECTIONS TO BE GRADE 350
STEEL
HOT ROLLED PLATE TO BE GRADE 250 STEEL
FOR ALL OTHER STRUCTURAL STEEL USE GRADE 250
UNLESS NOTED OTHERWISE
HSFG BOLTS GRADE 8.8
BLACK BOLTS GRADE 4.6
WELDING:
ALL WELDING SHALL COMPLY WITH THE REQUIREMENTS
OF CLIENTS PROJECT SPECIFICATIONS 11147-699-10SP-004
& 005.
ALL WELDING SHALL BE PERFORMED BY AN ACCREDITED
OPERATOR IN ACCORDANCE WITH - AS1554 CATEGORY SP
U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR PLATE 16mm
THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR PLATE 17mm
UP TO 32mm THICK
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED OUT IN
ACCORDANCE WITH AS1554, AS1171, AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED IN
WRITING, BE PAINTED IN ACCORDANCE WITH CLIENTS
PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
COAT 2 - DUREBUILD STE GLASS FLAKE 250u DFT
COAT 3 - DULUX WEATHERMAX HBR 100u DFT (ONLY IF
COLOUR CODE OR UV RESISTANCE IS REQUIRED
SURFACE TREATMENT : GRIT BLAST CLEAN TO AS1627.4 &
9 CLASS 2.5 (NEAR WHITE METAL) WITH ANGULAR PROFILE
OF 35 ~ 70 MICRONS
LEGEND
SYMBOL DESCRIPTION
89x89x6mm SHS PORTAL STUB 100mm HIGH
75x20mm FB. WEB STIFFENER @ PORTAL
COLUMNS
LIFTING LUG
300PFC GRADE 300 STEEL
9935mm LONG & 3560mm LONG
310UB32 GRADE 300 STEEL
3560mm LONG
75x6 EA GRADE 300 STEEL
2378mm & 2242mm LONG
EARTH LUG
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
JOISTS/RHS PACKERS STOP & START @
01/08/12
19/10/12
19/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
19/10/12
BASE FRAME BEAM SET OUT - PLAN VIEW
SCALE 1:20
300PFC PERIMETER
BEAM
310UB32
310UB32
310UB32
310UB32
75x6 EA
WS
PC
WS PC PC WS
PC
WSPC
WS PC
WS
PC
PORTAL STUB (TYP) 310UB32 (TYP)
LIFTING LUG (TYP)
LIFTING LUG (TYP)
WS (TYP)
WS (TYP)
WS
PORTAL STUB (TYP)
300PFC
PERIMETER BEAM
300PFC
PERIMETERBEAM
PC
PCPC
PC
PC
PC
PC
PC
PC
PC
WS
100x100x35 SHS
JOIST (TYP)
CLCL
300PFC
PERIMETER BEAM
300PFC
PERIMETERBEAM
300PFCPERIMETERBEAM
20mm PLATE & VERTICAL
STIFFENER PLATE
WELDED TO 300PFC
PERIMETER BEAM (TYP)
300PFC
PERIMETERBEAM
REMOVE 75x6EA
CL
CL
CL CL CL CL
CLCLCLCL
CL CL CL CL CL CL CL CL CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL CLCL CL
CLCL CLCL
CL
CL
2
2

8. 125 3000 3000 2930
9935
3740
1503851398815101525150
1003540100
755 125
3218 1315 1358
100x100x3 SHS
2384
100x100x3 SHS
2243 2485
100x100x3 SHS
150
125 755 742 298 678 149 2235 961 712 225 2930 125
1289601599654597
9687102062
522
89
150 1422
100x100x3SHS
8363
89123891700
100x100x3SHS
89
71
891000
100x100x3SHS
89312
100x100
x3SHS
89
89 2295
100x100x3 SHS
89 2319
100x100x3 SHS
89
2337
100x100x3 SHS
2539
100x100x3 SHS
89867
100x100x3SHS
891700
100x100x3SHS
89817
100x100x3SHS
89
1847 6240 MCC/MCB 1848
12891200MCC/MCB1251
89
2014 3350 3293
3300 100x50x2.5 SHS3318 3318
368 2544 3760 2523 340 400
740
100x50x2.5RHS
2837 3710 (100 PFC) 3199
520 450 350 450 800 350 450 340
286
218
1200(100x50x2.5RHS)
225321
240
1278
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
JOISTS/RHS PACKERS STOP & START @
PORTAL STUBS
STEELWORK:
STEEL DESIGN SHALL COMPLY WITH THE
REQUIREMENTS OF AS4100 & AS4600.
MILL TEST REPORTS OR CERTIFICATES FOR
MATERIALS MUST BE AVAILABLE FOR INSPECTION
PRIOR TO FABRICATION.
BASEFRAME:
REGIONAL WIND SPEED A
HOT-ROLLED SECTIONS TO BE GRADE 300 STEEL
HOT FINISHED HOLLOW SECTIONS TO BE GRADE
350 STEEL
HOT ROLLED PLATE TO BE GRADE 250 STEEL
FOR ALL OTHER STRUCTURAL STEEL USE GRADE
250 UNLESS NOTED OTHERWISE
HSFG BOLTS GRADE 8.8
BLACK BOLTS GRADE 4.6
WELDING:
ALL WELDING SHALL BE PERFORMED BY AN
ACCREDITED OPERATOR IN ACCORDANCE WITH -
AS1554 CATEGORY SP U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR
PLATE 16mm THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR
PLATE 17mm UP TO 32mm THICK
ALL WELDING SHALL BE 3mm CFW U.N.O. FOR
NON-STRUCTURAL HOLLOW MEMBERS
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED
OUT IN ACCORDANCE WITH AS1554, AS1171,
AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED
IN WRITING, BE PAINTED IN ACCORDANCE WITH
CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
COAT 2 - DUREBUILD STE GLASS FLAKE 250u DFT
COAT 3 - DULUX WEATHERMAX HBR 100u DFT
(ONLY IF COLOUR CODE OR UV RESISTANCE IS
REQUIRED
SURFACE TREATMENT : GRIT BLAST CLEAN TO
AS1627.4 & 9 CLASS 2.5 (NEAR WHITE METAL) WITH
ANGULAR PROFILE OF 35 ~ 70 MICRONS
NOTE:
01/08/12
19/09/12
19/09/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
19/09/12
100x100x3 SHS
100x100x3 SHS
100x100x3 SHS
100x100x3 SHS
100x50x2.5 RHS
CL CL CLCL
CLCLCLCLCLCLCL
CL
CLCLCLCL
CLCL
100x100x3 SHS
100x100x3 SHS
100x100x3 SHS
100 PFC
100 PFC
BASE FRAME JOIST SETOUT - PLAN VIEW
SCALE 1:20
50x3EA
100x50x2.5 RHS
100x100x3 SHS
50x3EA
50x3EA
100x100x3
SHS
100x100x3 SHS 100x100x3 SHS 100x100x3 SHS 100x100x3 SHS
100x100x3SHS100x100x3SHS
100x100x3 SHS 100x100x3 SHS 100x100x3 SHS 100x100x3 SHS
100x100x3 SHS
123mm LONG
100x100x3SHS
71mmLONG
100x100x3SHS100x100x3SHS100x100x3SHS
CLCL CL CL CL CL CL CL CL
100x50x2.5
RHS
100x100x3 SHS
100x100x3 SHS
100x100x3 SHS
CL
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5RHS
3540mmLONG
100x50x2.5RHS
3540mmLONG
100x50x2.5 RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
CL
CL CL CL CL CL CL CL
CL CLCL CL CL
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
CL CL
CL
100 PFC
100 PFC
100PFC100PFC
100PFC100PFC
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
100x50x2.5
RHS
CL
100x50x2.5
RHS
1

9. 9755
7335 2420
4967 4789
14704873256
5213
5213
14704873256
2600 7155
5939 5791
2987
2832
3372
1150647
3618
160
160
33723963
3783
3618
1601150647
160
9935
7335
5620
18003740
9935
2780
5620
37401800
7155
2600
3387 STAIRS
3387 STAIRS
80
80
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
ALLOWABLE BEARING PRESSURE FOR FULL WORKING
DL & LL SHALL BE 250kPa
TOP OF CONCRETE PAD UNDER SWITCH
ROOM/PLATFORM SUPPORT = RL 18410
FFL = RL 20510
GROUND LEVEL (nominal) = RL 18200
CONCRETE PADS, GROUTING AND INSTALLATION OF
SUPPORTS/BRACING BY OTHERS
40mm GROUT WILL BE SUPPLIED BY OTHERS
BETWEEN EACH SUPPORT AND EACH CONCRETE PAD
AND BETWEEN THE STAIRS RISER AND GROUND
LEVEL.
ESTIMATED WEIGHT OF COMPLETED STRUCTURE
(EXCLUDING EQUIPMENT) = 20559.7 Kg
310UB32
310UB32
310UB32
310UB32
300PFCPERIMETERBEAM
300PFCPERIMETERBEAM
300PFC PERIMETER BEAM
300PFC PERIMETER BEAM
LANDING 2
LANDING 1
17/09/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
17/09/12
15/10/12
21/09/12
15/10/12
BASEFRAME PLAN
SCALE 1:40
FOOTING/COLUMN SETOUT
SCALE 1:40
STAIRS
CL
CL
CL
CL CL
CL
STAIRS
CL
CLCL

10. 2100
U/SOFBASEFRAME
40
2060
COLUMNHEIGHT
2100
U/SOFLANDING2
40
2060
COLUMNHEIGHT
30
2100
U/SLANDING2
40
2060
COLUMNHEIGHT
2100
U/SOFBASEFRAME
40
2060
COLUMNHEIGHT
2100
U/SOFLANDING1
40
2060
COLUMNHEIGHT
30
2100
U/SOFLANDING1
40
2060
COLUMNHEIGHT
2100
U/SOFBASEFRAME
40
2060
COLUMNHEIGHT
300
50 200 50
400
100200100
(typ)
35
100
180
35 110
50
200
50
WELDING:
ALL WELDING SHALL BE PERFORMED BY AN
ACCREDITED OPERATOR IN ACCORDANCE WITH -
AS1554 CATEGORY SP U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR
PLATE 16mm THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR
PLATE 17mm UP TO 32mm THICK
ALL WELDING SHALL BE 3mm CFW U.N.O. FOR
NON-STRUCTURAL HOLLOW MEMBERS
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED
OUT IN ACCORDANCE WITH AS1554, AS1171,
AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED
IN WRITING, BE PAINTED IN ACCORDANCE WITH
CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
COAT 2 - DUREBUILD STE GLASS FLAKE 250u DFT
COAT 3 - DULUX WEATHERMAX HBR 100u DFT
(ONLY IF COLOUR CODE OR UV RESISTANCE IS
REQUIRED
SURFACE TREATMENT : GRIT BLAST CLEAN TO
AS1627.4 & 9 CLASS 2.5 (NEAR WHITE METAL) WITH
ANGULAR PROFILE OF 35 ~ 70 MICRONS
NOTE:
ALLOWABLE BEARING PRESSURE FOR FULL WORKING
DL & LL SHALL BE 250kPa
TOP OF CONCRETE PAD UNDER SWITCH
ROOM/PLATFORM SUPPORT = RL 18410
FFL = RL 20510
GROUND LEVEL (nominal) = RL 18200
CONCRETE PADS, GROUTING AND INSTALLATION OF
SUPPORTS/BRACING BY OTHERS
40mm GROUT WILL BE SUPPLIED BY OTHERS
BETWEEN EACH SUPPORT AND EACH CONCRETE PAD
AND BETWEEN THE STAIRS RISER AND GROUND
LEVEL.
ESTIMATED WEIGHT OF COMPLETED STRUCTURE
(EXCLUDING EQUIPMENT) = 20559.7 Kg
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
190
99 91
200
50 50
1105040
GL
FOOTING/COLUMN SETOUT SECTION
SCALE 1:50
310UB40
COLUMN
310UB40
COLUMN
310UB40
COLUMN
300PFC PERIMETER BEAM
FOOTING/COLUMN SETOUT ELEVATION
SCALE 1:50
LANDING 1
150UB14
COLUMN
150UB14
COLUMN
300PFC
GL
300PFC PERIMETER BEAM LANDING 1
LANDING 2
BEHIND
FOOTING/COLUMN SETOUT ELEVATION
SCALE 1:50
310UB40
COLUMN
310UB40
COLUMN
150UB14
COLUMN
150UB14
COLUMN
FOOTING/COLUMN SETOUT ELEVATION
SCALE 1:50
300PFC
LANDING 2
300PFC PERIMETER BEAM BEHIND
300PFC PERIMETER BEAM BEHIND
150UB14
COLUMN
150UB14
COLUMN
150UB14
COLUMN
150UB14
COLUMN
310UB40
COLUMN
310UB40
COLUMN
300PFC PERIMETER BEAM LANDING 2
LANDING 1
BEHIND
FOOTING/COLUMN SETOUT ELEVATION
SCALE 1:50
18/09/12
25/10/12
25/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
18/09/12
25/10/12
20/09/12
16/10/12
25/10/12
GL
GL
GL
300PFC
FOOTING PLATE DETAL
SCALE 1:5
310UB40 POSITIONED
CENTRALLY ON 20mm PLATE
FOOTING TO ENG. SPEC.
FOOTING PLATE DETAL
SCALE 1:5
FOOTING TO ENG. SPEC.
150UB14 POSITIONED
CENTRALLY ON 20mm PLATE
CL CL
CL
FOOTING PLATE DETAL
SCALE 1:5
FOOTING TO ENG. SPEC.
10mm PLATE
CLCL

11. 2060COLUMNHEIGHT
202020(150UB14CUTLENGTH)20
WELDING:
ALL WELDING SHALL BE PERFORMED BY AN
ACCREDITED OPERATOR IN ACCORDANCE WITH -
AS1554 CATEGORY SP U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR
PLATE 16mm THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR
PLATE 17mm UP TO 32mm THICK
ALL WELDING SHALL BE 3mm CFW U.N.O. FOR
NON-STRUCTURAL HOLLOW MEMBERS
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED
OUT IN ACCORDANCE WITH AS1554, AS1171,
AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED
IN WRITING, BE PAINTED IN ACCORDANCE WITH
CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
COAT 2 - DUREBUILD STE GLASS FLAKE 250u DFT
COAT 3 - DULUX WEATHERMAX HBR 100u DFT
(ONLY IF COLOUR CODE OR UV RESISTANCE IS
REQUIRED
SURFACE TREATMENT : GRIT BLAST CLEAN TO
AS1627.4 & 9 CLASS 2.5 (NEAR WHITE METAL) WITH
ANGULAR PROFILE OF 35 ~ 70 MICRONS
NOTE:
ALLOWABLE BEARING PRESSURE FOR FULL WORKING
DL & LL SHALL BE 250kPa
TOP OF CONCRETE PAD UNDER SWITCH
ROOM/PLATFORM SUPPORT = RL 18410
FFL = RL 20510
GROUND LEVEL (nominal) = RL 18200
CONCRETE PADS, GROUTING AND INSTALLATION OF
SUPPORTS/BRACING BY OTHERS
40mm GROUT WILL BE SUPPLIED BY OTHERS
BETWEEN EACH SUPPORT AND EACH CONCRETE PAD
AND BETWEEN THE STAIRS RISER AND GROUND
LEVEL.
ESTIMATED WEIGHT OF COMPLETED STRUCTURE
(EXCLUDING EQUIPMENT) = 20559.7 Kg
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
2060COLUMNHEIGHT
202020(310UB40CUTLENGTH)20
330
5011511550
180
50 80 50
484
50902049050
180
45 90 45
180
35 110 35
200
5010050
400
100200100
300
50 200 50
COLUMN DETAIL
SCALE 1:8
QTY : 8 off AS DRAWN
COLUMN VIEW FROM INBOARD
150UB14COLUMN
BOTTOM PLATE DETAIL
SCALE 1:5
QTY : 6 off AS DRAWN
MATERIAL: 20mm MS PL.
BOTTOM PLATE DETAIL
SCALE 1:5
QTY : 8 off AS DRAWN
MATERIAL: 20mm MS PL.
150UB14 POSITIONED
CENTRALLY ON 20mm PLATE
310UB40COLUMN
COLUMN DETAIL
SCALE 1:8
QTY : 6 off AS DRAWN
COLUMN VIEW FROM INBOARD
CL CL
TOP PLATE DETAIL
SCALE 1:5
QTY : 8 off AS DRAWN
MATERIAL: 20mm MS PL.
TOP PLATE DETAIL
SCALE 1:5
QTY : 6 off AS DRAWN
MATERIAL: 20mm MS PL.
CLCL
150UB14 POSITIONED
CENTRALLY ON 20mm PLATE
CL CL
310UB40 POSITIONED
CENTRALLY ON 20mm PLATE
310UB40 POSITIONED
CENTRALLY ON 20mm PLATE
GALVINIZED
GALVINIZED
GALVINIZED
GALVINIZED
CL CL
TOP PLATE 20mm MS PL.
REFER DETAIL TP1
TOP PLATE 20mm MS PL.
REFER DETAIL TP3
BOTTOM PLATE
20mm MS PL.
REFER DETAIL BP1
BOTTOM PLATE
20mm MS PL.
REFER DETAIL BP2
22/10/12
25/10/12
25/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
25/10/12
22/10/12
25/10/12

12. 57 193
1296 1665 149 1487
631540341260
50100
499308
100
196529
3224
93
2654 240 332
9749 INTERNAL DIMENSION
380 160 320
100
220 160 320
100
220 160 320
100
220 160 320
100
220 2693
93
9935 BASE FRAME
3740BASEFRAME
933554INTERNALDIMENSION93
15162501788
14962201838
220
341260
600 1328
272
- FLOOR PENETRATIONS
- GLAND PLATE REQUIRED
NOTE:
ALL DIMENSIONS FROM INTERNAL WALL
LINING UNLESS STATED OTHERWISE
LEGEND
SYMBOL DESCRIPTION
FLOOR PENETRATION SETOUT - PLAN VIEW
SCALE 1:20
11/10/12
12/10/12
12/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
12/10/12

13. - FLOOR PENETRATIONS
- GLAND PLATE REQUIRED
NOTE:
ALL DIMENSIONS FROM INTERNAL WALL
LINING UNLESS STATED OTHERWISE
REFER TO DRAWING LS457-0608-004-1
AND LS457-0608-052-1 & 052-2
LEGEND
SYMBOL DESCRIPTION
GLAND PLATE LEGEND
GLAND PLATE # MEASUREMENTS QUANTATY
A.1 650x322 1
A.2 311x1714 1
A3 311x1537 1
A4 660x290 1
A5 1051x340 1
A6 326x815 1
A7 326x751 1
A8 326x1100 1
A9 326x995 1
A10 590x243 1
A11 460x243 1
A12 654x243 1
GLAND PLATE SETOUT - PLAN VIEW
SCALE 1:20
24.10.12
24.10.12
24.10.12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
24.10.12

14. 650
100 150 150 150 100
322
8615086
10 (typ.)
10 (typ.)
1714
32 150 150 150 150 150 150 150 150 150 150 150 32
311
8015080
1537
311
8015080
93 150 150 150 150 150 150 150 150 150 93
10 (typ.)
815
33 150 150 150 150 150 33
326
8815088
10 (typ.)
660
105150150150105
290
70 150 70
10(typ.)
1051
150150150150150150150
340
95 150 95
10(typ.)
150 150 150 150 150
751
326
8815088
10 (typ.)
25 150 150 150 150 150 150 150 25
1100
326
8815088
10 (typ.)
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL CL CL CL
CL
CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL CL CL CL CL CL CL CL CL CL CL CL
CL
CL
CL
CL
CL CL CL CL CL CL CL CL CL CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL
CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL CL
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
CL
CL
CL CL CL CL CL CL
CL
CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL CL CL CL
CL
CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL CL CL CL CL CL CL CL
CL
CL
CL
CL
CL
CL
CL
25.10.12
25.10.12
25.10.12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
25.10.12
CL

15. 122 150 150 150 150 150 122
8815088
326
995
10 (typ.)
47 150 47
243
590
7015015015070
10 (typ.)
243
47 150 47
460
8015015080
10 (typ.)
102150150150102
47 150 47
243
654
10 (typ.)
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL
CL
CL CL CL CL CL CL
CL
CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL CL
CL
CL
CL
CL
CL
CL
CL
CL CL
GLAND PLATE DETAIL
SCALE 1:5
Material : 5mm Brass
1 off as drawn
CL
CL
CL
CL
CL CL
CL
25.10.12
25.10.12
25.10.12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
25.10.12

16. 9935
2673 2384 2408
3740
25617891601089445
3740
10011789951
2470
LEGEND
SYMBOL DESCRIPTION
89x89x6mm SHS
STEELWORK:
STEEL DESIGN SHALL COMPLY WITH THE
REQUIREMENTS OF AS4100 & AS4600.
MILL TEST REPORTS OR CERTIFICATES FOR
MATERIALS MUST BE AVAILABLE FOR INSPECTION
PRIOR TO FABRICATION.
BASEFRAME:
REGIONAL WIND SPEED A
HOT-ROLLED SECTIONS TO BE GRADE 300 STEEL
HOT FINISHED HOLLOW SECTIONS TO BE GRADE
350 STEEL
HOT ROLLED PLATE TO BE GRADE 250 STEEL
FOR ALL OTHER STRUCTURAL STEEL USE GRADE
250 UNLESS NOTED OTHERWISE
HSFG BOLTS GRADE 8.8
BLACK BOLTS GRADE 4.6
WELDING:
ALL WELDING SHALL BE PERFORMED BY AN
ACCREDITED OPERATOR IN ACCORDANCE WITH -
AS1554 CATEGORY SP U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR
PLATE 16mm THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR
PLATE 17mm UP TO 32mm THICK
ALL WELDING SHALL BE 3mm CFW U.N.O. FOR
NON-STRUCTURAL HOLLOW MEMBERS
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED
OUT IN ACCORDANCE WITH AS1554, AS1171,
AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED
IN WRITING, BE PAINTED IN ACCORDANCE WITH
CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
SURFACE TREATMENT : GRIT BLAST CLEAN TO
AS1627.4 & 9 CLASS 2.5 (NEAR WHITE METAL) WITH
ANGULAR PROFILE OF 35 ~ 70 MICRONS
12/09/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
12/09/12
16/10/12
20/09/12
16/10/12
PORTAL FRAME 1 PORTAL FRAME 2 PORTAL FRAME 3
300PFCPERIMETERBEAM
300PFCPERIMETERBEAM
300PFC PERIMETER BEAM
300PFC PERIMETER BEAM
PORTAL FRAME SETOUT
SCALE 1:20
PORTAL FRAME 2 PORTAL FRAME 2
CL CL CL
CLCLCLCL
CLCL
1

17. LEGEND
SYMBOL DESCRIPTION
89x89x6mm SHS
3740
445 1089 160 1789 256
3899
150366089
3640
3586
3578
3489
150
3478
3713
347489
3713
150347489
3478
150366089
3899
3740
1789 9511001
3526
3615
3713
150347489
9935
2673 2384 2408 2470
9935
2470 2408 2384 2673
150366089
3899
ELEVATION
SCALE 1:30
12/09/12
20/09/12
20/09/12
SPECIALIST TRANSPORTABLE
BUILDINGS
12/09/12
20/09/12
20/09/12
ELEVATION
SCALE 1:30
ELEVATION
SCALE 1:30
CL CL CL
ELEVATION
SCALE 1:30
PORTAL STUB 150mm (typ)
CL CL CLCL CL
CLCLCLCL

18. 89 2539 89 2295 89 2319 89 2337 89
891238917001608910008931289
898678917008981789
89 2539 89 2295 89 2319 89 2337 89
5331330 REMOVABLE PANEL474
536
980
721
466
1670 DOOR OPENING
303
100
INFILL
PANEL
1770 STRUCTURAL OPENING
1080
STRUCTURAL OPENNING
100
INFILL
PANEL
LEGEND
SYMBOL DESCRIPTION
89x89x6mm SHS
PORTAL FRAME 1 PORTAL FRAME 2
PORTAL FRAME 3
WALL FRAME SETOUT - FLOOR PLAN
SCALE 1:20
PORTAL FRAME 2 PORTAL FRAME 2
W1
W2
W3
W4
W5
W6 W7 W8 W9
W10
W11
W12
W16 W15 W14 W13
05/10/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
05/10/12
15/10/12
15/10/12

19. 600600600600600600206
89 312
89
600 400
89
71
89
600 600 500
89
123
89
600600600600600600
89 600 267
89
600 600 500
89
600 217 89
600600600600600589
35
3035STRUCTURALOPENING
533
89 424 600 612 303
89
600 600 600 600 495
89
1330
REMOVABLE PANEL
589
1770
STRUCTURAL OPENING466
100
303
600 600 600 519
89
417 600 600 202 518
1670
474
105495600600600
99
501624
12048060060060084
600 600 130
2364REMOVABLEPANEL
89
600600600600
160
600210
100
440
2560STRUCTURALOPENNING1250
89 600 600 601 536
721
1080
STRUCTURAL
OPENING 536
980
89
600 600 600 519
89
600 600 600 495
89
600 600 600 472 267 89
860VSD
NOGGINGS1200
ELEVATION
SCALE 1:30
ELEVATION
SCALE 1:30
ELEVATION
SCALE 1:30
ELEVATION
SCALE 1:30
INFILLPANEL100mmWIDE
INFILLPANEL100mmWIDE
DOOR
OPENINGDOOR
OPENING
REMOVABLE
PANEL
W2W1 W4 W5
W3 W6
W7 W8
W9
W10 W11 W12
W13 W14 W15 W16
05/10/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
05/10/12
15/10/12
15/10/12

20. 3807
600600600600600600207
312
3792
3786
3736
1000
3731
71
3728
3724
1700
3639
3635
3628
123
3035STRUCTURALOPENING589
2539
424 600 600 612 303
466 1770 STRUCTURAL OPENING 303
1670 100
3624
3624
600600600600600624
2295 2319
2337
533
1330
REMOVABLE PANEL474
600 600 130
15 15
417 600 600 202 518
105
15
480600600600
84
151125
2364REMOVABLEDOOR120
600 400 600 600 500
600 600 600 495 600 600 600 519
3628
358840
3671
867
600 267
3676
1700
600 600 500
3761
3765
3806
817
600 217
W2W1 W4W3 W5
DOOR
OPENING
W6
W7 W8 W9
REMOVABLE
PANEL
W10 W11 W12
WALL FRAME DETAILS
SCALE 1:30
ALL STUDS @ 600 CTRS UNLESS NOTED OTHERWISE
MATERIAL - 89x42x1.15 G550 PGI O.N.U.
INFILLPANEL100mmWIDE
08/10/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
08/10/12
15/10/12
15/10/12
(1 off) (1 off) (1 off) (1 off) (1 off) (1 off)
(1 off) (1 off) (1 off) (1 off) (1 off) (1 off)

21. 3810
600600600600600600210
2560STRUCTURALOPENING1250
721
1080
STRUCTURAL
OPENING 536
600 600 600 537
2337
121
2319
600 600 600 519
1200
860VSD
NOGINGS1750
2295
600 600 600 495
2539
600 600 600 472 267
W13
WALL FRAME DETAILS
SCALE 1:30
ALL STUDS @ 600 CTRS UNLESS NOTED OTHERWISE
MATERIAL - 89x42x1.15 G550 PGI O.N.U.
INFILLPANEL100mmWIDE
DOOR
OPENING
W14 W15 W16(1 off) (1 off) (1 off) (1 off)
08/10/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
08/10/12
15/10/12
15/10/12

22. 600 600 600 600
139
600 600 600 495 600 600 600 519 600 600 600 537
89
3562
89
3740
9935
89 2539 (C1)
89
2295 (C2)
89
2319 (C3)
89
2337 (C4) 89
12/09/12
22/10/12
22/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
04/10/12
22/10/12
22/10/12
CEILING FRAME SETOUT
SCALE 1:20
C1 C2 C3 C4
NOTE 1:
C1 = 3562 x 2539
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
C2 = 3562 x 2295
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
C3 = 3562 x 2319
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
C4 = 3562 x 2337
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
NOTE 2:
READ IN CONJUNCTION WITH
LS457-0608-016-1
LS457-0608-054-1
LS457-0608-067-2
PORTAL FRAME 1 PORTAL FRAME 2 PORTAL FRAME 3PORTAL FRAME 2 PORTAL FRAME 2

23. 600600600600600600
9935
CEILING BATTEN SETOUT
SCALE 1:20
12/09/12
22/10/12
22/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
04/10/12
22/10/12
22/10/12
CL
CL
CL
CL
CL
CL
CL
NOTE 2:
READ IN CONJUNCTION WITH
LS457-0608-016-1
LS457-0608-054-1
LS457-0608-067-1
NOTE 1:
CEILING BATTENS
LYSAGHT TOPSPAN 40
MATERIAL:
TRUECORE STEEL COMPLYING
WITH AS1397

24. 600 600 600 600
139
600 600 600 495 600 600 600 519 600 600 600 537
89
3562
89
3740
9935
89 2539 (C1)
89
2295 (C2)
89
2319 (C3)
89
2337 (C4) 89
CEILING FRAME SETOUT
SCALE 1:20
C1 C2 C3 C4
NOTE 1:
C1 = 3562 x 2539
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
C2 = 3562 x 2295
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
C3 = 3562 x 2319
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
C4 = 3562 x 2337
QUANTITY: 1 OFF
MATERIAL: 89x42x1.15 G 550 PGI
NOTE 2:
READ IN CONJUNCTION WITH
LS457-0608-016-1
LS457-0608-054-1
LS457-0608-067-2
15/10/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
15/10/12
15/10/12

25. 1261 1206
R1524(typ.)
NOTE:
FOR BUILDING SPECIFICATION REFER TO LS457-0608-004-1
2599
1325
ROOF ANCHORS POINTS SETOUT - FLOOR PLAN
SCALE 1:20
0.55 BMT C/BOND BARGE CAPPING COLUR "WILDERNESS GREEN"
0.55mmC/BONDFLASHINGCOLOUR"WILDERNESSGREEN"
0.55mmC/BONDFLASHINGCOLOUR"WILDERNESSGREEN"
GUTTER DP
CL CL
CL
SECTION
Scale 1:10
DETAIL
Scale 1:2
CEILING BATTENS LYSAGHT TOPSPAN 40
SECURE ANCHOR - TD -06 TRIMDEK ROOF ANCHOR
ROOF ANCHOR FITS OVER TRIMDEK PROFILE AND HAS A
5mm NEOPRENE GASKET BELOW.
SECURED W/ 12-14x25 TEK SCREWS C/W NEPRENE
WASHER.
EIGHT CENTRE FIXINGS PER SIDE ARE FIXED INTO THE
40mm ROOF BATTEN BELOW
0.42 C/BOND SUPERDEK ROOF CLADDING COLOUR
"WILDERNESS GREEN"
26.10.12
26.10.12
26.10.12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
26.10.12
0.42 C/BOND SUPERDEK ROOF CLADDING COLOUR "WILDERNESS GREEN"

26. 2780
1620
360102938102298
50115115124011511550
50 80 2520 80 50
40 50
270 102 2036 270
4050
115
102
143102938102138
102
58
9090
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
101780(65x65x3SHS)10
1800
2780
117 350 375 375 346 375 375 350 117
90
208 102 1000 102 208
50 115 115 1240 115 115 50
75 75 9090
40
258
10 1780 (65x65x3 SHS) 10
1620 (300 PFC PERIMETER BEAM) 90
2780 (300 PFC PERIMETER BEAM)
117 350
50 80 2520 80 50
270 102 2036 102 270
2780
375 375 346 375 375 350 117
90
240
7511550
50 40
14794
(TYP.)
10 1780 (65x65x3 SHS) 10
90 240 1140 240 90
147 1326 147
115 115 1240 115 115 5050
75 75
90 1620 (300 PFC PERIMETER BEAM) 90
STEELWORK:
STEEL DESIGN SHALL COMPLY WITH THE
REQUIREMENTS OF AS4100 & AS4600.
MILL TEST REPORTS OR CERTIFICATES FOR
MATERIALS MUST BE AVAILABLE FOR INSPECTION
PRIOR TO FABRICATION.
BASEFRAME:
REGIONAL WIND SPEED A
HOT-ROLLED SECTIONS TO BE GRADE 300 STEEL
HOT FINISHED HOLLOW SECTIONS TO BE GRADE
350 STEEL
HOT ROLLED PLATE TO BE GRADE 250 STEEL
FOR ALL OTHER STRUCTURAL STEEL USE GRADE
250 UNLESS NOTED OTHERWISE
HSFG BOLTS GRADE 8.8
BLACK BOLTS GRADE 4.6
WELDING:
ALL WELDING SHALL BE PERFORMED BY AN
ACCREDITED OPERATOR IN ACCORDANCE WITH -
AS1554 CATEGORY SP U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR
PLATE 16mm THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR
PLATE 17mm UP TO 32mm THICK
ALL WELDING SHALL BE 3mm CFW U.N.O. FOR
NON-STRUCTURAL HOLLOW MEMBERS
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED
OUT IN ACCORDANCE WITH AS1554, AS1171,
AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED
IN WRITING, BE PAINTED IN ACCORDANCE WITH
CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
COAT 2 - DUREBUILD STE GLASS FLAKE 250u DFT
COAT 3 - DULUX WEATHERMAX HBR 100u DFT
(ONLY IF COLOUR CODE OR UV RESISTANCE IS
REQUIRED
SURFACE TREATMENT : GRIT BLAST CLEAN TO
AS1627.4 & 9 CLASS 2.5 (NEAR WHITE METAL) WITH
ANGULAR PROFILE OF 35 ~ 70 MICRONS
1620 (300 PFC PERIMETER BEAM)
50115115124011511550
757590 90
40 75 102 81 102 1000 102 138 102 58
172 1275 172
90 90
268
1795039
37.5 37.5
75
(TYP.)
250 200
210
612841
40 120 40
300PFCPERIMETERBEAM
300PFC PERIMETER BEAM
LANDING 1 BEAM PERIMETER SETOUT
SCALE 1:20
10/10/12
19/10/12
19/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
28/09/12
19/10/12
16/10/12
19/10/12
300PFC PERIMETER BEAM
300PFCPERIMETERBEAM LANDING 1 BEAM JOISTS SETOUT
SCALE 1:20
65x65x3SHS
CL CL CL CL
CL
ELEVATION
SCALE 1:10
CL CL CL
300PFC PERIMETER BEAM
CL CL CL CL CL CL
ELEVATION
SCALE 1:10
20mm PLATE DETAIL
SCALE 1:2
CL
CL
CL
65x65x3 SHS
300PFC PERIMETER BEAM
CL CL CL CL
CL CL CL CL
CL CL CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
SECTION
SCALE 1:10
WEB STIFFENER
CL CL
CL CLCL CL
CL CL
M24 BOLTS (typ)
20mm PLATE
(typ)
32mm WEBFORGE
MESH
FOR HANDRAILS
CL CL CL CL CL CL
65x65x3 SHS
10mm PLATE FOR
STAIR ATTACHMENT
M24 BOLTS (typ)
32mm WEBFORGE
MESH
ELEVATION
SCALE 1:10
10mm PLATE DETAIL
SCALE 1:2
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
65x65x3SHS
65x65x3SHS
65x65x3SHS
65x65x3SHS
65x65x3SHS
65x65x3SHS
65x65x3SHS
CL CL CL CL CL CL CL CL
32mm WEBFORGE MESH
65x65x3 SHS
CL CL
CL CL CL CL CL CL CL CL CL
300PFC PERIMETER BEAM
CL CL CL CL CL CL CL CL
CL CL
CL
WELDED M20 NUTS IN
PLACE ON TOP OF
20mm PL
20mm PL FULLY
WELDED TO
BOTTOM FLANGE
OF PFC
6
LANDING
SWITCHROOM
LANDING ATTACHMENT DETAIL
SCALE 1:5
1

27. 1620
2600
50 80 2340 80 50
270 102 1856 102 27050115115124011511550
581423115
360102938102298
4050
4050
102102
9090
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
1800
101780(65x65x3SHS)
10
2600
117 400 400 383 383 400 400 117
10
270102938102208
90
40320
50 115 115 1240 115 115 50
90 75 9075
1780 (65x65x3 SHS) 10
1620 (300 PFC PERIMETER BEAM) 90
2600 (300 PFC PERIMETER BEAM)
2600
50 80 2340 80 50
117 400 400 383 383 400 400 117
90
240
7511550
50 40
14794
(TYP.)
10 1780 (65x65x3 SHS) 10
90
147 1326 147
90
90 240 1140 240 90
50 115 115 1240 115 115 50
75 75
1620 (300 PFC PERIMETER BEAM)
STEELWORK:
STEEL DESIGN SHALL COMPLY WITH THE
REQUIREMENTS OF AS4100 & AS4600.
MILL TEST REPORTS OR CERTIFICATES FOR
MATERIALS MUST BE AVAILABLE FOR INSPECTION
PRIOR TO FABRICATION.
BASEFRAME:
REGIONAL WIND SPEED A
HOT-ROLLED SECTIONS TO BE GRADE 300 STEEL
HOT FINISHED HOLLOW SECTIONS TO BE GRADE
350 STEEL
HOT ROLLED PLATE TO BE GRADE 250 STEEL
FOR ALL OTHER STRUCTURAL STEEL USE GRADE
250 UNLESS NOTED OTHERWISE
HSFG BOLTS GRADE 8.8
BLACK BOLTS GRADE 4.6
WELDING:
ALL WELDING SHALL BE PERFORMED BY AN
ACCREDITED OPERATOR IN ACCORDANCE WITH -
AS1554 CATEGORY SP U.N.O.
ALL WELDING SHALL BE 6mm CFW U.N.O. FOR
PLATE 16mm THICK
ALL WELDING SHALL BE 8mm CFW U.N.O. FOR
PLATE 17mm UP TO 32mm THICK
ALL WELDING SHALL BE 3mm CFW U.N.O. FOR
NON-STRUCTURAL HOLLOW MEMBERS
ALL BUTT WELDS SHALL BE FULL PENETRATION
CONTINUOUS U.N.O.
NON-DESTRUCTIVE TESTING SHALL BE CARRIED
OUT IN ACCORDANCE WITH AS1554, AS1171,
AS2177 & AS2207
ELECTRODES E48XX TO BE USED
PAINTING STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED
IN WRITING, BE PAINTED IN ACCORDANCE WITH
CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006
COAT 1 - DULUX DUREPON P14 75u DFT
COAT 2 - DUREBUILD STE GLASS FLAKE 250u DFT
COAT 3 - DULUX WEATHERMAX HBR 100u DFT
(ONLY IF COLOUR CODE OR UV RESISTANCE IS
REQUIRED
SURFACE TREATMENT : GRIT BLAST CLEAN TO
AS1627.4 & 9 CLASS 2.5 (NEAR WHITE METAL) WITH
ANGULAR PROFILE OF 35 ~ 70 MICRONS
1620 (300 PFC PERIMETER BEAM)
172
50115115124011511550
907590 75
40 75 102 1423 102 58
1275
90 90
172
1795039
268
37.5 37.5
75
(TYP.)
250 200
210
41
40 120 40
2861
300PFC PERIMETER BEAM
LANDING 2 BEAM PERIMETER SETOUT
SCALE 1:20
300PFC PERIMETER BEAM
300PFCPERIMETERBEAM
LANDING 2 BEAM JOISTS SETOUT
SCALE 1:20
ELEVATION
SCALE 1:10
CL CL CL
300PFC PERIMETER BEAM
CL CL CL
CL CL CL
ELEVATION
SCALE 1:10
20mm PLATE DETAIL
SCALE 1:2
CL
CL
CL
65x65x3 SHS
300PFC PERIMETER BEAM
CL CL CL CL
CL
CL
SECTION
SCALE 1:10
FOR HANDRAILS
WEB STIFFENER
CL
CL
CL
M24 BOLTS (typ)
20mm PLATE
(typ)
10/10/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
02/10/12
16/10/12
03/10/12
11/10/12
16/10/12
300PFCPERIMETERBEAM
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
32mm
WEBFORGE MESH
CL
CL
CL
65x65x3 SHS
M24 BOLTS (typ)
32mm WEBFORGE
MESH
CL CL CL
CL
10mm PLATE FOR
STAIR ATTACHMENT
10mm PLATE DETAIL
SCALE 1:2
CL
CL
CL
ELEVATION
SCALE 1:10
CL
CL
CL CL CL CL CL CL CL
CL
CL
CL
CL CL CL CL CL CL CL
CL CL CL CL
32mm WEBFORGE MESH
65x65x3 SHS
CL CL CL
CL CL CL CL
CL CL CL CL
CL CL
300PFC PERIMETER BEAM
CLCLCL
6
CL CL
CL
WELDED M20 NUTS IN
PLACE ON TOP OF
20mm PL
20mm PL FULLY
WELDED TO
BOTTOM FLANGE
OF PFC
LANDING
SWITCHROOM
LANDING ATTACHMENT DETAIL
SCALE 1:5
1

28. 2365RISE
156
10 PL
3387 GOING
299 (230 PFC CUT LENGTH)
191155B/C
10PL
3866 (230PFC CUT LENGTH)
74
B/C
74
B/C
42 125
1517
125
1517
125
330
85
B/C
10 PL
751200INSIDE75
4040
5050
230
1275 37.537.5
191
156
75
85
1105040
200
10190
51 48
99
100180
RISE
250
GOING
15
NOSING
LINE
105
125
TYP.
70
143
308TYP.
308TYP.
20010 PL
3982 (OVERALL LENGTH 230PFC)
DIMENSION EXCLUDING
10mm
PL. AT STRINGER FOOT BUT INCLUDING
10mm
PL AT STRINGER HEAD
12/10/12
12/10/12
12/10/12
SPECIALIST TRANSPORTABLE
BUILDINGS
12/10/12
NOTES:
1. STAIR TREADS SHALL BE FABRICATED OF WEBFORGE T6/ A325MSG
INDIVIDUAL TREAD DIMENSION: 275W x 1200L
PRODUCT OF RISE x GOING: 180x250 = 45,000
2. STAIR TREADS TO HAVE NON-SLIP YELLOW ABRASIVE NOSING
3. HANDRAILS TO BE REMOVABLE
4. STEPS AND LANDING ASSEMBLIES TO BE BOLTED TO THE
BUILDING BASE FOR REMOVAL DURING TRANSPORT
5. MOUNTING HOLE FOR HANDRAILS:
3SETS OF HOLES,
18mm DIA. @125 CTRS,
M16 BOLTS GALV. GD 8.8
40mm IN FROM TOE ON TOP FLANGE OF 230 PFC
FOR BEST MATCH DRILL WITH HANDRAIL
6. MOUNTING PLATE TO FACE INSIDE OF STAIR STRINGER
7. WELDS
ALL FILLET WELDS 6mm
ALL SPLICE JOINTS TO BE FULL PENETRATION
ALL FLAT WELDS TO BE BEVELED
8. REFER TO DRAWINGS LS457-0608-004-1, LS457-0608-118-1 &
LS457-0608-118-2
ABBREVIATIONS
B/C BACK CUT
PL PLATE
TYP. TYPICAL
MOUNTING HOLES FOR HANDRAILS
NOTE 5
230 PFC STAIR STRINGER
MOUNTING HOLES FOR HANDRAILS
NOTE 5
TOE OF 230 PFC STRINGERS
POINT TO OUTSIDE OF STAIRS
STRINGER "B"
STRINGER "A"
STAIR STRINGER "A" DETAIL
SCALE 1:20
2 OFF STRINGER "A" - AS DRAWN
2 OFF STRINGER "B" - OPPOSITE HAND
(2 SET OF STAIRS - 4 STRINGERS TOTAL)
STAIR DETAIL - PLAN VIEW
SCALE 1:20
LANDING
(NOM.)
2 OFF - AS DRAWN
PAINTING AS PER BASE FRAME
CL CL
230 PFC STAIR STRINGER
230x75x10mm PL.
2x20mm DIA. HOLES
M16 BOLTS, GALV GD8.8
STRINGER MOUNTING DETAIL
SCALE 1:10
230 PFC STAIR STRINGER
2x20mm DIA. HOLES
M16 BOLTS, GALV GD8.8
230x75x10mm PL.
STRINGER HEAD DETAIL
SCALE 1:5
STRINGER FOOT DETAIL
SCALE 1:5
SECTION AA
SCALE 1:5
156x75x10mm PLATE
2x20mm DIA. HOLES
M16 CHEM-ANCHOR BOLT
10mm FOOTING PLATE
HOLE DETAILS
SCALE 1:20
230 PFC STAIR STRINGER
STRINGER HEAD
STRINGER FOOT
230 PFC STRINGER

29. 32113331333401321 2138 321
4111040349
166109
2780 3387
1800
1200
321195832140113331333321
166109
4111040349
1800
26003387
246269
1730OVERALLGRATINGWIDTH
246269
1261467137
2531 OVERALL GRATING LENGTH
2642
1730OVERALLGRATINGWIDTH
2642 69
69
1261467137
2711 OVERALL GRATING LENGTH
275
1200
25
125125
15
3530
65
275
15/10/12
15/10/12
15/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
15/10/12
CL CL CL CL CL
CL
CL
CL
CL
CL CL CL CL CL
CL
CL
CL
CL
CL
CLCL
STAIR TREAD DETAIL
SCALE 1:5
LANDING 1 - HANDRAIL & GRATING LAYOUT
SCALE 1:20
LANDING 1 - GRATING LAYOUT DETAIL
SCALE 1:20
LANDING 2 - HANDRAIL & GRATING LAYOUT
SCALE 1:20
LANDING 2 - GRATING LAYOUT DETAIL
SCALE 1:20
T6 YELLOW ABRASIVE NOSING
FIXED TO FRONT EDGE
T6 YELLOW ABRASIVE NOSING
FIXED TO FRONT EDGE
T6 YELLOW ABRASIVE NOSING
FIXED TO THE FRONT EDGE
T6 YELLOW ABRASIVE NOSING
FIXED TO THE FRONT EDGE
GRATING
GRATING
MATERIAL: WEBFORGE GRATING
A325MPG (BANDED, GALVANISED)
QUANTITY: 1 OFF AS DRAWN
MATERIAL: WEBFORGE GRATING
A325MPG (BANDED, GALVANISED)
QUANTITY: 1 OFF AS DRAWN
MATERIAL: WEBFORGE STAIR TREAD T6/A325MSG
1200mm WIDE x 275mm TREAD
MILD STEEL/ GALVANIZED/ SERATED
BOLT HOLED ENDS/ YELLOW ABRASIVE NOSING
QUANTITY: 13 OFF AS DRAWN

30. 1017
452457
300 1040 300
1640
108
1958300 300
1017
452457
2558
251251
108
2738
300 2138 300
1017
452457108
251 251
157
61 97
1017
452457108
97106
1017
452457
247
154 93
108
93154
300
1332
1333
315
925
468457
1642
1642
R140
R140
R140
R140
HR 1 - HANDRAIL DETAIL
SCALE 1:10
HR2 - HANDRAIL DETAIL
SCALE 1:20
19/10/12
19/10/12
19/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
19/10/12
CL
CL
CL CL
MATERIAL: WEBFORGE MONOWILLS GALVINISED STEEL COMPONENTS
Wash Abrasive blast clean class 2.5
1st Coat : Dulux Durepon P14 75
2nd Coat : Durabild STE Glass Flake 250 DFT
3rd Coat : Dulux Weathermax HBR 100 DFT (colour Yellow)
QUANTITY: 2 Off as drawn
CL CL
CL
CL
CLCL CLCL
MATERIAL: WEBFORGE MONOWILLS GALVINISED STEEL COMPONENTS
Wash Abrasive blast clean class 2.5
1st Coat : Dulux Durepon P14 75
2nd Coat : Durabild STE Glass Flake 250 DFT
3rd Coat : Dulux Weathermax HBR 100 DFT (colour Yellow)
QUANTITY: 1 Off as drawn
CL CLCL CL
CL
CL
HR 3 - HANDRAIL DETAIL
SCALE 1:10
MATERIAL: WEBFORGE MONOWILLS GALVINISED STEEL COMPONENTS
Wash Abrasive blast clean class 2.5
1st Coat : Dulux Durepon P14 75
2nd Coat : Durabild STE Glass Flake 250 DFT
3rd Coat : Dulux Weathermax HBR 100 DFT (colour Yellow)
QUANTITY: 1 Off as drawn
CL
CL
CL
HR 4 - HANDRAIL DETAIL
SCALE 1:10
MATERIAL: WEBFORGE MONOWILLS GALVINISED
STEEL COMPONENTS
Wash Abrasive blast clean class 2.5
1st Coat : Dulux Durepon P14 75
2nd Coat : Durabild STE Glass Flake 250 DFT
3rd Coat : Dulux Weathermax HBR 100 DFT
(colour Yellow)
QUANTITY: 2 Off as drawn
HR 5 - HANDRAIL DETAIL
SCALE 1:10
MATERIAL: WEBFORGE MONOWILLS GALVINISED
STEEL COMPONENTS
Wash Abrasive blast clean class 2.5
1st Coat : Dulux Durepon P14 75
2nd Coat : Durabild STE Glass Flake 250 DFT
3rd Coat : Dulux Weathermax HBR 100 DFT
(colour Yellow)
QUANTITY: 2 Off as drawn
CL
CL
HR 6 - HANDRAIL DETAIL
SCALE 1:10
MATERIAL: WEBFORGE MONOWILLS GALVINISED STEEL COMPONENTS
Wash Abrasive blast clean class 2.5
1st Coat : Dulux Durepon P14 75
2nd Coat : Durabild STE Glass Flake 250 DFT
3rd Coat : Dulux Weathermax HBR 100 DFT (colour Yellow)
QUANTITY: 4 Off as drawn
CLCL
100x6 FB. Kick Pl. 100x6 FB. Kick Pl.
100x6 FB.
Kick Pl.
100x6 FB.
Kick Pl.
100x6 FB. Kick Pl.
CLCL
CL CL

31. 15356701535
15356701535
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
JOISTS/RHS PACKERS STOP & START @
99212550
320 100
648 (50EA5)
65 350 233
620
7412074
90
170
45 45
4949
53090
AIRCON OUTRIGGER SET OUT - PLAN VIEW
SCALE 1:20
23.10.12
23.10.12
23.10.12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
23.10.12
50EA5
SWITCHROOM
300 PFC
310UB40
SECTION
SCALE 1:10
CL CL
DETAIL
SCALE 1:5
4 off ANTI VIBRATION PADS
ACRXS85LOUTDOORUNIT
2 off 170x90x10mm PL.
FOR M24 BOLTS.
SECTION
SCALE 1:5
CL
CL
CL
300 PFC
CL
RXS85L
RXS85L

32. ISOL
ISOL
EXIT
EXIT
PE
LEGEND
SYMBOL DESCRIPTION
2x36W FLUORESCENT DIFFUSED BATTEN WITH ONE
TUBE MAINTAINED EMERGENCY EVACUATION,
SUPPLIED FROM DB1 LIGHT (IP65) 2hrs BATTERY BACK
UP ILLUMINATION LEVEL 240LUX MIN
2x36W FLUORESCENT DIFFUSED BATTEN WITH
MAINTAINED EMERGENCY EVACUATION, INTELLIGENT
LIGHTING CONTROL TIMER RELAYS FROM DB1 LIGHT
WEATHERPROOF (IP65) 2hrs BATTERY BACK UP,
ILLUMINATION LEVEL 240LUX MIN.
2x36W FLUORESCENT DIFFUSED BATTEN CEILING
MOUNTED SUPPLIED FROM DB1 LIGHT ILLUMINATION
LEVEL 240LUX MIN.
10A TWO-WAY LIGHT SWITCH MOUNTED 1360 AFFL
1x10W EXIT SIGN SINGLE SIDED, WALL MOUNT
CENTRAL ABOVE DOORS WEATHER PROOF
15AMP SINGLE PHASE TWIN GPO CLIPSAL 56 SERIES
WHITE COLOUR, FLUSH MOUNTED
LIGHT DB1 415V, POWER DB2 415V &
INSTRUMENTATION DB3 240V
EXIT
ELECTRICAL PLAN
SCALE 1:20
DB1-CB3
DB3
12/10/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
16/10/12
DB2
VSD
MCC-MCB
MISC EQUIPMENT
PLC
FIP
DB2-CB8 DB2-CB1
DB2-CB12-3
DB2-CB12-2
DB2-CB7
DB1-CB3-1
DB1-CB3-2DB1-CB2-1DB1-CB3-3
DB1-CB3-4
DB1-CB3-5 DB1-CB2-2 DB1-CB3-6
DB1-CB3
DB2-CB2
DB2-CB6
DB2-CB12-4
DB2-CB12-1

33. 150
50 50 204 9040
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
JOISTS/RHS PACKERS STOP & START @
PORTAL STUBS
45
150
90
79
150
29 90 30
150
90
40 50
10/09/12
15/09/12
15/09/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
15/09/12
89x89x6 SHS
PORTAL COLUMN
20PL WEB
STIFFENER
100x100x3 SHS PERIMETER
JOIST CROP TO FIT AROUND
EACH PORTAL COLUMN
300PFC
PERIMETER
BEAM
89x89x6 SHS
PORTAL STUB
COLUMN
PORTAL STUB DETAIL
SCALE 1:5 (typ @ every corner)
ELEVATION
SCALE 1:5
100x100x3 SHS PERIMETER JOIST
CROP TO FIT AROUND EACH
PORTAL COLUMN
20mm PL. WEB STIFFENER
89x89x6 SHS
PORTAL COLUMN
89x89x6 SHS
PORTAL STUB
COLUMN
CL
89x89x6 SHS
PORTAL COLUMN
89x89x6 SHS
PORTAL STUB
COLUMN
2
2
6
LIFTING LUG
310UB32
CROSS BEAM
300PFC PERIMETER
BEAM
100x100x3 SHS
JOISTS
2
8
2
6
PORTAL STUB DETAIL
SCALE 1:5
ELEVATION
SCALE 1:5
LIFTING LUG
100x100x3 SHS PERIMETER JOIST
CROP TO FIT AROUND EACH
PORTAL COLUMN
89x89x6 SHS
PORTAL COLUMN
2
8
300PFC PERIMETER BEAM
2
CL
2
2
100x100x3 SHS
JOISTS
89x89x6 SHS
PORTAL COLUMN
89x89x6 SHS
PORTAL STUB
COLUMN
75x20FL.
WEB STIFFENER
20mm
THK
20mm
THK
300PFC PERIMETER
BEAM
310UB32 CROSS
BEAM
PORTAL STUB DETAIL
SCALE 1:5
ELEVATION
SCALE 1:5
CL
2
6
100x100x3 SHS PERIMETER JOIST
CROP TO FIT AROUND EACH
PORTAL COLUMN
20mm PL. WEB STIFFENER
8
300PFC PERIMETER
BEAM
PORTAL STUB DETAIL
SCALE 1:5
300PFC PERIMETER
BEAM
2
2
89x89x6 SHS
PORTAL COLUMN
89x89x6 SHS
PORTAL STUB
COLUMN
ELEVATION
SCALE 1:5
2
6
100x100x3 SHS PERIMETER JOIST
CROP TO FIT AROUND EACH
PORTAL COLUMN
300PFC PERIMETER
BEAM
FOR M24 BOLTS
CL CL CL CL
300PFC PERIMETER
BEAM
CL
M24 BOLTS
6
8
CL
M24 BOLTS
M24 BOLTS
6
20mm STIFFENER
PLATE
20mm PLATE WELDED
TO 300PFC PERIMETER
BEAM
M24 BOLTSCL
CL

34. 29 90 30
299
5090 204 40 50
286
75 109
298
100
20 185
50 135
298
5019850
110
100
R16
509020490
299
29 90 30
(TYP)
50 90 204 90 50
299
90 394
280
50218
NOTE:
ALL DIMENSIONS TAKEN TO CENTER OF
STRUCTURAL MEMBER UNLESS NOTED
OTHERWISE
JOISTS/RHS PACKERS STOP & START @
PORTAL STUBS
394
90
29995
502049050
45 45
(TYP)
12550
25
75
38
10/09/12
16/10/12
16/10/12
SPECIALIST TRANSPORTABLE BUILDINGS
(ADMINISTRATORS APPOINTED)
10/09/12
16/10/12
16/10/12
CL
LIFTING LUG DETAIL
SCALE 1:5
LUGSPOINT
TOWARD
BUILDING
CENTRE
CL
LIFTING LUG
CENTERED
@ WEB OF
CROSS
BEAM
FULL PENETRATION
WELDS TO ALL
CONNECTING FACES
310UB32 CROSS BEAM
300PFC PERIMETER BEAM
CL
ELEVATION
SCALE 1:5
20mm PL.
LIFTING LUG
50x50 CHAMFER
TO CORNERS
310UB32 CROSS BEAM
300PFC PERIMETER BEAM
LIFTING LUG DETAIL
SCALE 1:5
SECTION
SCALE 1:5
100x50x2.5 RHS
SECTION
SCALE 1:5
310UB32 CROSS BEAM
300PFC PERIMETER BEAM
75x6 EA NOTCH OUT TO SUIT
310UB32
300PFC
E1000 40mm UNISTRUT
1000mm LONG
3
M24 BOLTS
CL CL
20mm PL. WEB
STIFFENER CL CL CL CL
CL8
20mm PL. WEB STIFFENER
CL CL
SCALE 1:5
CL
CLCLCLCL
310UB32
CROSS BEAM
300PFC
PERIMETER BEAM
20mm PL WEB STIFFENER
TO BOTH SIDES OF 310UB32
SECTION
SCALE 1:5
CL
20mm PL.
WEB STIFFENER
20mm PLATE WELDED
TO 300PFC PERIMETER
BEAM
M24 BOLTS CL CL CL CL
20mm
THK
6
20PL WEB STIFFENER
6
CL
CL
CLCLCL
20mm PLATE DETAIL
SCALE 1:5
100x100x3 SHS
CL
10mm TH 360 SS
EARTHING LUG
EARTH LUG DETAIL
SCALE 1:5