Orica_Binder

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 3° SKILLION ROOF

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


STUD


BRACE WITH 75x75x6 FLAT

WASHER

ROOF STRUCTURE

CEILING FRAME

3° SINGLE PITCH SKILLION ROOF -

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


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 JOISTS100 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 75µ DFT

- COAT 2 - DUREBUILD STE GLASS

FLAKE 250µ DFT

- COAT 3 - DULUX WEATHERMAX HBR

100µ 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 75µ

DFT

- 2nd COTE : DUREBUILD STE GLASS

FLAKE 250µ DFT

- 3rd COTE : DULUX WEATHERMAX HBR

100µ 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

26/09/1212/10/1212/10/12

SPECIALIST TRANSPORTABLE

BUILDINGS

12/10/12

647

1060

140

1060

647

3554

INTE

RNAL

DIM

ENSI

ON

1473

550

1531

9749

2844 3710 UNI-STRUT 2573565

UNI-STRUT

93 93

9935 BASE FRAME

9393

3740

BAS

E FR

AME

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.

C

L

C

L

C

L

C

L

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

22/10/1222/10/1222/10/12


BUILDINGS

22/10/12

C

L

C

L

7155

6172

BUI

LDIN

G LO

W H

EIGH

T AG

L

2497

LAND

ING

HEIG

HT

10087 BUILDING WIDTH O/S CLADDING

2100

U/S

OF LA

NDIN

G

2780 LANDING 1

76 9935 BASEFRAME

4072

BUI

LDIN

G HE

IGHT

O/A

2364

1330

136


4287

BUI

LDIN

G HE

IGHT

O/A

2100

U/S

OF B

ASEF

RAME

2497

LAND

ING

HEIG

HT

80 3740 BASEFRAME 80

6387

BUI

LDIN

G AP

EX A

GL

1800 LANDING 11800 LANDING 2


2100

U/S

OF B

ASEF

RAME

4072

BUI

LDIN

G HE

IGHT

O/A

2497

LAND

ING

HEIG

HT80 3740 BASEFRAME 80 1800 LANDING 2

6172

BUI

LDIN

G LO

W H

EIGH

T AG

L

1800 LANDING 1


76 9935 BASEFRAME 76

2600 LANDING 2

6387

BUI

LDIN

G AP

EX A

GL

2497

LAND

ING

HEIG

HT

2100

U/S

OF LA

NDIN

G42

87 B

UILD

ING

HEIG

HT O

/A

26/09/1225/10/1225/10/12

SPECIALIST TRANSPORTABLE BUILDINGS

(ADMINISTRATORS APPOINTED)

25/10/12

GL

0.42 C/BOND SUPERDEK

ROOF CLADDING COLOUR

"WILDERNESS GREEN"

0.6mm STRATCO "VF" GUTTERCOLOUR "WILDERNESS GREEN"

LANDING 1


EXT CLADDING COLOUR

"WILDERNESS GREEN"

0.55mm C/BONDFLASHING COLOUR"WILDERNESS

GREEN"

ROOF ANCHORS @ 1500 CTRS

AC2 RXS85L (TYP)

ELEVATIONSCALE 1:50

100x50x0.6mm DOWNPIPE

COLOUR "WILDERNESS GREEN"

FIXED TO WALL

LANDING 1LANDING 2

ELEVATIONSCALE 1:50


EXT CLADDING COLOUR

"WILDERNESS GREEN"



WILDERNESS GREEN


0.6mm STRATCO "VF" GUTTERCOLOUR "WILDERNESS GREEN"

100x50x0.6 DOWNPIPECOLOUR "WILDERNESS GREEN"

0.55mm C/BOND FLASHINGCOLOUR "WILDERNESS

GREEN"

ELEVATIONSCALE 1:50

GL

LANDING 2LANDING 1

0.6mm STRATCO"VF" GUTTER COLOUR"WILDERNESS GREEN"

100x50x0.6 DOWNPIPE COLOUR"WILDERNESS GREEN"


ELEVATIONSCALE 1:50

LANDING 2

GL


EXT CLADDING COLOUR

"WILDERNESS GREEN"



"WILDERNESS GREEN"

0.55mm C/BOND FLASHING COLOUR"WILDERNESS GREEN"0.55mm C/BOND FLASHING FOR O/STUBING COLOUR"WILDERNESS GREEN" (TYP)

REMOVABLE HAND RAILSBOLTED TO BASEFRAME(typ)

REMOVABLE

PANEL

GL


76 9935 BASE FRAME 76

2780 LANDING 1 7155

481 164089

5696

1800

LAND

ING

2

3740

BAS

E FR

AME

76

3892

BUI

LDIN

G W

IDTH

O/S

CLA

DDIN

G

76

7636 89

5696

1800

LAND

ING

1

3740

BAS

EFRA

ME

7335 2600 LANDING 2

89 8067 950 732 89

3554

INTE

RNAL

DIM

ENSI

ON4

8989

8949749 INTERNAL DIMENSION489

4

7676

3892

BUI

LDIN

G W

IDTH

O/S

CLA

DDIN

G

44

4

4

76

7676

1330REMOVABLE 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 PLANSCALE 1:30

LANDING 2 - 1800x2600

LANDING 1 - 1800x2780

D1

D2

FALL 3°

ACTIVE LEAF

UP

UP

DB1

AC1

AC2

AC1

AC2 MCC-MCB

26/09/1216/10/1216/10/12



16/10/12

DPGUTTER

PLC

MISC EQUIPMENT

DB3

DB2

100x6mm FLAT BAR


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-CLADINTERNAL LININGCOLOUR WILDERNESS GREEN

TRIM ANGLE

DETAILSCALE 1:2

VSD


EXIT

2100

U/S

OF

BASE

FRAM

E42

036

86 C

EILIN

G HE

IGHT

2497

LAND

ING

HEIG

HT35

00 C

EILIN

G HE

IGHT

40

3554 INTERNAL DIMENSION169 169

4072

BUI

LDIN

G HE

IGHT

O/A

2060

COL

UMN

HEIG

HT40


169 9749 INTERNAL DIMENSION 169

23 6387

BUI

LDIN

G AP

EX

4287

BUI

LDIN

G HE

IGHT

O/A

1800 LANDING 1 4

2874

CLE

AR O

PENI

NG

2914

STR

UCTU

RAL O

PENI

NG

26/09/1216/10/1216/10/12



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-CLADINTERNAL LININGCOLOUR WILDERNESS GREEN

89x42x1.15 G 550 PGI

WALL FRAME @ 600 CTRS


WALL INSULATION

0.55mm C/BOND FLASHINGCOLOUR WILDERNESS GREEN

0.4mm PGI UNDER3x16mm FYRECHECK

500 ANTI-GLARE SISALATION FOIL

UNDER CLADDING TAPE JOINS @ EDGES


EXT CLADDING COLOUR

WILDERNESS GREEN

OVER VAPOUR BARRIER

HEAVY DUTY 2mm SEAM WELDEDINDUSTRIAL ANTI-STATIC VINYLOVER 18mm CFC

SECTIONSCALE 1:30

SECTIONSCALE 1:30

LANDING 1

SECURE ANCHOR - ROOF ANCHORFIT OVER SUPERDEK PROFILE



WILDERNESS GREEN

OVER 40mm BATTENS

@ 3° FALL

FOOTINGS TO ENG. SPEC (TYP)

150UB14COLUMN

0.42 BMT C/BONDSTRAT-CLAD CEILING LININGCOLOUR WILDERNESS GREEN

DB2 POWER

AC1 - FTXS85L

0.55 PGI FLASHING TO BOTHSIDES OF 310UB32 (TYP)

0.6mm STRATCO "VF" GUTTERCOLOUR WILDERNESSGREEN

DB1

PLC

VSD

FFL FFL

300mmCABLE LADDER

20mm THICKSTIFFENERPLATE (TYP)

310UB40COLUMN

3x16mm FYRE CHECKUNDER EXT CLADDING

COMPRESSIBLE INFILL STRIPOPEN END TO MATCH WALLSHEET PROFILE


REMOVABLE HAND RAILSBOLTED TO BASEFRAME (TYP)

DB3 DB2

300m

m C

AB

LE

TR

AY

(typ)

150m

m C

AB

LE

TR

AY

(typ)

UNISTRUT TYPE P3300 U.O.N. (typ)

FIPFIP

150mm CABLE TRAY

389

48.4

237 80

80

236

48.4

80

34610

40

26/09/1216/10/1216/10/12



16/10/12

32mm GALV NON-SLIPGRID MESH

65x3mm SHS@ 400 CTRS

TOP PLATE BOLTED TO300 PFC

75x20FL.WEB STIFFENER

300PFC PERIMETERBEAM

DETAILSCALE 1:5

280x90x20mmTHICK STIFFENER PLATEWELDED TO 300PFC PERIMETER BEAM

240x90x20mm THICK STIFFENER PLATEWELDED TO 300PFC & BOLTED TO TOP PLATE

300PFC

CL

150UB14 COLUMN BOTTOM PLATE BOLTED TO FOOTING

FOOTINGS TO ENG. SPEC (TYP)

GL

LANDING 1 SWITCHROOMFFL

32mm GALV NON-SLIPGRID MESH

65x3mm SHS@ 400 CTRS

20mm THICK PLATEBOLTED ON B/FRAME& WELDED ON LANDING

240x90x20mm THICKSTIFFENER PLATEWELDED TO 300PFC& 20mm PLATE

TOP PLATE

150UB14 COLUMN

3x16mm FYRECHECK GYPROCKOVER 0.4mm PGI

280x90x20mmTHICK STIFFENER PLATEWELDED TO 300PFC PERIMETER BEAM (TYP)

TOP PLATE

CL CL

394x90x20mm THICK STIFFENER PLATEWELDED TO 300PFC & 20mm PLATE

310UB40 COLUMN

DETAILSCALE 1:5

BOTTOM PLATE

DOOR FRAME

100x3mm SHS JOISTS

DETAILSCALE 1:5

3x16mm FYRECHECKGYPROCK OVER 0.4mm PGI

FFL2mm STATIC VINYLOVER 18mm CFC

SWITCHROOMLANDING 1

DETAILSCALE 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 LININGCOLOUR "WILDERNESS GREEN"

3x16mm FYRECHECKOVER 0.4mm PGI

100x3mm SHS PERIMETER JOIST


75x20FL. WEB STIFFENER

75mm VINYL COVE w/ PVC BACKINGPLASTIC BASEFFL

SWITCHROOM

SWITCHROOM

0.55mm C/BOND FLASHINGCOLOUR "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


WALL INSULATION

CL 0.42 BMT C/BOND STRAT-CLAD CEILING LININGCOLOUR "WILDERNESS GREEN"

18mm CFC UNDER 2mm STATIC VINYL

280x90x20mmTHICK STIFFENER PLATEWELDED 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 BACKINGPLASTIC BASE

FFL18mm CFC UNDER 2mm STATIC VINYL

DETAILSCALE 1:1

LANDING 1

0.55 BMT C/BOND FLASHING TO BOTHSIDES OF 310UB32

TOP PLATE

70x20FL. WEB STIFFENER WELDEDTO BOTH SIDES OF 310UB32

3x16mm FYRECHECKOVER 0.4mm PGI


310UB40 COLUMNBOLTED TO 310UB32

310UB32 BEAM

DETAILSCALE 1:5

0.48 C/BOND SUPERDEK EXT.CLADDING OVER VAPOURBARRIER


300PFC

0.55 PGI FLASHING TO 300PFC

DETAILSCALE 1:1

0.55 PGI FLASHING TO BOTHSIDES OF 310UB32

3x16mm FYRECHECK OVER 0.4mm PGI

310UB32 BEAM

GL

COMPRESSIBLE INFILLSTRIP OPEN END TOMATCH WALL SHEETPROFILE


COMPRESSIBLE INFILL STRIP OPENEND 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

3740

256

1789

160

1089

445


1001

1789

951

1315 1358 2384 2408 2470

378

1140

UNIS

TRUT

1380

1040

UNIS

TRUT

9035

6030

0PFC

PER

IMET

ER B

EAM

90

1470

620

1470

Ø26 (TYP)

Ø26 (TYP)

90120 90 120

45 90 2492 90 2294 90 2318 90 2291 90 45

45

410

410

Ø24

Ø24

41

41

290 120 1960 120

2901201780120

Ø24

Ø24

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 @

01/08/1219/10/1219/10/12



19/10/12

BASE FRAME BEAM SET OUT - PLAN VIEW

SCALE 1:20

300PFC PERIMETER

BEAM

310U

B32

310U

B32

310U

B32

310U

B32

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

300P

FC

PE

RIM

ET

ER

B

EA

M

PC

PCPC

PC

PC

PC

PC

PC

PC

PC

WS

100x100x35 SHS

JOIST (TYP)

CL

CL

300PFC

PERIMETER BEAM

300P

FC

PE

RIM

ET

ER

B

EA

M

300P

FC

P

ER

IM

ET

ER

B

EA

M

20mm PLATE & VERTICALSTIFFENER PLATEWELDED TO 300PFCPERIMETER BEAM (TYP)

300P

FC

PE

RIM

ET

ER

B

EA

M

REMOVE 75x6EA

CL

CL

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

2

2

125 3000 3000 2930

9935

3740

150

385

139

881

510

1525

150

100

3540

100

755 125

3218

1315 1358100x100x3 SHS

2384100x100x3 SHS

2243 2485100x100x3 SHS

150

125 755 742 298 678 149 2235 961 712 225 2930 125

1289

601

599

654

597

968

710

2062

522

89

150 1422100x100x3SHS

8363

8912

389

1700

100x

100x

3 SHS

8971

8910

0010

0x10

0x3 S

HS89

312

100x

100

x3 S

HS

89

89 2295100x100x3 SHS

89 2319100x100x3 SHS

89 2337100x100x3 SHS

2539100x100x3 SHS

8986

710

0x10

0x3 S

HS89

1700

100x

100x

3 SHS

8981

710

0x10

0x3 S

HS89

1847 6240 MCC/MCB 1848

1289

1200

MCC

/MCB

1251

89

2014 3350 3293

3300 100x50x2.5 SHS3318 3318

368 2544 3760 2523 340 400

740

100x

50x2

.5 RH

S

2837 3710 (100 PFC) 3199

520 450 350 450 800 350 450 340

286

218

1200

(100

x50x

2.5 R

HS)

225

321

240

1278

NOTE:



OTHERWISE


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:



HOT FINISHED HOLLOW SECTIONS TO BE GRADE

350 STEEL


FOR ALL OTHER STRUCTURAL STEEL USE GRADE

250 UNLESS NOTED OTHERWISE



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


PLATE 17mm UP TO 32mm THICK


NON-STRUCTURAL HOLLOW MEMBERS


CONTINUOUS U.N.O.

NON-DESTRUCTIVE TESTING SHALL BE CARRIED

OUT IN ACCORDANCE WITH AS1554, AS1171,

AS2177 & AS2207



ALL STRUCTURAL STEEL SHALL, UNLESS APPROVED

IN WRITING, BE PAINTED IN ACCORDANCE WITH

CLIENTS PROJECT SPECIFICATION 11147-699-10SP-006



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:

01/08/1219/09/1219/09/12



19/09/12

100x100x3 SHS

100x100x3 SHS

100x100x3 SHS

100x100x3 SHS

100x50x2.5 RHS

CL CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

100x100x3 SHS

100x100x3 SHS

100x100x3 SHS

100 PFC

100 PFC

BASE FRAME JOIST SETOUT - PLAN VIEW

SCALE 1:20

50x3

EA

100x50x2.5 RHS

100x100x3 SHS

50x3

EA

50x3

EA

100x100x3

SH

S

100x100x3 SHS 100x100x3 SHS 100x100x3 SHS 100x100x3 SHS

100x100x3 S

HS

100x100x3

SH

S

100x100x3 SHS 100x100x3 SHS 100x100x3 SHS 100x100x3 SHS

100x100x3 SHS

123mm LONG

100x100x3 S

HS

71m

m LO

NG

100x100x3

SH

S100x100x3

SH

S100x100x3

SH

S

CLCL CL CL CL CL CL CL CL

100x50x2.5

RH

S

100x100x3 SHS

100x100x3 SHS

100x100x3 SHS

CL

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5 R

HS

3540m

m LO

NG

100x50x2.5 R

HS

3540m

m LO

NG

100x50x2.5 RHS

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RHS

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

CL

CL CL CL CL CL CL CL

CL CLCL CL CL

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RHS

CL CL

CL

100 PFC

100 PFC

100 P

FC

100 P

FC

100 P

FC

100 P

FC

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

100x50x2.5

RH

S

CL

100x50x2.5

RHS

1

9755

7335 2420

4967 4789

1470

487

3256

5213

5213

1470

487

3256

2600 7155

5939 5791

2987

2832

3372

1150

647

3618

160

160

33723963

3783

3618160

1150

647

160

9935

7335

5620

1800

3740

9935

2780

5620

3740

1800

7155

2600

3387 STAIRS

3387 STAIRS

80

80

NOTE:



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

310U

B32

310U

B32

310U

B32

310U

B32

300P

FC

P

ER

IM

ET

ER

B

EA

M

300P

FC

P

ER

IM

ET

ER

B

EA

M



LANDING 2

LANDING 1

17/09/12

15/10/12

15/10/12



17/09/12

15/10/12

21/09/12

15/10/12

BASEFRAME PLAN

SCALE 1:40

FOOTING/COLUMN SETOUT

SCALE 1:40

STAIRS

C

L

C

L

C

L

C

L

C

L

C

L

STAIRS

C

L

C

L

C

L

2100

U/S

OF B

ASEF

RAME

4020

60CO

LUMN

HEI

GHT

2100

U/S

OF LA

NDIN

G 2

4020

60CO

LUMN

HEI

GHT

30

2100

U/S

LAND

ING

2

4020

60CO

LUMN

HEI

GHT

2100

U/S

OF B

ASEF

RAME

4020

60CO

LUMN

HEI

GHT

2100

U/S

OF LA

NDIN

G 1

4020

60CO

LUMN

HEI

GHT

30

2100

U/S

OF LA

NDIN

G 1

4020

60CO

LUMN

HEI

GHT

2100

U/S

OF B

ASEF

RAME

4020

60CO

LUMN

HEI

GHT

300

50 200 50

400

100

200

100

Ø26(typ)

35

100

180

35 110

50

200

50

Ø26

WELDING:





PLATE 16mm THICK






CONTINUOUS U.N.O.



AS2177 & AS2207










REQUIRED




NOTE:





FFL = RL 20510







LEVEL.



NOTE:



OTHERWISE

190

99 91

200

50 50

110

5040

Ø20

GL

FOOTING/COLUMN SETOUT SECTION

SCALE 1:50

310U

B40

CO

LU

MN

310U

B40

CO

LU

MN

310U

B40

CO

LU

MN


FOOTING/COLUMN SETOUT ELEVATION

SCALE 1:50

LANDING 1

150U

B14

CO

LU

MN

150U

B14

CO

LU

MN

300PFC

GL

300PFC PERIMETER BEAM LANDING 1

LANDING 2

BEHIND


SCALE 1:50

310U

B40

CO

LU

MN

310U

B40

CO

LU

MN

150U

B14

CO

LU

MN

150U

B14

CO

LU

MN


SCALE 1:50

300PFC

LANDING 2

300PFC PERIMETER BEAM BEHIND

300PFC PERIMETER BEAM BEHIND

150U

B14

CO

LU

MN

150U

B14

CO

LU

MN

150U

B14

CO

LU

MN

150U

B14

CO

LU

MN

310U

B40

CO

LU

MN

310U

B40

CO

LU

MN

300PFC PERIMETER BEAM LANDING 2

LANDING 1

BEHIND


SCALE 1:50

18/09/12

25/10/12

25/10/12



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 POSITIONEDCENTRALLY ON 20mm PLATE

FOOTING TO ENG. SPEC.

FOOTING PLATE DETAL

SCALE 1:5



C

L

C

L

C

L

FOOTING PLATE DETAL

SCALE 1:5


10mm PLATE

C

L

C

L

2060

COL

UMN

HEIG

HT

2020

20 (1

50UB

14 C

UT LE

NGTH

)20

WELDING:





PLATE 16mm THICK






CONTINUOUS U.N.O.



AS2177 & AS2207










REQUIRED




NOTE:





FFL = RL 20510







LEVEL.



NOTE:



OTHERWISE

2060

COL

UMN

HEIG

HT

2020

20 (3

10UB

40 C

UT LE

NGTH

)20

330

5011

511

550

180

50 80 50

Ø26

484

5090

204

9050

180

45 90 45

Ø26

180

35 110 35

200

5010

050

Ø26

400

100

200

100

300

50 200 50

Ø26

COLUMN DETAIL

SCALE 1:8

QTY : 8 off AS DRAWN

COLUMN VIEW FROM INBOARD

15

0U

B1

4 C

OL

UM

N

BOTTOM PLATE DETAIL

SCALE 1:5


MATERIAL: 20mm MS PL.

BOTTOM PLATE DETAIL

SCALE 1:5




31

0U

B4

0 C

OL

UM

N

COLUMN DETAIL

SCALE 1:8


COLUMN VIEW FROM INBOARD

C

L

C

L

TOP PLATE DETAIL

SCALE 1:5



TOP PLATE DETAIL

SCALE 1:5



C

L

C

L


C

L

C

L



6x26Ø HOLES FOR M24 BOLTSGALVINIZED




C

L

C

L

TOP PLATE 20mm MS PL.REFER DETAIL TP1

TOP PLATE 20mm MS PL.REFER DETAIL TP3

BOTTOM PLATE20mm MS PL.REFER DETAIL BP1

BOTTOM PLATE20mm MS PL.REFER DETAIL BP2

22/10/12

25/10/12

25/10/12



25/10/12

22/10/12

25/10/12

57 193

1296 1665 149 1487

631

540

341

260 50

100

499

308 10

019

652

9

3224

93

2654 240 332

9749 INTERNAL DIMENSION

380 160 320100

220 160 320100

220 160 320100

220 160 320100

220 2693

93

9935 BASE FRAME

3740

BAS

E FR

AME

9335

54 IN

TERN

AL D

IMEN

SION

93

1516

250

1788

1496

220

1838

220

341

260

600 1328

272

- FLOOR PENETRATIONS

- GLAND PLATE REQUIRED

NOTE:



LEGEND

SYMBOL DESCRIPTION

FLOOR PENETRATION SETOUT - PLAN VIEW

SCALE 1:20

11/10/1212/10/1212/10/12


BUILDINGS

12/10/12

- FLOOR PENETRATIONS

- GLAND PLATE REQUIRED

NOTE:



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

24.10.1224.10.1224.10.12



24.10.12

650

100 150 150 150 10032

2

8615

086

Ø8 (typ.)

10 (typ.)

10 (typ.)

Ø8 (typ.)

1714

32 150 150 150 150 150 150 150 150 150 150 150 32

311

8015

080

1537

311

8015

080

93 150 150 150 150 150 150 150 150 150 93

Ø8 (typ.)

10 (typ.)

815

33 150 150 150 150 150 33

326

8815

088

10 (typ.)

Ø8 (typ.)

660

105

150

150

150

105

290

70 150 70

10 (t

yp.)

Ø8 (typ.)

1051

150

150

150

150

150

150

150

340

95 150 95

10 (t

yp.)

Ø8 (typ.)150 150 150 150 150

751

326

8815

088

10 (typ.)

Ø8 (typ.)

25 150 150 150 150 150 150 150 25

1100

326

8815

088

Ø8 (typ.)

10 (typ.)

GLAND PLATE DETAIL

SCALE 1:5

Material : 5mm Brass

1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

25.10.1225.10.1225.10.12



25.10.12

C

L

122 150 150 150 150 150 12288

150

88

326

995

10 (typ.)

Ø8 (typ.)

47 150 47

243

590

7015

015

015

070

10 (typ.)

Ø8 (typ.)

243

47 150 47

460

8015

015

080

10 (typ.)

Ø8 (typ.)

102

150

150

150

102

Ø8 (typ.)

47 150 47

243

654

10 (typ.)

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

GLAND PLATE DETAIL

SCALE 1:5


1 off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

25.10.1225.10.1225.10.12



25.10.12

9935

2673 2384 2408

3740

256

1789

160

1089

445

3740

1001

1789

951

2470

LEGEND

SYMBOL DESCRIPTION

89x89x6mm SHS

STEELWORK:






BASEFRAME:




350 STEEL






WELDING:





PLATE 16mm THICK






CONTINUOUS U.N.O.



AS2177 & AS2207










12/09/12

16/10/12

16/10/12


BUILDINGS

12/09/12

16/10/12

20/09/12

16/10/12

PORTAL FRAME 1 PORTAL FRAME 2 PORTAL FRAME 3

300P

FC

P

ER

IM

ET

ER

B

EA

M

300P

FC

P

ER

IM

ET

ER

B

EA

M



PORTAL FRAME SETOUT

SCALE 1:20

PORTAL FRAME 2 PORTAL FRAME 2

CL CL CL

CL

CL

CL

CL

CL

CL

1

LEGEND

SYMBOL DESCRIPTION

89x89x6mm SHS

3740

3745 (3° pitch)

445 1089 160 1789 256

3899

150

3660

89

3640

3586

3578

3489

150

3478

3713

3474

89

3713

150

3474

89

3478

150

3660

8938

99

3745 (3° pitch)

3740

1789 9511001

3526 3615

3713

150

3474

89

9935

2673 2384 2408 2470

9935

2470 2408 2384 2673

150

3660

89

3899

ELEVATION

SCALE 1:30

12/09/12

20/09/12

20/09/12


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

89 2539 89 2295 89 2319 89 2337 89

8912

389

1700

160 8

910

0089

312

89

8986

789

1700

8981

789

89 2539 89 2295 89 2319 89 2337 89

5331330 REMOVABLE PANEL474

536

980

721

466

1670 DOOR OPENING

303

100INFILLPANEL

1770 STRUCTURAL OPENING

1080STRUCTURAL OPENNING

100INFILLPANEL

LEGEND

SYMBOL DESCRIPTION

89x89x6mm SHS


PORTAL FRAME 3

WALL FRAME SETOUT - FLOOR PLAN

SCALE 1:20


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


BUILDINGS

05/10/12

15/10/12

15/10/12

600

600

600

600

600

600

206

89 31289

600 40089

71

89600 600 500

89

12389

600

600

600

600

600

600

89 600 26789

600 600 50089

600 217 89

600

600

600

600

600

589

35

3035

STR

UCTU

RAL O

PENI

NG

533

89 424 600 612 30389

600 600 600 600 49589

1330REMOVABLE PANEL

589

1770STRUCTURAL OPENING466

100

303

600 600 600 51989

417 600 600 202 518

1670

474

105

495

600

600

600

9950

162

4

120

480

600

600

600

84

600 600 130

2364

REM

OVAB

LE P

ANEL

89

600

600

600

600

160

600

210

100

440

2560

STR

UCTU

RAL O

PENN

ING

1250

89 600 600 601 536

721

1080STRUCTURAL

OPENING 536

980

89600 600 600 519

89600 600 600 495

89600 600 600 472 267 89

860 V

SDNO

GGIN

GS12

00

ELEVATION

SCALE 1:30

ELEVATION

SCALE 1:30

ELEVATION

SCALE 1:30

ELEVATION

SCALE 1:30

IN

FILL P

AN

EL 100m

m W

ID

E

IN

FILL P

AN

EL 100m

m W

ID

E

D

O

O

R

O

P

E

N

I

N

G

D

O

O

R

O

P

E

N

I

N

G

R

E

M

O

V

A

B

L

E

P

A

N

E

L

W2W1 W4 W5

W3

W6

W7 W8

W9

W10 W11 W12

W13 W14 W15 W16

05/10/12

15/10/12

15/10/12


BUILDINGS

05/10/12

15/10/12

15/10/12

3807

600

600

600

600

600

600

207

312

3792

3786

3736

1000

3731

71

3728

3724

1700

3639

3635

3628

123

3035

STR

UCTU

RAL O

PENI

NG58

9

2539

424 600 600 612 303

466 1770 STRUCTURAL OPENING 303

1670 100

3624

3624

600

600

600

600

600

624

2295 2319

2337

5331330

REMOVABLE PANEL474

600 600 130

15 15

417 600 600 202 518

105

1548

060

060

060

084

1511

25

2364

REM

OVAB

LE D

OOR

120

600 400 600 600 500

600 600 600 495 600 600 600 519

3628

3588

40

3671

867

600 267

3676

1700

600 600 500

3761

3765

3806

817

600 217

W2W1 W4W3 W5

D

O

O

R

O

P

E

N

I

N

G

W6

W7 W8 W9

R

E

M

O

V

A

B

L

E

P

A

N

E

L

W10 W11 W12

WALL FRAME DETAILS

SCALE 1:30

ALL STUDS @ 600 CTRS UNLESS NOTED OTHERWISE

MATERIAL - 89x42x1.15 G550 PGI O.N.U.

IN

FILL P

AN

EL 100m

m W

ID

E

08/10/12

15/10/12

15/10/12


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)

3810

600

600

600

600

600

600

210

2560

STR

UCTU

RAL O

PENI

NG12

50

721

1080STRUCTURAL

OPENING 536

600 600 600 537

2337

121

2319

600 600 600 519

1200

860 V

SDNO

GING

S17

50

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.

IN

FILL P

AN

EL 100m

m W

ID

E

D

O

O

R

O

P

E

N

I

N

G

W14 W15 W16

(1 off) (1 off) (1 off) (1 off)

08/10/12

15/10/12

15/10/12


BUILDINGS

08/10/12

15/10/12

15/10/12

600 600 600 600 139 600 600 600 495 600 600 600 519 600 600 600 53789

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


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


C3 = 3562 x 2319

QUANTITY: 1 OFF


C4 = 3562 x 2337

QUANTITY: 1 OFF


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

600

600

600

600

600

600

9935

CEILING BATTEN SETOUT

SCALE 1:20

12/09/12

22/10/12

22/10/12


BUILDINGS

04/10/12

22/10/12

22/10/12

C

L

C

L

C

L

C

L

C

L

C

L

C

L

NOTE 2:


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

600 600 600 600 139 600 600 600 495 600 600 600 519 600 600 600 53789

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


C2 = 3562 x 2295

QUANTITY: 1 OFF


C3 = 3562 x 2319

QUANTITY: 1 OFF


C4 = 3562 x 2337

QUANTITY: 1 OFF


NOTE 2:


LS457-0608-016-1

LS457-0608-054-1

LS457-0608-067-2

15/10/12

15/10/12

15/10/12



15/10/12

15/10/12

1261 1206

R152

4 (typ

.)

NOTE:

FOR BUILDING SPECIFICATION REFER TO LS457-0608-004-1

2599

1325

ROOF ANCHORS POINTS SETOUT - FLOOR PLANSCALE 1:20

ROOF FALL 3°

0.55 BMT C/BOND BARGE CAPPING COLUR "WILDERNESS GREEN"

0.55m

m C/

BOND

FLA

SHIN

G CO

LOUR

"WILD

ER

NE

SS

G

RE

EN

"

0.55m

m C/

BOND

FLA

SHIN

G CO

LOUR

"WILD

ER

NE

SS

G

RE

EN

"

GUTTER DP

C

L

C

L

C

L

SECTIONScale 1:10

ROOF FALL 3°

DETAILScale 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"

26.10.1226.10.1226.10.12



26.10.12

0.42 C/BOND SUPERDEK ROOF CLADDING COLOUR "WILDERNESS GREEN"

2780

1620

360

102

938

102

298

5011

511

512

4011

511

550

50 80 2520 80 50

40 50

Ø26

270 102 2036 270

4050

115

102 14

310

293

810

213

8102

58

9090

NOTE:



OTHERWISE

1017

80 (6

5x65

x3 S

HS)

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

40258

10 1780 (65x65x3 SHS) 10

1620 (300 PFC PERIMETER BEAM) 902780 (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

7511

550

50 40

147

94 Ø26(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:






BASEFRAME:




350 STEEL






WELDING:





PLATE 16mm THICK






CONTINUOUS U.N.O.



AS2177 & AS2207










REQUIRED




1620 (300 PFC PERIMETER BEAM)

50115115124011511550

757590 90

40 75 102 81 102 1000 102 138 102 58

172 1275 172

90 90

268

179

5039

37.5 37.5

75

Ø20(TYP.)

250 200

210

6128

41

40 120 40

Ø24

300P

FC

P

ER

IM

ET

ER

B

EA

M


LANDING 1 BEAM PERIMETER SETOUT

SCALE 1:20

10/10/12

19/10/12

19/10/12



28/09/12

19/10/12

16/10/12

19/10/12


300P

FC

P

ER

IM

ET

ER

B

EA

M

LANDING 1 BEAM JOISTS SETOUT

SCALE 1:20

65x65x3S

HS

C

L

C

L

C

L

C

L

C

L

ELEVATION

SCALE 1:10

C

L

C

L

C

L


C

L

C

L

C

L

C

L

C

L

C

L

ELEVATION

SCALE 1:10

20mm PLATE DETAIL

SCALE 1:2

C

L

C

L

C

L

65x65x3 SHS


C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

SECTION

SCALE 1:10

WEB STIFFENER

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

26Ø HOLES FORM24 BOLTS (typ)

20mm PLATE(typ)

26Ø HOLES FOR M24 BOLTS (typ)

32mm WEBFORGEMESH

18Ø HOLES FOR HANDRAILS18Ø HOLESFOR HANDRAILS

C

L

C

L

C

L

C

L

C

L

C

L

65x65x3 SHS

10mm PLATE FORSTAIR ATTACHMENT


32mm WEBFORGEMESH

18Ø HOLES FOR HANDRAILS

ELEVATION

SCALE 1:10

10mm PLATE DETAIL

SCALE 1:2

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

65x65x3S

HS

65x65x3S

HS

65x65x3S

HS

65x65x3S

HS

65x65x3S

HS

65x65x3S

HS

65x65x3S

HS

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

32mm WEBFORGE MESH

18Ø HOLES (typ.)

65x65x3 SHS

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L


C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

2x24Ø HOLES FULLYWELDED M20 NUTS IN

PLACE ON TOP OF20mm PL

20mm PL FULLYWELDED TO

BOTTOM FLANGEOF PFC

6

LANDING

SWITCHROOM

LANDING ATTACHMENT DETAIL

SCALE 1:5

1

1620

2600

50 80 2340 80 50

270 102 1856 102 270

Ø18 (typ)

5011

511

512

4011

511

550

5814

2311

5

360

102

938

102

298

4050

4050

102

102

9090

NOTE:



OTHERWISE

1800

1017

80 (6

5x65

x3 S

HS)

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

50 80 2340 80 50

117 400 400 383 383 400 400 117

90

240

7511

550

50 40

147

94 Ø26(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


STEELWORK:






BASEFRAME:




350 STEEL






WELDING:





PLATE 16mm THICK






CONTINUOUS U.N.O.



AS2177 & AS2207










REQUIRED





172

50115115124011511550

907590 75

40 75 102 1423 102 58

1275

90 90

172

179

5039

268

37.5 37.5

75

Ø20(TYP.)

250

Ø24

200

210

41

40 120 40

2861


LANDING 2 BEAM PERIMETER SETOUT

SCALE 1:20


300P

FC

P

ER

IM

ET

ER

B

EA

M

LANDING 2 BEAM JOISTS SETOUT

SCALE 1:20

ELEVATION

SCALE 1:10

C

L

C

L

C

L


C

L

C

L

C

L

C

L

C

L

C

L

ELEVATION

SCALE 1:10

20mm PLATE DETAIL

SCALE 1:2

C

L

C

L

C

L

65x65x3 SHS


C

L

C

L

C

L

C

L

C

L

C

L

SECTION

SCALE 1:10

18Ø HOLESFOR HANDRAILS

WEB STIFFENER

C

L

C

L

C

L


20mm PLATE(typ)

26Ø HOLES FOR M24 BOLTS (typ)

10/10/12

16/10/12

16/10/12



02/10/12

16/10/12

03/10/12

11/10/12

16/10/12

300P

FC

P

ER

IM

ET

ER

B

EA

M

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

32mmWEBFORGE MESH

C

L

C

L

C

L

65x65x3 SHS


32mm WEBFORGEMESH

C

L

C

L

C

L

C

L

10mm PLATE FORSTAIR ATTACHMENT

10mm PLATE DETAIL

SCALE 1:2

C

L

C

L

C

L

ELEVATION

SCALE 1:10

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

18Ø HOLES FOR HANDRAILS

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

32mm WEBFORGE MESH

18Ø HOLES (typ)

65x65x3 SHS

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L


C

L

C

L

C

L

6

C

L

C

L

C

L

2x24Ø HOLES FULLYWELDED M20 NUTS IN

PLACE ON TOP OF20mm PL

20mm PL FULLYWELDED TOBOTTOM FLANGEOF PFC

LANDING

SWITCHROOM

LANDING ATTACHMENT DETAIL

SCALE 1:5

1

2365

RIS

E

156

10 PL

3387 GOING

299 (230 PFC CUT LENGTH)

191

36°

54°

155B/C

10 P

L

3866 (230PFC CUT LENGTH)

36° 74

B/C

54° 74B/C

42 125

1517

125

1517

125330

85B/C

10 PL

7512

00 IN

SIDE

75

4040

5050

230

1275 37.537.5

191

156

75 85 110

5040

200

10190

51 48

99

100

180

RISE

250GOING

15

NOSIN

G LINE

105

125TYP.

7014

3

308TYP.308TYP.

20010 PL

3982 (OVERALL LENGTH 230PFC)

DIMENSION EXCLUDING 10mm PL. AT STRINGER FOOT BUT INCLUDING 10mm PL AT STRINGER HEAD

12/10/1212/10/1212/10/12


BUILDINGS

12/10/12

NOTES:

1. STAIR TREADS SHALL BE FABRICATED OF WEBFORGE T6/ A325MSGINDIVIDUAL TREAD DIMENSION: 275W x 1200LPRODUCT OF RISE x GOING: 180x250 = 45,000

2. STAIR TREADS TO HAVE NON-SLIP YELLOW ABRASIVE NOSING3. HANDRAILS TO BE REMOVABLE4. STEPS AND LANDING ASSEMBLIES TO BE BOLTED TO THE BUILDING BASE FOR REMOVAL DURING TRANSPORT5. MOUNTING HOLE FOR HANDRAILS:

3SETS OF HOLES,18mm DIA. @125 CTRS,M16 BOLTS GALV. GD 8.840mm IN FROM TOE ON TOP FLANGE OF 230 PFCFOR BEST MATCH DRILL WITH HANDRAIL

6. MOUNTING PLATE TO FACE INSIDE OF STAIR STRINGER7. WELDS

ALL FILLET WELDS 6mmALL SPLICE JOINTS TO BE FULL PENETRATIONALL 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 CUTPL PLATETYP. TYPICAL

MOUNTING HOLES FOR HANDRAILSNOTE 5

230 PFC STAIR STRINGER

MOUNTING HOLES FOR HANDRAILSNOTE 5

TOE OF 230 PFC STRINGERSPOINT TO OUTSIDE OF STAIRS

STRINGER "B"

STRINGER "A"

STAIR STRINGER "A" DETAIL

SCALE 1:20

2 OFF STRINGER "A" - AS DRAWN2 OFF STRINGER "B" - OPPOSITE HAND(2 SET OF STAIRS - 4 STRINGERS TOTAL)

STAIR DETAIL - PLAN VIEW

SCALE 1:20

LANDING(NOM.)

2 OFF - AS DRAWNPAINTING AS PER BASE FRAME

C

L

C

L


230x75x10mm PL.

2x20mm DIA. HOLESM16 BOLTS, GALV GD8.8

STRINGER MOUNTING DETAIL

SCALE 1:10


2x20mm DIA. HOLESM16 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. HOLESM16 CHEM-ANCHOR BOLT

10mm FOOTING PLATE

HOLE DETAILS

SCALE 1:20


STRINGER HEAD

STRINGER FOOT

230 PFC STRINGER

32113331333401321 2138 321

411

1040

349

166

109

2780 3387

1800

1200

321195832140113331333321

166

109

411

1040

349

1800

26003387

246269

1730

OVE

RALL

GRA

TING

WID

TH

246269

126

1467

137

2531 OVERALL GRATING LENGTH

2642

1730

OVE

RALL

GRA

TING

WID

TH

2642 69

69

126

1467

137

2711 OVERALL GRATING LENGTH

275

1200

25125125

153530

65

275

15/10/1215/10/1215/10/12



15/10/12

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

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 NOSINGFIXED TO FRONT EDGE

T6 YELLOW ABRASIVE NOSINGFIXED TO FRONT EDGE

T6 YELLOW ABRASIVE NOSINGFIXED TO THE FRONT EDGE

T6 YELLOW ABRASIVE NOSINGFIXED TO THE FRONT EDGE

GRATING

GRATING

MATERIAL: WEBFORGE GRATINGA325MPG (BANDED, GALVANISED)

QUANTITY: 1 OFF AS DRAWN

MATERIAL: WEBFORGE GRATINGA325MPG (BANDED, GALVANISED)


MATERIAL: WEBFORGE STAIR TREAD T6/A325MSG1200mm WIDE x 275mm TREADMILD STEEL/ GALVANIZED/ SERATEDBOLT HOLED ENDS/ YELLOW ABRASIVE NOSING


1017

452

457

300 1040 300

1640

108

1958300 300

1017

452

457

2558

251251

108

2738

300 2138 300

1017

452

457

108

251 251

157

61 97

1017

452

457

108

97106

1017

452

457

247

154 93

108

93154

300

1332

1333

315

925

468

457

36°1642

1642

R140

R140

R140

R140

HR 1 - HANDRAIL DETAIL

SCALE 1:10

HR2 - HANDRAIL DETAIL

SCALE 1:20

19/10/1219/10/1219/10/12



19/10/12

C

L

C

L

C

L

C

L

MATERIAL: WEBFORGE MONOWILLS GALVINISED STEEL COMPONENTS

Wash Abrasive blast clean class 2.5

1st Coat : Dulux Durepon P14 75µ DFT 2nd Coat : Durabild STE Glass Flake 250µ DFT 3rd Coat : Dulux Weathermax HBR 100µ DFT (colour Yellow)

QUANTITY: 2 Off as drawn

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L





C

L

C

L

C

L

C

L

C

L

C

L


SCALE 1:10





C

L

C

L

C

L


SCALE 1:10






SCALE 1:10





C

L

C

L


SCALE 1:10





C

L

C

L

100x6 FB. Kick Pl. 100x6 FB. Kick Pl.

100x6 FB.Kick Pl.

100x6 FB.Kick Pl.

100x6 FB. Kick Pl.

C

L

C

L

C

L

C

L

1535

670

1535

1535

670

1535

NOTE:



OTHERWISE


992

125

50

320 100

648 (50EA5)

65 350 233

620

Ø26

7412

074

90

170

45 45

4949

53090

AIRCON OUTRIGGER SET OUT - PLAN VIEW

SCALE 1:20

23.10.1223.10.1223.10.12



23.10.12

50EA5

SWITCHROOM

300 PFC

310U

B40

SECTION

SCALE 1:10

C

L

C

L

DETAIL

SCALE 1:5

4 off ANTI VIBRATION PADS

AC

R

XS

85L O

UT

DO

OR

U

NIT

2 off 170x90x10mm PL.W/ 2 off 26Ø HOLESFOR M24 BOLTS.

SECTION

SCALE 1:5

C

L

C

L

C

L

300 PFC

C

L

RX

S85L

RX

S85L

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 PLANSCALE 1:20

DB1-CB3

DB3

12/10/1216/10/1216/10/12



16/10/12

DB2

VSD

MCC-MCB

MISC EQUIPMENT

PLC

FIPDB2-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-CB3DB2-CB2

DB2-CB6

DB2-CB12-4

DB2-CB12-1

150

50 50 204 9040

NOTE:



OTHERWISE


PORTAL STUBS

45

150

90

79 150

29 90 30

150

90

40 50

10/09/1215/09/1215/09/12



15/09/12

89x89x6 SHSPORTAL COLUMN

20PL WEBSTIFFENER

100x100x3 SHS PERIMETERJOIST CROP TO FIT AROUNDEACH PORTAL COLUMN

300PFCPERIMETERBEAM

89x89x6 SHSPORTAL STUBCOLUMN

PORTAL STUB DETAIL

SCALE 1:5 (typ @ every corner)

ELEVATION

SCALE 1:5

100x100x3 SHS PERIMETER JOISTCROP TO FIT AROUND EACHPORTAL COLUMN

20mm PL. WEB STIFFENER



CL



2

70°

2

50°

6

LIFTING LUG

310UB32CROSS BEAM


100x100x3 SHSJOISTS

2

70°

8

2

50°

6

PORTAL STUB DETAIL

SCALE 1:5

ELEVATION

SCALE 1:5

LIFTING LUG



2

50°

8


2

70°

CL

2

50°

2

70°

100x100x3 SHSJOISTS



75x20FL.WEB STIFFENER

20mm

THK

20mm

THK


310UB32 CROSSBEAM

PORTAL STUB DETAIL

SCALE 1:5

ELEVATION

SCALE 1:5

CL

2

70°

6


20mm PL. WEB STIFFENER8


PORTAL STUB DETAIL

SCALE 1:5


2

50°

2

70°



ELEVATION

SCALE 1:5

2

70°

6



26Ø HOLESFOR M24 BOLTS

CL CL CL CL


CL

26Ø HOLE FORM24 BOLTS

6

8

CL

26Ø HOLES FORM24 BOLTS


6

20mm STIFFENERPLATE

20mm PLATE WELDEDTO 300PFC PERIMETERBEAM 26Ø HOLES FOR

M24 BOLTSCL

CL

29 90 30

299

5090 204 40 50

286

75 109

298100

60°

20 185

50 135

298

5019

850

Ø45

110

100

R16

5090

204

90

299

29 90 30

Ø26

(TYP

)

50 90 204 90 50

299

90 394

280

5021

8NOTE:



OTHERWISE


PORTAL STUBS

394

90

299

95

5020

490

50

45 45

Ø26

(TYP

)

125

50 25

75

38

Ø13

10/09/12

16/10/12

16/10/12



10/09/12

16/10/12

16/10/12

C

L

LIFTING LUG DETAIL

SCALE 1:5

Ø45 HOLE

L

U

G

S

P

O

I

N

T

T

O

W

A

R

D

B

U

I

L

D

I

N

G

C

E

N

T

R

E

CL

LIFTING LUG

CENTERED

@ WEB OF

CROSS

BEAM

FULL PENETRATIONWELDS TO ALLCONNECTING FACES

310UB32 CROSS BEAM


CL

ELEVATION

SCALE 1:5

20mm PL.LIFTING LUG

Ø45 HOLE

50x50 CHAMFERTO CORNERS

310UB32 CROSS BEAM


LIFTING LUG DETAIL

SCALE 1:5

SECTION

SCALE 1:5

100x50x2.5 RHS

SECTION

SCALE 1:5

310UB32 CROSS BEAM


75x6 EA NOTCH OUT TO SUIT

310UB32

300PFC

E1000 40mm UNISTRUT1000mm LONG

3


CL CL

20mm PL. WEBSTIFFENER CL CL CL CL

CL

8

20mm PL. WEB STIFFENER

CL CL

26Ø HOLES DETAIL

SCALE 1:5

CL

CL

CL

CL

CL

310UB32CROSS BEAM

300PFCPERIMETER BEAM

20mm PL WEB STIFFENERTO BOTH SIDES OF 310UB32

SECTION

SCALE 1:5

CL

20mm PL.WEB STIFFENER

20mm PLATE WELDEDTO 300PFC PERIMETERBEAM26Ø HOLES FOR

M24 BOLTSCL CL CL CL

20mm

THK

6

20PL WEB STIFFENER6

CL

CL

CL

CL

CL

20mm PLATE DETAIL

SCALE 1:5

100x100x3 SHSCL

10mm TH 360 SSEARTHING LUG

EARTH LUG DETAIL

SCALE 1:5

Orica_Binder

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