Contoh Beton

A2

A1

A3

A4

A5

A6

A7

A8

A10

A9

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

250 250

250250

50

50

B2-CC1

B2-CC2

B2-CC2

B2-CC1

B2-CC7

B2-CC7

B2-CC2

B2-CC3

B2-CC3

B2-CC2

B2-CC2B

2-CC1

B2-CC1

B2-CC2

B2-CC1

B2-CC2

B2-CC2

B2-CC2

B2-CC2

B2-CC2

B2-CC2

B2-CC3

B2-CC3

B2-CC3

B2-CC2

B2-CC3

B2-CC3

B2-CC2

B2-CC2

B2-CC2

B2-CC3

B2-CC1

B2-CC2

B2-CC2

B2-CC1

B2-CC1

B2-CC2

B2-CC1

B2-CC1

B2-CC2

B2-CC2 B2

-CC1

B2-CC2

B2-CC2

B2-CC1

B2-CC1

B2-CC2

B2-CC2

B2-CC2

B2-CC2

AB AC AD AE AF AG AH AJ AKAA

SR-ASR-ASR-A SR-B SR-BSR-BSR-B

SR-B

SR-B

SR-B

SR-B

SR-B

SR-B

SR-B SR-B SR-B SR-B

SR-B

B2-CC7

900 x 300900 x 300

B2-CC1

900 x 300

STRIP

DELAYED POUR

CONSTRUCTION JOINT

900 x 300

900 x 300

CONSTRUCTION JOINT

B2-CC1

B2-ST1

B2-ST1

B2-ST2

S333

11

11

NOTES: FOR GENERAL NOTES REFER TO DRAWINGS S-2002 & S-2003

DENOTES SLAB THICKNESS

CONCRETE STRENGTH TO BE f'c = 40 MPa

REFER TO ARCHITECT'S DRAWINGS FOR EXTENTS OF HOBS, SETDOWNS,

FALLS AND GRADES ETC

WHERE ARCHITECT'S DRAWINGS INDICATES FALLS IN SLABS STRUCTURAL

SIZES SHOWN ARE THE MINIMUM ALLOWABLE THICKNESS

ALL EXTERNAL SLABS TO BE MEMBRANED / WATERPROOFED REFER TO

ARCHITECT'S DETAILS UNO

DENOTES BEAM IN SLAB (DEPTH x WIDTH)

DENOTES LOADBEARING ELEMENT BELOW SLAB

DENOTES LOADBEARING ELEMENT ABOVE SLAB

DENOTES LOADBEARING ELEMENTS ABOVE AND BELOW SLAB

DENOTES COLUMN SHEAR RAIL TYPE

REFER DRG S-2501 FOR DETAILS

180

900 x 300

SR-A

BUILDING 2

BUILDING 4

BUILDING 5

BG&E Pty Limited

ISSUED FOR CONSTRUCTION

TITLE

DRAWN DESIGNED CHECKED APPROVED

SCALEGRIDDATUM

PROJECT No. DRAWING No. REV.

PROJECT

AT SIZEA0

REV DATE DESCIPTION RVD

CLIENT

REVISIONS

STATUS

Podium Level Central Park 152 - 158 St. Georges TerracePerth, Western Australia 6000T 61 8 6477 6000 Fx 61 8 6477 6100Email [email protected]

As indicated

4

CC MW/DB BVL BVL

P13378 S-2121

BUILDING 2 - LEVEL 2 GENERAL

ARRANGEMENT PLAN

SCALE: 1 : 100

BUILDING 2 - LEVEL 2 GENERAL ARRANGEMENT PLAN

KEYPLAN

BUILDING 2 - CONCRETE COLUMN SCHEDULEMARK SIZEB2-CC1 300

B2-CC2 350

B2-CC3 400

B2-CC4 450

B2-CC5 500

B2-CC6 550

B2-CC7 600

1 15-08-14 ISSUED FOR CONSTRUCTION BVL




4

A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


N16-200

U BARS

N12-200 U BARS

1750 LONG

N12-200 U BARS

1750 LONG

N12-200

U BARS

N12-200 U BARS

1750 LONG

N12-200 U BARS

N12-200 U BARS

1750 LONG

N12-200 U

BARS 1750 LONG

N12-200 U BARS

1750 LONG

N12-300 U

BARS 1200 LONG

N12-300 U

BARS 1200 LONG

2-N16 T & B

2-N20 T & B

N10-300

2-N16 T & B

2-N16

T & B

2200

TYP

2200

TYP

2200

TYP

2200

TYP

2200

TYP

2200

TYP

2200

2200

2200

2200

2300

2200

2300

2200

2200

2200

2200

2200

2200

2200

TYP

2200

TYP

2200

TYP

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200 2200

1000

TYP

2200

300

2200

800

800

2200

2300

2200

2200

2200

2200

2200

2200

2200

2200

500

2200

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (4)

D (3)

D (3)

D (4)

D (4)

D (3)

D (4)

D (3)

D (3)

D (4)

D (3)

D (3)

D (4)

D (3)

D (2)

B (2,3)

D (2,3)

D (4)

J (2)

B

(1)

J (3)

B (4)

B (1,4)

B (2,3)

B (2,3)

B (1,4)

D (4)

D (3)

B

(1)J

(4)

B (2)

B (3)

D (1,4)

B (2,3)

J (1)

B (4)

D (4)

D (3)

D (4)

D (3)

D (2,3)

D (1,4)

J (1)

D (4)

D (1,4)B (1,4)

D (1,4)

B (2,3)

B (1,4)B (2,3)

B (1,4)

B (2,3)

B (1,4) B (2,3)

B (2,3) B (1,4)

B(1) J(4)B(2) B(3)

D (4)

D (3)

D (3)

D (4)

D (4)

D (3)

D (4)

D (3)

D (4)

D (4) D (3)

B (1,4)

D (4)

D (3)

A10

AA

B2-EB08

B2-EB08

B2-EB02

B2-EB02

B2-EB05

B2-EB01

B2-EB01

B2-EB01

B2-EB05

B2-EB02

B2-EB05 B2-EB08

B2-EB01

B2-EB01

B2-EB01

B2-EB03

B2-EB08

B2-EB02

B2-EB02

B2-EB02

B2-EB04

B2-EB04

B2-EB04

B2-EB02 B2-EB02

B2-EB04N12-300 U BARSN12-300 U BARS

2 N16 (2,3)

EXTRA

2 N16 (2,3)

EXTRA

CONSTRUCTION JOINT

CONSTRUCTION

JOINT

B (1,4)

B (2,3)

D (2,3)

N12-200 U

BARS 1750 LONG

N12-300 U

BARS 1200

LONG

1750

1750

(1)

(2)

(3)

(4)

REINFORCEMENT LAYERING LEGEND

REINFORCEMENT TABLE

N12-350

N12-300

N12-250

N12-200

N12-150

A

B

CD

E

N16-350

N16-300

N16-250

N16-200

N16-150

F

G

HJ

K

N16-100

N20-350

N20-250

N20-200

N20-175

M

N

PR

S

N20-150T

N20-100

N24-250

N24-200

VW

X

N24-150Y

G (3)

LAYER

REINFORCEMENT & SPACING

NOTES: RE-ENTRANT BARS NOT SHOWN ON PLAN FOR CLARITY.

REFER TYP. DETAILS.

REBATES IN EDGEBEAMS FOR PRE-CAST PANEL

CONNECTIONS NOT SHOWN ON PLAN, REFER TO PRE-CAST

PANEL ELEVATIONS AND ARCH. CONCRETE OUTLINE PLAN

FOR DETAILS AND LOCATIONS.

REFER TO S-2145 FOR TYPICAL EDGE BEAM ELEVATIONS.

EDGE BEAM

N12-200 L BAR

3N12

1200

NOTE: TOP LAYER L BAR NOT

REQUIRED WHERE REINFORCEMENT

OVER COLUMN IS PRESENT

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

3

JP MW/DB BVL BVL

P13378 S-2122

BUILDING 2 - LEVEL 2 REINFORCEMENT

PLAN

SCALE: 1 : 100

BUILDING 2 - LEVEL 2 REINFORCEMENT PLAN

SCALE: 1 : 20

BUILDING 2 - TYPICAL EDGE REINFORCEMENT DETAIL




3

800

800

350

350

700

750350

350

1675

1825

350

350

1750

1750

350

1750

1750

350

350

1000

1100

1100

1100

1000

350

350

1350

1400

1350

350

350

1000

1425

775

1100

1000

350

350

1750

1800

1750

350

350

1750

1750

350

350

1675

1825

350

1000

350

1250

1300

350

850

1550

350

350

1550 1700 1700 1550

350

350

1550 1700 1700 1550

350

350

1300 1350 1350

350

350 1350 1400 1600

1400 1350

350

350

1550 1700 1700 1550

350

350

1550 1700 1700 1550

350

350

1550 1700 1700 1550

350

350

350

350

1550 1700 1700 1550

350

350

1550 1700 1700 1550

350

350

1750 1700 1850 850 700 1250 1850 1850

350

350

3501375

1650

1650

1650

1375 350

350

1750

1825

1825

1750 350

1300

350

1700 700

1800

350

350

185

185

125

55

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

170

170

125

125125

125

125 125

125 125

125

125

125

100

100

185

18555 100

100

185

55

185

185

100

100

100

185

5518555

185

55 55

185

55

18555

185

185

185

75 55185

55

18555

185

185

185

55

185

185

18555

185

75 55

185

18555

185

185

100

100

5518555

185

185

75 100

55185

185

100

55185

55

185

75 125

185

55 55

140

35

35

140

35

140

205

35

35

140

205

140

205

205

35

35

140

205

205

150

35

140

205

205

100

35

140

205

75

205

175

205

205

125

125

75

205

205

125

205

75

205

75

205

125

175

100 100

75 75

125 125

75 75

205 205

100

125

205

205 205

75 75

205 205

205 205

205 205

205 205

100

205

35

140

205

205

35

140

100

205

35

140

125

205

35

140

205

205

205

35

140

125

205

35

140

205

205

35

205

35

205

125

125

125

75

205

125

205

35

125

35

205

125

205

75

125

100

205

100150125 125 125

185

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


1000

NOTES:

1. ALL TENDONS TO CONSIST OF 5 x 12.7mm STRANDS U.N.O.

2. REFER DRAWING S-2503 FOR TYPICAL DETAILS AND ADDITIONAL

REINFORCEMENT.

3. BEAM TIES MAY BE LOCALLY RELOCATED WHEN CONFLICT EXISTS

WITH POST TENSIONING DUCT LOCATION.

4. ENSURE 100mm MINIMUM COVER (HORIZONTAL) TO PENETRATIONS

AND 30mm MINIMUM TO CAST-IN SLEEVES FROM EDGE OF POST

TENSIONING DUCT U.N.O.

5. REMOVAL OF PROPPING TO BE APPROVED BY ENGINEER.

6. TAGGING OF TENDONS:

TENDONS TAGGED TOGETHER

SHALL HAVE THE SAME

VERTICAL PROFILE U.N.O.

DENOTES TENDON LIVE END

LEGEND

DENOTES TENDON DEAD END

DENOTES TENDON COUPLER

DENOTES TENDON LIVE END IN PAN

DENOTES SLAB CONSTRUCTION JOINT

DENOTES DELAYED POUR STRIP

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


1 : 100

3

CC MW/DB BVL BVL

P13378 S-2123

BUILDING 2 - LEVEL 2 POST

TENSIONING LAYOUT PLAN

SCALE: 1 : 100

BUILDING 2 - LEVEL 2 POST TENSIONING LAYOUT PLAN1 15-08-14 ISSUED FOR CONSTRUCTION BVL



3

3

A2

A1

A3

A4

A5

A6

A7

A8

A10

A9

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

500 x 1200

650 x 1200

650 x 1200

650 x 1200

450 x 1200

900 x 300 900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

250

250

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC2

B2-CC2

B2-CC2

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC1

B2-CC2

B2-CC2

B2-CC2

B2-CC1

B2-CC1


900 x 300

230

900 x 300

B2-CC1

SR-ASR-ASR-A SR-BSR-B SR-BSR-B

SR-B

SR-B

SR-B

SR-B

SR-B SR-B SR-B SR-B

B2-CC1

B2-CC1

400 x 2400

900 x 300

900 x 300

900 x 300

900 x 300

900 x 300

250

CONSTRUCTION JOINT

CONSTRUCTION JOINT

STRIP

DELAYED POUR

900 x 300

B2-ST1

B2-ST1

B2-ST2

S333

11

11
















180

900 x 300

SR-A

BUILDING 2

BUILDING 4

BUILDING 5

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

4

CC MW/DB BVL BVL

P13378 S-2131


ARRANGEMENT PLAN

SCALE: 1 : 100


KEYPLAN

BUILDING 2 - CONCRETE COLUMN SCHEDULEMARK SIZEB2-CC1 300

B2-CC2 350

B2-CC3 400

B2-CC4 450

B2-CC5 500

B2-CC6 550

B2-CC7 600





4

A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


N12-200 U BARS

1750 LONG

N12-200

U BARS

N12-200 U BARS

1750 LONG

N12-200 U BARS

N12-200 U BARS

1750 LONG

N12-200 U

BARS 1750 LONG

N12-200 U BARS

1750 LONG

N12-300 U

BARS 1200 LONG

N12-300 U

BARS 1200 LONG

2-N16 T & B

2-N20 T & BN10-300

2-N16 T & B

2-N16

T & B

2200

TYP

2200

TYP

2200

TYP

2200

TYP

2200

TYP

2200

2200

2200

2300

2200

2300

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200 2200

1000

TYP300

2200

800

800

2200

2300

2200

2200

2200

2200

2200

2200

2200

500

2200

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (3)

D (3)

D (4)

D (3)

D (4)

D (3)

D (4)

D (4)

D (3)

D (4

)

D (3)

D (4)

D (3)

D (4)

D (3)

D (3)

D (4)

D (3)

D (3)

D (4)

B (2,3)

D (2,3)

D (4)

J (2)

B (1)

J (3)

B (4)

B (1,4)

B (2,3)

B (2,3)

B (1,4)

D (4)

D (3)

B

(1)J

(4)

B (2)

B (3)

D (1,4)

B (2,3)

J (1)

B (4)

D (4)

D (3)

D (4)

D (3)

D (2,3)

D (1,4)

J (1)

D (4)

D (1,4)B (1,4)

D (1,4)

B (2,3)

B (1,4)B (2,3)

B (1,4)

B (2,3)

B (1,4) B (2,3)

B (2,3) B (1,4)

B(1) J(4)B(2) B(3)

D (4)

D (3)

D (3)

D (4)

D (3)

D (4)

D (3)

D (3)

D (4)

D (4)

D (3)

B (1,4)

D (4)

D (3)

A10

AA

TYP.

2200

2200

B2-CB01

B2-CB01

B2-CB01

B2-CB02

2200 500

D (4)

2200

500

D (3)

500

B2-CB03

D (4)D (4)

D (3)

D (4)D (4)

D (3)

D (4) D (4)

22002200

500

2200

500 500

2200 2200

500500

2200

TYP.

2200

TYP.

22002200

TYP.

2200

B2-EB08

B2-EB08

B2-EB02

B2-EB02

B2-EB05

B2-EB01

B2-EB01

B2-EB01

B2-EB05

B2-EB02

B2-EB05 B2-EB08

B2-EB02

B2-EB01

B2-EB01

B2-EB04

B2-EB08

B2-EB02

B2-EB02

B2-EB02

B2-EB04

B2-EB04

B2-EB04

B2-EB02 B2-EB02

B2-EB04N12-300 U BARS N12-300 U BARS

2 N16 (2,3)

EXTRA

2 N16 (2,3)

EXTRA

N12-200 U

BARS 1750 LONG

N12-300 U

BARS 1200

LONG

CONSTRUCTION JOINT

CONSTRUCTION

JOINT

B (1,4)

B (2,3)

1750

1750

1750

(1)

(2)

(3)

(4)


REINFORCEMENT TABLE

N12-350

N12-300

N12-250

N12-200

N12-150

A

B

CD

E

N16-350

N16-300

N16-250

N16-200

N16-150

F

G

HJ

K

N16-100

N20-350

N20-250

N20-200

N20-175

M

N

PR

S

N20-150T

N20-100

N24-250

N24-200

VW

X

N24-150Y

G (3)

LAYER



REFER TYP. DETAILS.






A2A1 A3

B2 L03 B2-CC1

B2-CC2

B2-CC3

B2-CC2

BT1

N12-400 LIGS

IN SETS OF 2

4N16

7N20

SLAB (4)

SLAB (3) 4N16

7N20

4N16

7N20

PT DUCT

A2A1

B2 L03

B2-CC1

B2-CC2

B2-CC1

BT1

4N16

7N20

SLAB (4)

SLAB (3)4N16

7N20

PT DUCT

4N16

7N20BT1

B2 L03

AB AC

B2-CC1

B2-CC1

B2-CB02 B2-CB01BT2

4N16

SLAB (4)

SLAB (3)

7N20

SLAB (3)

PT TENDON4N16

7N20

4N16

7N20

A2A1 A3 A4

B2 L03

B2-CC2

B2-CC2

B2-CC1

B2-CC1

B2-CC1

B2-CC1

BT1

SLAB (4)

SLAB (3)

SLAB (4)

SLAB (3)PT TENDON

11N206N2011N206N2011N20

11N1611N16BT1 BT1 BT1

EDGE BEAM

N12-200 L BAR

3N12

1200

NOTE: TOP LAYER L BAR NOT

REQUIRED WHERE REINFORCEMENT

OVER COLUMN IS PRESENT

BEAM TIE SCHEDULEMARK SIZE & SPACING DESCRIPTION

BT1 N12-400EQ EQ EQ

BT1 N12-350EQ EQ EQ

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

3

JP MW/DB BVL BVL

P13378 S-2132


PLAN

SCALE: 1 : 100

BUILDING 2 - LEVEL 3 REINFORCEMENT PLAN

SCALE: 1 : 50

BEAM ELEVATION B2-CB01

SCALE: 1 : 50


SCALE: 1 : 50


SCALE: 1 : 50

BEAM ELEVATION B2-CB04SCALE: 1 : 20

BUILDING 2 - TYPICAL EDGE REINFORCEMENT DETAIL




3

1800

700

350

750

350

350

1675

1825

350

350

1750

1750

350

1750

1750

350

350 1000

1100

1100

1100

1000

350

350

1350

1400

1350

350

350

1000

1425

775

1100

1000

350

350

1750

1800

1750

350

350

1750

1750

350

350

1500

1925

500

350

1250

1300

350

850

1550

350

350

1450 1700 1700 1650

350

350

1550 1700 1700 1550

350

350

1300 1350 1350

350

350

1350 1400 1600

1400 1400

350

350

1600 1650 1650 1600

350

350

1450 1800 1650 1600

350

350

1600 1650 1650 1600

350

350

450

350

2050 1625 1625 1550

350

350

1550 1700 1700 1550

350

350

1750 1800 1750

350

1550 1250 1850 1850

350

350

800 350

1375

1650

1650

1650

1375 350

350

1750

1825

1825

1750

350

800

1300

350

1500

350

450

350

350

350

350

185

185

125

55

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125

125125

125

125

125

125

125125

125

125 125

125 125

125

125

125

100

100

185

18555 100

100

185

55

185

185

100

100

100

185

55185

55

185

55 55

185

55

18555

185

185

185

75 5518555

18555

185

185

185

55

185

185

18555

185

75 55

18555

185185

100

100

5518555

185

75

100

55

185

100

55185

55

185

75 125

185

55 55

140

35

35

140

35

140

205

35

35

140

205

140

205

205

35

35

205

150

35

140

205

205

10075

205

205

205

125

75

205

205

125

205

75

205

75

205

125

175

100 100

75 75

125 125

75 75

205 205

100

125

205

205 205

75 75

205 205

205 205

205 205

205 205

100

205

35

140

205

35

140

100

205

35

140

125

205

35

140

205

205

205

35

140

125

205

35

140

205

205

35

205

35

35

205

205

35

465

50

125

185

185

100

100

5518555

355

185

200

185

100

55

185

185

185

185

185185

185185

185185

465

50

355

200200

50

465

355

415

280

465

175 205 205

205 205

125125 125

125

125

50 250170

200

125115

50

315

315

185

200

115

125

205

50

75

205

125

205

35

125

125

125

205

35

125

205

100

385

385

385

125 125 125CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

150 100

170

185

170

205

205

205

A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


A2

A1

A3

A4

A5

A6

A7

A8

A10

A9


1000

NOTES:

1. ALL TENDONS TO CONSIST OF 5 x 12.7mm STRANDS U.N.O.

2. REFER DRAWING S-2503 FOR TYPICAL DETAILS AND ADDITIONAL

REINFORCEMENT.

3. BEAM TIES MAY BE LOCALLY RELOCATED WHEN CONFLICT EXISTS

WITH POST TENSIONING DUCT LOCATION.

4. ENSURE 100mm MINIMUM COVER (HORIZONTAL) TO PENETRATIONS

AND 30mm MINIMUM TO CAST-IN SLEEVES FROM EDGE OF POST

TENSIONING DUCT U.N.O.

5. REMOVAL OF PROPPING TO BE APPROVED BY ENGINEER.

6. TAGGING OF TENDONS:

TENDONS TAGGED TOGETHER

SHALL HAVE THE SAME

VERTICAL PROFILE U.N.O.

DENOTES TENDON LIVE END

LEGEND

DENOTES TENDON DEAD END

DENOTES TENDON COUPLER

DENOTES TENDON LIVE END IN PAN

DENOTES SLAB CONSTRUCTION JOINT

DENOTES DELAYED POUR STRIP

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


1 : 100

3

JP MW/DB BVL BVL

P13378 S-2133

BUILDING 2 - LEVEL 3 POST

TENSIONING PLAN

SCALE: 1 : 100

BUILDING 2 - LEVEL 3 POST TENSIONING LAYOUT PLAN1 15-08-14 ISSUED FOR CONSTRUCTION BVL



3

3

AFAA AKAJAHAGAEADACABA8 A10A9A7A6A5A4A3A1 A2

AF AAAK AJ AH AG AE AD AC ABA8A10 A9 A7 A6 A5 A4 A3 A1A2

NORTH ELEVATIONSCALE 1:200

WEST ELEVATIONSCALE 1:200

SOUTH ELEVATIONSCALE 1:200

EAST ELEVATIONSCALE 1:200

FACADE FRAMES

TYPE A

FACADE FRAMES TYPE B



FACADE FRAMES TYPE B FACADE FRAMES TYPE B

FACADE

FRAMES

TYPE B FACADE

FRAMES

TYPE B

L01

L02

L03

L04

155 BT 20.2

155 BT 20.2

155 BT 20.2

S308

S308

S308

S308

SHS OUTRIGGERS AND BT

VERTICAL MEMBERS LOCATED

AT EACH END OF CLADDING

PANEL AND TO SUIT PANELS

(1200 MAX. CENTRES)

BETWEEN. TYPICAL

2--

B

S-2171

SECTIONSCALE 1:

21:10

CD CLADDING PANEL

EA17 EACH SIDE

155BT20.2

M16 8.8/S BOLTS

AT 600 CTS

S30810 PLATE 4M16

8.8/S BOLTS

L01

L02

L03

L04

S333

S333

S333

S333

WELDED FRAME

1111

1111

1111

PROVIDE 12 THICK BASEPLATE TO

S333 FRAMES. FIX TO CONCRETE

WITH 4M16 HILTI HIT-RE500

ANCHORS. 110 EMBEDMENT,

80 MIN EDGE DISTANCE.

(TYP)

A

S-2171

(x 250)

250

(x 350)

350

S1

CONCRETE UPSTAND4 No 19 DIA x 150 LONG

SHEAR STUDS PLUG WELD

TO 16 PLATE EXTERNAL

FACE 6CFW INTERNAL FACE

150

350 x 350 x 16 THICK

CAST IN PLATE

TYPICAL CAST-IN TYPE 11

6mm CFW (SITE WELD)

TO CAST-IN PLATE

(TYP)

SCALE 1:10

50

200

S308 OUTRIGGER

6 CFW (SITE WELD) ALL

AROUND OUTRIGGER TO

CAST-IN PLATE

125x125x12 CAST-IN

PLATE WITH 2N12

LUGS AT 150 CENTRES

N12 x 600 LONG

LACER BAR TO

EACH LUG COG

REFER SECTION 2 FOR

CONNECTION DETAILS

155 BT 20.2

EA17

TYPICAL S308 OUTRIGGER DETAIL - CAST IN OPTION

S308 OUTRIGGER

10 PLATE 4M16 HIT-V 8.8/S,

HILTI RE-500 CHEMICAL

ANCHORS (110 EMBEDMENT

MIN, 80 EDGE DISTANCE MIN.)

REFER SECTION 2 FOR

CONNECTION DETAILS

155 BT 20.2

EA17

TYPICAL S308 OUTRIGGER DETAIL - POST-FIX OPTION

PRECAST

PANEL/SLAB EDGE

PRECAST PANEL/SLAB EDGE

MIN.

COVER

.

10 DEG WHERE CAST-

INTO PRE-CAST PANEL

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

CC MW/DB BVL BVL

P13378 S-2171

BUILDING 2 - FACADE ELEVATIONS

AND DETAILS

SCALE: 1 : 50

BUILDING 2 - FACADE FRAME TYPE B - SECTION VIEW

STEEL FRAMING SCHEDULEMARK SIZE COMMENT

C309 139.7 x 3.5 CHS(C350)

PC01 75 PFC

PC02 100 PFC

PC03 125 PFC

PC04 150 PFC

PC05 180 PFC

PC09 300 PFC

PC10 380 PFC

R327 200 x 100 x 6.0 RHS

S304 50 x 4.0 SHS

S320 100 x 5.0 SHS

S328 150 x 6.0 SHS

S330 200 x 5.0 SHS

S333 250 x 6.0 SHS

UA07 100 x 75 x 6 UA

UA08 100 x 75 x 8 UA

UB04 180 UB 18

UB06 200 UB 18

UB07 200 UB 22

UB08 200 UB 25

UB09 200 UB 30

UB10 250 UB 26

UB14 310 UB 40

UC05 200 UC 46

UC07 200 UC 60

UC08 250 UC 73

A 09-04-14 SCHEMATIC DESIGN ISSUE BVL



SCALE: 1 : 50

BUILDING 2 - FACADE FRAME TYPE A - SECTION VIEW

DETAILSCALE: 1 : 10 S-2171

A


B

2

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

225225

250 THICK RAMP UP

TO LEVEL 2

RAMP UP

250 THICK

SW1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

RAMP UP

FROM GROUND

B4-CC1

E1

S-2265

E2

S-2265

E3

S-2265

E4

S-2265

RERER TO DRG. S-2265

FOR CLADDING SUPPORT

STEELWORK AND CRASH

BARRIER. TYPICAL ALL

AROUND

UB06

UB06

UB06

UB06

PC05

PC05

PC05

PC05

PC05

PC05

PC05

PC05

B4-CC1

1S-2241

2S-2241

4S-2241

3S-2241

5S-2241

6S-2241

B4-CC1

1

S-2265

11S-2251

12S-2251

13S-2251

14S-2251

PC10

UB09

UB09

UB09

UB09

PC10

PC04

PC04

PC04

PC04

PC10

7S-2241

ALL CANOPY

CONNECTIONS

TO BE FULLY

WELDED U.N.O.
















180

900 x 300

SR-A

BUILDING 2

BUILDING 4

BUILDING 5

BUILDING 4 - SHEAR WALL SCHEDULEMARK DESCRIPTION REINFORCEMENT

SW1 200 INSITU CONCRETE N16-300 EF VERTICAL

N16-300 EF HORIZONTAL

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

CC MW/DB BVL BVL

P13378 S-2211


ARRANGEMENT PLAN

SCALE: 1 : 100

BUILDING 4 - LEVEL 1 GENERAL ARRANGEMENT PLAN BUILDING 4 - CONCRETE COLUMN SCHEDULEMARK SIZEB4-CC1 300 x 450

SCALE: 1 : 1000

KEYPLAN

STEEL MEMBER SCHEDULEMARK SIZE REMARKS

Z15019

C309 139.7 x 3.5 CHS(C350)

MC01 152.4 x 4.8 CHS(C350)

PC01 75 PFC

PC02 100 PFC

PC03 125 PFC

PC04 150 PFC

PC05 180 PFC

PC09 300 PFC

PC10 380 PFC

R326 200 x 100 x 5.0 RHS

R327 200 x 100 x 6.0 RHS

S304 50 x 4.0 SHS

S313 75 x 5.0 SHS

S320 100 x 5.0 SHS

S323 125 x 4.0 SHS

S324 125 x 5.0 SHS

S328 150 x 6.0 SHS

S330 200 x 5.0 SHS

S333 250 x 6.0 SHS

UA07 100 x 75 x 6 UA

UA08 100 x 75 x 8 UA

UB04 180 UB 18

UB06 200 UB 18

UB07 200 UB 22

UB08 200 UB 25

UB09 200 UB 30

UB10 250 UB 26

UB14 310 UB 40

UC05 200 UC 46

UC07 200 UC 60

UC08 250 UC 73

1 13-08-14 BUILDING 4 - ISSUED FOR CONSTRUCTION BVL


PURLINS TO BE Z15019

AT 600 CTS (TYP)

MITRE CUT AND FSBW

AT CORNERS (TYP)

2

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBDBA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

N12-200 U BARS

N12-200 U BARS

1750 LONGN12-200 U BARS

1200 LONG

N12-200 U BARS

1750 LONG

N16-200 U BARS

1750 LONG

N12-200 U BARS

N12-150 U BAR

2500 LONG (1,4)

N12-200 U BAR

1500 LONG (2,3)

N12-200 U BAR

1500 LONG (1,4)

N16-200 U BARS

1750 LONG

N12-200 U BARS

1750 LONG,

N12-300 (1,4)

DISTRIBUTION

N16-200 U

BARS 1750 LONG

N16-200 U

BARS 1750 LONG

N12-200 U BARS

N12-300 (1,4)

DISTRIBUTION

600

2400

U.N.O.

2400

U.N.O.

2400

U.N.O.

2400

U.N.O.

TENSION

LAP

TENSION

LAP

250

0

1500

900

1500

1500

1500

2100

1750

2100 900 1500

500

1200

C (4) C (4)

C (4) C (4)

C (4) C (4)

C (4)

C (3)

C (4)

C (3)

C (4)C (3)

C (4)

C (3)

C (4) C (4)

C (4) C (4)

D (3)

C (4) C (4)

D (3)

C (4)

C (3)

C (4)

C (3)

D (4)

D (3)

J (3)

D (3)

J (3)

J (1)

D (2)

D (4)

D (2)

J (2)

J (3)

D (1)

D (4)

D (3)

D (2)

D (2)

J (3)

D (1)

G (1)

D (4)

D (3)

D (2)

D (2)

D (3)

D (1)

D (4)

D (2)

D (3)

D (2)

D (3)

D (4)

D (1)

D (1)D (1)

D (4)D (4)

D (2)

J (3)

J (2)

J (3)

D (3)

J (4)

J (1)

D (2)

D (3)

J (4)

J (1)

D (2)

D (4)

D (1)

D (2)

J (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

1500900

REFER TO RAMP

REINFORCEMENT PLAN

719

(1)

(2)

(3)

(4)


REINFORCEMENT TABLE

N12-350

N12-300

N12-250

N12-200

N12-150

A

B

CD

E

N16-350

N16-300

N16-250

N16-200

N16-150

F

G

HJ

K

N16-100

N20-350

N20-250

N20-200

N20-175

M

N

PR

S

N20-150T

N20-100

N24-250

N24-200

VW

X

N24-150Y

G (3)

LAYER



REFER TYP. DETAILS.






N12-200 U BARS

DISTRIBUTION BAR N12-200

TOP AND BOTTOM

TYPICAL EDGE REINFORCEMENT DETAILS U.N.O.

1200

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBDBA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

250

900

1300

1300

1000

1200

600 1288 1288 1000 350750 750 1667 1667 1667

600

500 1400 1667 1667 1667 1058 600

155

50

115145

145

100

30

100

100

100

175

175

175

175

175

115

75 155

50

115

75

50

145

145

115

115

50

115

145

30

50155

115115

75

115

145

100

100

100

100

100

175

175

175

175

175

30

115

115

115

100

100

100

100

100

175

175

175

175

175

30

30

75

100

100

100

175

175

175

175

30

155

115

145

30

175

155

50155

75 75

115115

115115

50 75155

1151155

0 75155

115

115

100

100

100

100

100

175

175

175

175

175

30

30

145

145

100

175

30

100

175

175

75

100

175

175

30

115

145

5075

115 155

145

30

175 175

600

350

400

175

1058

100

100

100

100

100

175

175

175

175

30

300

1600

1700

1600

300

300

1850

1850

1850

1850

300

300

1800

1800

1800

450

1150

1300

1300

1300

1300

900

300

300

1850

1850

1850

1850

300

300

1850

1850

1850

1850

300

300

1850

1850

1850

1850

300

400

1408

400

11001100190013251325

400400

1100

300

1800

1800

1800

300

300

1600

1700

1600

300

300

1850

1850

1850

1850

300

300

1850

1850

1850

1850

300

300

1850

1850

1850

1850

300

300

1850

1850

1850

1850

300

400

400 400

800

1000

1000

1100

1000

(TYP)

B8

BC BEBD

GROUND

LEVELLEVEL 1

J (3)

900 1900

G (3)

15001500

G (2)

J (4)

J (1)

1500

G (3)

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

JP MW/DB BVL BVL

P13378 S-2212


AND PT LAYOUT PLANS

SCALE: 1 : 100

BUILDING 4 - LEVEL 1 REINFORCEMENT PLANSCALE: 1 : 100

BUILDING 4 - LEVEL 1 PT LAYOUT PLAN

SCALE: 1 : 100

RAMP REINFORCEMENT PLAN G-L1



2

2

2

2

2

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

250 THICK RAMP

UP TO LEVEL 3

RAMP - 250 THICK

SW1

225225

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

B4-CC1

E1

S-2265

E2

S-2265

E3

S-2265

E4

S-2265

RERER TO DRG. S-2265

FOR CLADDING SUPPORT

STEELWORK AND CRASH

BARRIER. TYPICAL ALL

AROUND

PC0

5PC0

5PC0

5PC0

5PC0

5PC0

5PC0

5PC0

5

B4-CC1

UB06

UB06

UB06

UB06

1S-2241

5S-2241

6S-2241

B4-CC1

RAMP UP

FROM LEVEL 1

BUILDING 2

BUILDING 4

BUILDING 5
















180

900 x 300

SR-A

BUILDING 4 - SHEAR WALL SCHEDULEMARK DESCRIPTION REINFORCEMENT

SW1 200 INSITU CONCRETE N16-300 EF VERTICAL

N16-300 EF HORIZONTAL

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

CC MW/DB BVL BVL

P13378 S-2221


ARRANGEMENT PLAN

SCALE: 1 : 100


KEYPLAN

BUILDING 4 - CONCRETE COLUMN SCHEDULEMARK SIZEB4-CC1 300 x 450

STEEL MEMBER SCHEDULEMARK SIZE REMARKS

C309 139.7 x 3.5 CHS(C350)

MC01 152.4 x 4.8 CHS(C350)

PC01 75 PFC

PC02 100 PFC

PC03 125 PFC

PC05 180 PFC

PC09 300 PFC

PC10 380 PFC

R326 200 x 100 x 5.0 RHS

R327 200 x 100 x 6.0 RHS

S304 50 x 4.0 SHS

S313 75 x 5.0 SHS

S320 100 x 5.0 SHS

S323 125 x 4.0 SHS

S324 125 x 5.0 SHS

S328 150 x 6.0 SHS

S330 200 x 5.0 SHS

S333 250 x 6.0 SHS

UA07 100 x 75 x 6 UA

UA08 100 x 75 x 8 UA

UB04 180 UB 18

UB06 200 UB 18

UB07 200 UB 22

UB08 200 UB 25

UB10 250 UB 26

UB14 310 UB 40

UC05 200 UC 46

UC07 200 UC 60

UC08 250 UC 73



2

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBDBA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

N12-200 U BARS

N12-200 U BARS


1200 LONG

N12-200 U BARS

1750 LONG

N16-200 U BARS

1750 LONG

N12-150 U BAR

2500 LONG (1,4)

N12-200 U BAR

1500 LONG (2,3)

N12-200 U BAR

1500 LONG (1,4)

N12-200 U BARS

1750 LONG,

N12-300 (1,4)

DISTRIBUTION

N16-200 U

BARS 1750 LONG

N12-300 (1,4)

DISTRIBUTION

600

2400

U.N.O.

2400

U.N.O.

2400

U.N.O.

2400

U.N.O.

TENSION

LAP

TENSION

LAP

250

0

1500

900

1500

1500

2100

1750

2100 900 1500

500

1200

C (4) C (4)

C (4) C (4)

C (4) C (4)

C (4)

C (3)

C (4)

C (3)

C (4)C (3)

C (4)

C (3)

C (4) C (4)

C (4) C (4)

D (3)

C (4) C (4)

D (3)

C (4)

C (3)

C (4)

C (3)

D (4)

D (3)

J (3)

D (3)

J (3)

J (1)

D (2)

D (4)

D (2)

J (2)

J (3)

D (1)

G (1)

D (4)

D (3)

D (2)

D (2)

D (3)

D (1)

D (4)

D (2)

D (3)

D (2)

D (3)

D (4)

D (1)

D (1)D (1)

D (4)D (4)

D (2)

J (3)

J (2)

J (3)

D (3)

J (4)

J (1)

D (2)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

N12-200 U BARS

N16-200 U BARS

1750 LONG

N16-200 U

BARS 1750 LONG

N12-200 U BARS

1500

D (4)

D (3)

D (2)

D (2)

J (3)

D (1)

D (3)

J (4)

J (1)

D (2)

D (4)

D (1)

D (2)

J (3)

1500900

REFER TO RAMP

REINFORCEMENT PLAN

D (4)

D (1)

D (3)D (2)

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBDBA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

900

1300

1300

1000

1200

600 1288 1288 1000 350750 750 1667 1667 1667 1150

600

500 1400 1667 1667 1667 1058 600

155

50

115145

145

100

30

100

100

100

175

175

175

175

175

115

75 155

50

115

75

50

145

145

115

50115

145

30

50155

115115

75

115

145

100

100

100

100

100

175

175

175

175

175

30

115

115

115

100

100

100

100

100

175

175

175

175

175

30

30

75

100

100

100

175

175

175

175

30

155

115

145

30

175

155

50155

75 75 115115

115115

50 75155

115 115

50 75155

115

115

100

100

100

100

100

175

175

175

175

175

30

30

145

145

100

175

30

100

175

175

75

100

175

175

30

115

145

5075 155

145

30

175 175

600

350

400

175

1058

100

100

100

100

100

175

175

175

175

30

250

300

1800

1800

1800

1000

1100

115 300

1800

1800

1800

300

300

300

1600

1700

1600

300

300

1600

1700

1600

300

300

300

300

300

300

300

300

300

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

300

300

300

300

300

300 1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

1850

300 1850

1850

1850

1850

450

900

1300

1300

1300

1300

1150

300

1100 1408

400400400 400

11001900

400 400

1100 1500

400 400

1000

800

750

1000

(TYP)

B8

BC BEBD

2100

J (3)

D (3)

J (3)2100

D (4)

J (1)

D (2)

LAP

TENSION

LAP

TENSION

(1)

(2)

(3)

(4)


REINFORCEMENT TABLE

N12-350

N12-300

N12-250

N12-200

N12-150

A

B

CD

E

N16-350

N16-300

N16-250

N16-200

N16-150

F

G

HJ

K

N16-100

N20-350

N20-250

N20-200

N20-175

M

N

PR

S

N20-150T

N20-100

N24-250

N24-200

VW

X

N24-150Y

G (3)

LAYER



REFER TYP. DETAILS.






N12-200 U BARS


TOP AND BOTTOM


1200

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

JP MW/DB BVL BVL

P13378 S-2222


AND PT LAYOUT PLANS

SCALE: 1 : 100


BUILDING 4 - LEVEL 2 PT LAYOUT PLAN

SCALE: 1 : 100

RAMP REINFORCEMENT PLAN L1 - L2



2

22

2

2

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBDBA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

N12-200 U BARS

N12-200 U BARS


1200 LONG

N12-200 U BARS

1750 LONG

N16-200 U BARS

1750 LONG

N12-200 U BARS

N12-150 U BAR

2500 LONG (1,4)

N12-200 U BAR

1500 LONG (2,3)

N12-200 U BAR

1500 LONG (1,4)

N16-200 U BARS

1750 LONG

N12-200 U BARS

1750 LONG,

N12-300 (1,4)

DISTRIBUTION

N16-200 U

BARS 1750 LONG

N16-200 U

BARS 1750 LONG

N12-200 U BARS

N12-300 (1,4)

DISTRIBUTION

600

2400

U.N.O.

2400

U.N.O.

2400

U.N.O.

2400

U.N.O.

TENSION

LAP

TENSION

LAP

250

0

1500

900

1500

1500

1500

2100

1750

2100 900 1500

500

1200

C (4) C (4)

C (4) C (4)

C (4) C (4)

C (4)

C (3)

C (4)

C (3)

C (4)C (3)

C (4)

C (3)

C (4) C (4)

C (4) C (4)

D (3)

C (4) C (4)

D (3)

C (4)

C (3)

C (4)

C (3)

D (4)

D (3)

J (3)

D (3)

J (3)

J (1)

D (2)

D (4)

D (2)

J (2)

J (3)

D (1)

D (4)

D (3)

D (2)

N12-200 U BARS

1750 LONG

D (1)

G (1)

D (4)

D (3)

D (2)

D (2)

D (3)

D (1)

D (4)

D (2)

D (3)

D (2)

D (3)

D (4)

D (1)

D (1)D (1)

D (4)D (4)

D (2)

J (3)

J (2)

J (3)

D (3)

J (4)

J (1)

D (2)

D (3)

J (4)

J (1)

D (2)

D (4)

D (1)

D (2)

J (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

C (3)

900

1750

REFER RAMP

REINFORCEMENT PLAN

D (4)

D (1)

D (3)D (2)

BA

B2

B3

B4

B5

B6

B7

B8

B1

BB BC BE BF BGBD

600 1288 1288 1000 350750 1150 1200 1200 1200 1200 1050 500

400 400

500 1050 1250 1250 1250 1250 1100 500

1150

1150

1150

115

50

115145

145

30

75

75

75

160

100

75 115

50 75

50

145

145

115

50

115

145

30

50

115115

75

100

145

100

75

75

75

135

160

30

100

115

100

100

75

75

75

160

135

135

135

160

30

30

30

75

75

75

160

135

135

135

30

140

115

120

30

160

115

5011575 75

100115

100100

50 75

115

115 115

50 75140

115

100

100

75

100

75

160

135

135

135

135

30

30

160

30

115

120

50

75

115

120

100

140

110

75 50

140

75

160

145

120

30

75

100

75

160

135

135

135

30

160

140

110

7550

140

75

30

135

100

75

100

75

160

135

135

160

30

300

1000

300

1000

1250

1350

1350

1250

1000

300

300

1100

300

1250

1250

1000

300

1000

1250

1450

1450

1250

1000

300

300

1000

1250

1450

1450

1250

300

1000

115

300

1000

1250

1450

1450

1250

1000

300

300

1000

1000

1100

1200

1100

1000

1000

300

300750

1300

1300

1300

1300

1300

450

400

1100 1200

400

1200

350400

140014001400

350 400

1400

140

135135

1000

1000

1450

1450

300

100 300

1400

600

1150

300

1450

1250

1000

1000

1250

1450

300

300

135135

135

1000

1250

1450

1450

1250

1000

300

300

1250

1000

1000

1250

1450

1450

300

160 160

300

1100

1200

1100

1000

1000

1000

1000

300

250

750

1300

1300

1000

750

115

1000

(TYP)

(1)

(2)

(3)

(4)


REINFORCEMENT TABLE

N12-350

N12-300

N12-250

N12-200

N12-150

A

B

CD

E

N16-350

N16-300

N16-250

N16-200

N16-150

F

G

HJ

K

N16-100

N20-350

N20-250

N20-200

N20-175

M

N

PR

S

N20-150T

N20-100

N24-250

N24-200

VW

X

N24-150Y

G (3)

LAYER



REFER TYP. DETAILS.






N12-200 U BARS


TOP AND BOTTOM


1200

B8

BC BEBD

2100

J (3)

D (3)

J (3)2100

D (4)

J (1)

D (2)

LAP

TENSION

LAP

TENSION LEVEL 2LEVEL 3

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

JP MW/DB BVL BVL

P13378 S-2232


AND PT LAYOUT PLANS

SCALE: 1 : 100


BUILDING 4 - LEVEL 3 POST TENSIONING LAYOUT PLAN

SCALE: 1 : 100

RAMP REINFORCEMENT PLAN L2 - L3



2

2

2

2

2

B4 L01 LOWER

B4 L02 LOWER

BA

UB

06

REFER TO DRG S-2265

FOR FACADE STEELWORK

DETAILS

225

225

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

500 T

YP

B4 L01 LOWER

BC

225

250

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS

REFER TO SLAB

REINFORCEMENT

PLANS

TYP

900 LAP

B4 L01 UPPER

BE

TYP.

900 LAP

250

225

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS

REFER TO SLAB

REINFORCEMENT

PLANS

B4 L01 LOWER

B4 L01 UPPER

B4 L03 UPPER

BD

UB

06U

B06

UB

06U

B06

UB

06

225

PC05

PC05

PC05

PC05

10 CAP PLATE, 2M12 HILTI

HIT-V 8.8 RODS WITH HIT-

RE500 ADHESIVE (110

EMBEDMENT) TYPICAL

10 BASE PLATE, 2M12 HILTI

HIT-V 8.8 RODS WITH HIT-

RE500 ADHESIVE (110

EMBEDMENT) TYPICAL

10 PLATE,

2M16 8.8/S BOLTS.

TYPICAL

225

225

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

B4 L01 LOWER

B4 L01 UPPER

B4 L03 UPPER

BD

UB

06

PC05

PC05

PC05

B4

-CC

1

PC05

PC05

225

225

225

10 PLATE TEE, 4 M12 HILTI HIT-

V 8.8 ROS WITH HIT-RE500

ADHESIVE (110 EMBEDMENT).

TYPICAL

2M16 8.8/S BOLTS. TYPICAL

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

REFER TO POST

TENSION LAYOUT PLAN

FOR TENDON DETAILS.

TYPICAL

B4 L01 LOWER

B4 L01 UPPER

BD

650

650

1000

650

650

REFER TO SLAB

REINFORCEMENT

PLANS

REFER TO SLAB

REINFORCEMENT

PLANS

5N12

N12-200

180

5N12

PC04

UB09

340x180x32 END PLATE 4M16 HIT-V

HILTI RE-500 CHEMICAL ANCHORS

WITH DYNAMIC WASHERS. 125

EMBEDMENT MIN

10 PURLIN CLEAT 2M12 8.8/S

PURLIN BOLTS (PURLIN NOT

SHOWN FOR CLARITY)

TYPICAL AWNING END PLATE

AND PURLIN CONNECTION

7aS-2241

UB09

Z150

19

PC04PC04

30 (TYP)

340x180x32 END PLATE 4M16

HIT-V 8.8 HILTI HIT RE-500

CHEMICAL ANCHORS WITH

DYNAMIC WASHERS 125

EMBEDMENT

FULLY WELDED FRAME

8CFW ALL ROUND (TYP)

TYPICAL AWNING END PLATE CONNECTION

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

JP MW/DB BVL BVL

P13378 S-2241

BUILDING 4 - SUSPENDED SLAB

DETAILS SHEET 1

SECTIONSCALE: 1 : 20 S-2211

1 SECTIONSCALE: 1 : 20 S-2211


3



6


4




7


7a

2

200

200

200

200

200

200 200

150

150

150

150

200

200150 150

150150 150 150

150 150 150 150

150150 150

150

200 200 200 200 200 200 200

CD

C1

CECCCBCA CF CG CH CJ CK CL CM

C2

CN

C3

D1

DBDA

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

DC DD DE

680 x 250

680 x 250

680 x 250

680 x 250

680 x 250

680 x 250 680 x 250

680 x 250

680 x 250 680 x 250 680 x 250 680 x 250 680 x 250

200

200

200

BONDEK

BONDEK

BONDEK

BONDEK

BONDEK BONDEK

BONDEK

BONDEK

BONDEK BONDEK BONDEK BONDEK BONDEK BONDEK BONDEK

200

30 30

3030

30 30 30 30 30 30

100

100

100

100

100

100

100

100

100

180 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

180 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

180 PRE-CAST 180 PRE-CAST 180 PRE-CAST

30

150 150

150 150

150150

150

150

150150

150

150

150

150

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME SUNSCREEN FRAME

BONDEK

180 PRE-CAST

SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME

200 200200

1S-2325

2S-2325

3S-2325

4S-2325

5S-2325

6S-2325

7S-2325

B5-ST1

B5-ST1

B5-ST3

B5-ST1 B5-ST1 B5-ST1

B5-ST2

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

150 PRE-CAST

180 PRE-CAST180 PRE-CAST180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

SUNSCREEN FRAME

SUNSCREEN FRAME +5.0mm PRESET

100

100

100 100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

30

30

30

30

30

180 PRE-CAST

REFER TO DRG. S-2331

FOR SUSNCREEN FRAME

ELEVATION. TYPICAL


FOR SUSNCREEN FRAME

ELEVATION. TYPICAL

200

8S-2325

9S-2325

TYP.

300

300

FULLY WELDED

S304 LOUVRE

SUPPORT FRAME

FULLY WELDED

S304 LOUVRE

SUPPORT FRAME

BUILDING 2

BUILDING 4

BUILDING 5




BONDEK BMT TO BE 0.75mm U.N.O.

ALL BONDEK SLABS TO BE PROPPED CONTINUOUSLY AT ALL EDGES AND

AT THIRD POINTS OF SPAN.











DENOTES SPAN DIRECTION OF BONDEK

180

500x400

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

3

CC MW/DB BVL BVL

P13378 S-2311


ARRANGEMENT PLAN

SCALE: 1 : 100

BUILDING 5 - LEVEL 1 - GENERAL ARRANGEMENT PLAN

KEYPLAN




3

3

200

200

200

200200

200

200

200 200 200 200 200 200 200

200

150 150 150 150 150 150 150

150150150150150150150

CD

C1


C2

CN

C3

D1

DBDA

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

DC DD DE

BONDEK

BONDEK

200

BONDEK

BONDEK

BONDEK

BONDEK BONDEK

BONDEK

BONDEK

BONDEK BONDEK BONDEK BONDEK BONDEK BONDEK BONDEK

680 x 250

680 x 250

680 x 250

680 x 250

680 x 250

680 x 250 680 x 250

680 x 250

680 x 250

680 x 250 680 x 250 680 x 250 680 x 250 680 x 250 680 x 250 680 x 250

200

200

200

200 200 200

100

100

100

100

100

100

100

180 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

180 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

3030

3030

3030 30 30 30 30

30

150

150

150

150

150 150

150

150

150

150

150

150

150

150

150

150

150

150 150

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST 180 PRE-CAST

100

100

100

100

100

100

100

100

100

100

100

100

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAMESUNSCREEN FRAME

SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST

180 PRE-CAST 180 PRE-CAST 180 PRE-CAST 180 PRE-CAST 180 PRE-CAST 180 PRE-CAST 180 PRE-CAST

150 PRE-CAST

100 100

100

100

100

100

100

100

100

100

100

100

100

200

30

30

30

30

30

B5-ST1

B5-ST1

B5-ST3

B5-ST2

200

B5-ST1 B5-ST1 B5-ST1


FOR SUSNCREEN FRAME

ELEVATION. TYPICAL


FOR SUSNCREEN FRAME

ELEVATION. TYPICAL

FULLY WELDED

S304 LOUVRE

SUPPORT FRAME

FULLY WELDED

S304 LOUVRE

SUPPORT FRAME

BUILDING 2

BUILDING 4

BUILDING 5




BONDEK BMT TO BE 0.75mm U.N.O.

ALL BONDEK SLABS TO BE PROPPED CONTINUOUSLY AT ALL EDGES AND

AT THIRD POINTS OF SPAN.











DENOTES SPAN DIRECTION OF BONDEK

180

500x400

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

3

CC MW/DB BVL BVL

P13378 S-2321


ARRANGEMENT PLAN

SCALE: 1 : 100


KEYPLAN




3

3

CD

C1


C2

CN

C3

D1

DBDA

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

DC DD DE

PC09

PC09

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

UA07

P2 AT 600 CRS.

P1 AT 600 CRS.

P1 AT 600 CRS.

P2 AT 600 CRS.

P1 AT 600 CRS.

P1 AT 600 CRS.

P2 AT 600 CRS.

P1 AT 600 CRS. P1 AT 600 CRS.

P2 AT 600 CRS.


P2 AT 600 CRS.


P2 AT 600 CRS.

P1 AT 600 CRS.

SUNSCREEN FRAME UA07

UA07

PC09

PC09

PC09

UA08

UA08

PC09

PC09

PC09

UA08

PC09

PC03

PC03

PC03

PC03

PC03

PC03

PC03

PC03

PC03

PC03

P1 AT 600 CRS.

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

SUNSCREEN FRAME

UA08

P3 AT 600 CRS.

P3 AT 600 CRS.

P3 AT 600 CRS.

P3 AT 600 CRS.

P3 AT 600 CRS.

PC03

PC09

PC03

PC09

UA08

UA08

PC03

PC03

PC09

P1 AT 600 CRS.

P3 AT 600 CRS.

P1 AT 600 CRS.

P3 AT 600 CRS.

SUNSCREEN FRAME SUNSCREEN FRAME

PC09

UA08

UA08

PC03

PC03

PC09

PC03

PC03

SUNSCREEN FRAME

SUNSCREEN FRAME

P1 AT 600 CRS.

P3 AT 600 CRS.

P1 AT 600 CRS.P3 AT 600 CRS.

PC09

PC09

PC09 PC03

PC03

PC03

PC03

PC09


UA08

UA08

PC09 PC03

UA08

UA08

PC03

PC03

PC09

PC09

PC03

P3 AT 600 CRS. P3 AT 600 CRS. P3 AT 600 CRS.

PC03

PC09 PC03

UA08

UA08

PC03

PC03

PC09

P3 AT 600 CRS.

PC09

PC03

PC03

PC09

P3 AT 600 CRS.SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME SUNSCREEN FRAME

PC09

PC09

1S-2332

3S-2332

4S-2332

REFER TO DRG S-2311 FOR

SUNSCREEN ELEVATION

PC09

PC09

PC09

PC09

PC09

PC09

PC09

PC09

PC09

PC09

PC09

PC09

PC09PC09PC09

PC09

PC09

2S-2332

UA07

UA07

PC09

UA07

UA07

FULLY WELDED

S304 LOUVRE

SUPPORT FRAME

BELOW

FULLY WELDED

S304 LOUVRE

SUPPORT FRAME

BELOW

BUILDING 2

BUILDING 4

BUILDING 5

S304

S304

S304

S304

S304

S304

S304

S304

S304

S304S304

S304S304

S304

S304S304

S304S304

S304

S304S304S304S304S304

S304 S304 S304

S304S304 S3

04

REFER TO DRG. S-2325 FOR

CONNECTION TO SUSPENDED

SLAB DETAIL


FOR CONNECTION TO ROOF

STEELWORK

D2

S304

S304

S304

S304

A

S-2332

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


As indicated

2

CC MW/DB BVL BVL

P13378 S-2331

BUILDING 5 - ROOF STEELWORK PLAN

SCALE: 1 : 100

BUILDING 5 - ROOF STEELWORK PLAN

BUILDING 5 - PURLIN SCHEDULE

MARK SIZE DESCRIPTION

P1 Z30024 REFER PLAN FOR SPACING, PROVIDE 2 ROWS

BRIDGING AT 3RD POINTS. TYPICAL CONNECTION

TO BE 12 PLATE, 2M12 PURLIN BOLTS

P2 Z15012 REFER PLAN FOR SPACING, PROVIDE 2 ROWS

BRIDGING AT 3RD POINTS. TYPICAL CONNECTION


P3 Z15012 REFER PLAN FOR SPACING. TYPICAL CONNECTION


KEYPLAN

STEEL FRAMING SCHEDULEMARK SIZE COMMENT

C309 139.7 x 3.5 CHS(C350)

PC01 75 PFC

PC02 100 PFC

PC03 125 PFC

PC04 150 PFC

PC05 180 PFC

PC09 300 PFC

PC10 380 PFC

R327 200 x 100 x 6.0 RHS

S304 50 x 4.0 SHS

S320 100 x 5.0 SHS

S328 150 x 6.0 SHS

S330 200 x 5.0 SHS

S333 250 x 6.0 SHS

UA07 100 x 75 x 6 UA

UA08 100 x 75 x 8 UA

UB04 180 UB 18

UB06 200 UB 18

UB07 200 UB 22

UB08 200 UB 25

UB09 200 UB 30

UB10 250 UB 26

UB14 310 UB 40

UC05 200 UC 46

UC07 200 UC 60

UC08 250 UC 73

NOTE: IF PURLIN CLEAT HEIGHT EXCEEDS 300mm

CONNECTION TO BE 75x75x8.0 EA, 2M12 PURLIN BOLTS

TYPICAL SUNSCREEN



SCALE: 1 : 50

TYPICAL LOUVRE SUPPORT FRAME ELEVATION

2

2

2

DB

PC09 PC09

P3 AT 600 CRS.

P1 AT 600 CRS.

100x75x10 UA BRACKET

6mm CFW ON 3 SIDES TO

PFC. TYPICAL

2M16 8.8/S BOLTS.

TYPICAL

UA07 FIX RAKING ANGLE TO PANEL

WITH M12 HILTI HIT-RE500

CHEMICAL ANCHOR AT EACH

PURLIN LOCATION (110mm MIN.

EMBEDMENT) TYPICAL

1AS-2332

8

0

1

4

0

8

0

150

FIX PFC TO PANEL WITH 4M16

HILTI HIT-RE500 CHEMICAL

ANCHORS SPACED AS SHOWN

(125mm MIN. EMBEDMENT) TYPICAL

100

2 OFF 10 SPIGOT PLATES

WELDED TO BACK OF PFC

LOCATE SUNSCREEN OUTRIGGER

ON SPIGOT PLATES AND SITE

WELDED ALL ROUND TO BACK

OF PFC. TYPICAL850

250 PRE-CAST

CONNECTION TYPE 2 -

REFER TO DRAWINGS

S-2504 & S-2505 FOR

DETAILS. TYPICAL

PC09

P

C

0

9

MITRE CUT PFC BEAMS

(10mm NOM. GAP).

TYPICAL

S304

DB

REFER TO SECTION 1

ON THIS DRAWING

FOR CONNECTION

DETAIL

10 PLATE

2M12 BOLTS.

TYPICAL

10 TEE CLEAT

2M12 BOLTS.

TYPICAL

S

3

0

4

S304PC03

PC09

P1 AT 600 CRS.P3 AT 600 CRS.

250 PRE-CAST

2M16 HILTI HIT RE-500

CHEMICAL ANCHORS

125mm MIN EMBEDMENT

DB

PC09

P3 AT 600 CRS.

P1 AT 600 CRS.

UA07UA08

150 PRE-CAST

10 PLATE,

2M12 8.8/S BOLTS.

TYPICAL

FIX RAKING ANGLE TO PANEL

WITH M16 8.8/S BOLTS FIXED

THRU PANEL LOCATED AS

SHOWN. TYPICAL

60 600 MIN.

100

60FIX RAKING ANGLE TO PANEL

WITH M16 8.8/S BOLTS FIXED

THRU PRE-CAST WALL AT EVERY

SECOND PURLIN LOCATION

(PROVIDE 2 OFF BOLTS EACH END

OF ANGLE AT 60 CENTRES AS

SHOWN) TYPICAL

4AS-2332

100

S304

S

3

0

4

S304

PRECAST BEYOND

100

4BS-2332

250 PRE-CAST

CONNECTION TYPE 2 -

REFER TO DRAWINGS

S-2504 & S-2505 FOR

DETAILS. TYPICAL

DB

D8

P

C

0

9

PURLIN CLEATS (PURLINS

NOT SHOWN FOR CLARITY)

UA07

UA07

UA08

UA08

PURLINS AND PURLIN

CLEATS NOT SHOWN

FOR CLARITY

S304

150

2

5

0

2

5

0

DD DE

PC09

50850

150PC09

UA07

P2 AT 600 CRS.

FIX PFC TO PANEL WITH 4M16

HILTI HIT-RE500 CHEMICAL

ANCHORS SPACED AS SHOWN

(125mm MIN. EMBEDMENT) TYPICAL

REFER TO SECTION 1

ON THIS DRAWING FOR

CONNECTION DETAIL

D8

250 PRECAST

250 PRECAST

CONNECTION TYPE 1 -

REFER TO DRAWINGS

S-2504 & S-2505 FOR

DETAILS. TYPICAL

CONNECTION TYPE 2 -

REFER TO DRAWINGS

S-2504 & S-2505 FOR

DETAILS. TYPICAL

D2

S

3

0

4

S304

FULLY WELDED

CONNECTION

10 PLATE, 4M16 HILTI HIT-V

8.8/S ANCHORS WITH HILTI

RE-500 CHEMICAL ANCHORS

(110 EMBEDMENT MIN, 80 EDGE

DISTANCE)

D2S

3

0

4

S304

FULLY WELDED

CONNECTION

200

50

125x125x12 CAST-IN

PLATE WITH 2N12

LUGS AT 150 CENTRES

N12 x 600 LONG

LACER BAR TO

EACH LUG COG

MIN.

COVER

BG&E Pty Limited


TITLE


SCALEGRIDDATUM


PROJECT

AT SIZEA0


CLIENT

REVISIONS

STATUS


1 : 10

3

CC MW/DB BVL BVL

P13378 S-2332

BUILDING 5 - ROOF STEELWORK

DETAILS SHEET 1


1


1A


3


4


4A


2


4B





A

LOUVRE SUPPORT FRAME

POST-FIX OPTION

LOUVRE SUPPORT FRAME

CAST-IN OPTION

3

3

3

3

3

CD

C1


C2

CN

C3

D1

DBDA

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

DC DD DE

180 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST

150 PRE-CAST


1

8

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

8

0

P

R

E

-

C

A

S

T

150 PRE-CAST

1

8

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T


1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

180 PRE-CAST 180 PRE-CAST 180 PRE-CAST 180 PRE-CAST

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

1

5

0

P

R

E

-

C

A

S

T

180 PRE-CAST

11S-2362

1S-2361

2S-2361

3S-2361

2S-2361

2S-2361

2S-2361

SIM

SIM

SIM

SIM

3S-2361

SIM

4S-2361

5S-2361

6S-2361

12S-2363

7S-2362

8S-2362

2S-2361

SIM

2S-2361

SIM2

S-2361

SIM

2S-2361

2S-2361

2S-2361

SIM

SIM

SIM

3S-2361

SIM

3S-2361

SIM

3S-2361

SIM9

S-2362

10S-2362

14S-2363

13S-2363

180 PRE-CAST

180 PRE-CAST

1

8

0

P

R

E

-

C

A

S

T

180 PRE-CAST

1

5

0

P

R

E

-

C

A

S

T

1

8

0

P

R

E

-

C

A

S

T

1

8

0

P

R

E

-

C

A

S

T

1

8

0

P

R

E

-

C

A

S

T

2S-2361

250 PRE-CAST250 PRE-CAST250 PRE-CAST250 PRE-CAST250 PRE-CAST250 PRE-CAST 250 PRE-CAST

2

5

0

P

R

E

-

C

A

S

T


2

5

0

P

R

E

-

C

A

S

T

2

5

Contoh Beton

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