contoh beton
DESCRIPTION
betonTRANSCRIPT
-
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
2 15-10-14 ISSUED FOR CONSTRUCTION BVL
3 22-10-14 ISSUED FOR CONSTRUCTION BVL
4 17-11-14 ISSUED FOR CONSTRUCTION BVL
4
-
A2
A1
A3
A4
A5
A6
A7
A8
A10
A9
AB AC AD AE AF AG AH AJ AKAA
A2
A1
A3
A4
A5
A6
A7
A8
A10
A9
AB AC AD AE AF AG AH AJ AKAA
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
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
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
1 15-08-14 ISSUED FOR CONSTRUCTION BVL
2 15-10-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 ISSUED FOR CONSTRUCTION BVL
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
AB AC AD AE AF AG AH AJ AKAA
A2
A1
A3
A4
A5
A6
A7
A8
A10
A9
AB AC AD AE AF AG AH AJ AKAA
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
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]
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
2 15-10-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 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
AB AC AD AE AF AG AH AJ AKAA
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
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-2131
BUILDING 2 - LEVEL 3 GENERAL
ARRANGEMENT PLAN
SCALE: 1 : 100
BUILDING 2 - LEVEL 3 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
2 15-10-14 ISSUED FOR CONSTRUCTION BVL
3 22-10-14 ISSUED FOR CONSTRUCTION BVL
4 17-11-14 ISSUED FOR CONSTRUCTION BVL
4
-
A2
A1
A3
A4
A5
A6
A7
A8
A10
A9
AB AC AD AE AF AG AH AJ AKAA
A2
A1
A3
A4
A5
A6
A7
A8
A10
A9
AB AC AD AE AF AG AH AJ AKAA
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 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.
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
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
3
JP MW/DB BVL BVL
P13378 S-2132
BUILDING 2 - LEVEL 3 REINFORCEMENT
PLAN
SCALE: 1 : 100
BUILDING 2 - LEVEL 3 REINFORCEMENT PLAN
SCALE: 1 : 50
BEAM ELEVATION B2-CB01
SCALE: 1 : 50
BEAM ELEVATION B2-CB02
SCALE: 1 : 50
BEAM ELEVATION B2-CB03
SCALE: 1 : 50
BEAM ELEVATION B2-CB04SCALE: 1 : 20
BUILDING 2 - TYPICAL EDGE REINFORCEMENT DETAIL
1 15-08-14 ISSUED FOR CONSTRUCTION BVL
2 15-10-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 ISSUED FOR CONSTRUCTION BVL
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
AB AC AD AE AF AG AH AJ AKAA
A2
A1
A3
A4
A5
A6
A7
A8
A10
A9
AB AC AD AE AF AG AH AJ AKAA
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
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]
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
2 15-10-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 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
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
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
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
1 22-10-14 ISSUED FOR CONSTRUCTION BVL
2 17-11-14 ISSUED FOR CONSTRUCTION BVL
SCALE: 1 : 50
BUILDING 2 - FACADE FRAME TYPE A - SECTION VIEW
DETAILSCALE: 1 : 10 S-2171
A
DETAILSCALE: 1 : 10 S-2171
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.
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
BUILDING 4 - SHEAR WALL SCHEDULEMARK DESCRIPTION REINFORCEMENT
SW1 200 INSITU CONCRETE N16-300 EF VERTICAL
N16-300 EF HORIZONTAL
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
2
CC MW/DB BVL BVL
P13378 S-2211
BUILDING 4 - LEVEL 1 GENERAL
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
2 17-11-14 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 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.
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
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
2
JP MW/DB BVL BVL
P13378 S-2212
BUILDING 4 - LEVEL 1 REINFORCEMENT
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
1 13-08-14 BUILDING 4 - ISSUED FOR CONSTRUCTION BVL
2 23-10-14 ISSUED FOR CONSTRUCTION BVL
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
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 4 - SHEAR WALL SCHEDULEMARK DESCRIPTION REINFORCEMENT
SW1 200 INSITU CONCRETE N16-300 EF VERTICAL
N16-300 EF HORIZONTAL
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
2
CC MW/DB BVL BVL
P13378 S-2221
BUILDING 4 - LEVEL 2 GENERAL
ARRANGEMENT PLAN
SCALE: 1 : 100
BUILDING 4 - LEVEL 2 GENERAL ARRANGEMENT PLAN
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
1 13-08-14 BUILDING 4 - ISSUED FOR CONSTRUCTION BVL
2 23-10-14 ISSUED FOR CONSTRUCTION BVL
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
N12-150 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 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.
N12-200 U BARS
DISTRIBUTION BAR N12-200
TOP AND BOTTOM
TYPICAL EDGE REINFORCEMENT DETAILS U.N.O.
1200
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
2
JP MW/DB BVL BVL
P13378 S-2222
BUILDING 4 - LEVEL 2 REINFORCEMENT
AND PT LAYOUT PLANS
SCALE: 1 : 100
BUILDING 4 - LEVEL 2 REINFORCEMENT PLANSCALE: 1 : 100
BUILDING 4 - LEVEL 2 PT LAYOUT PLAN
SCALE: 1 : 100
RAMP REINFORCEMENT PLAN L1 - L2
1 13-08-14 BUILDING 4 - ISSUED FOR CONSTRUCTION BVL
2 23-10-14 ISSUED FOR CONSTRUCTION BVL
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
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)
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 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.
N12-200 U BARS
DISTRIBUTION BAR N12-200
TOP AND BOTTOM
TYPICAL EDGE REINFORCEMENT DETAILS U.N.O.
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
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
2
JP MW/DB BVL BVL
P13378 S-2232
BUILDING 4 - LEVEL 3 REINFORCEMENT
AND PT LAYOUT PLANS
SCALE: 1 : 100
BUILDING 4 - LEVEL 3 REINFORCEMENT PLANSCALE: 1 : 100
BUILDING 4 - LEVEL 3 POST TENSIONING LAYOUT PLAN
SCALE: 1 : 100
RAMP REINFORCEMENT PLAN L2 - L3
1 13-08-14 BUILDING 4 - ISSUED FOR CONSTRUCTION BVL
2 23-10-14 ISSUED FOR CONSTRUCTION BVL
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
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
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
2 SECTIONSCALE: 1 : 20 S-2211
3
SECTIONSCALE: 1 : 20 S-2211
5 SECTIONSCALE: 1 : 20 S-2211
6
SECTIONSCALE: 1 : 20 S-2211
4
1 13-08-14 BUILDING 4 - ISSUED FOR CONSTRUCTION BVL
2 17-11-14 ISSUED FOR CONSTRUCTION BVL
SECTIONSCALE: 1 : 10 S-2211
7
SECTIONSCALE: 1 : 10 S-2241
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
REFER TO DRG. S-2331
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
NOTES: FOR GENERAL NOTES REFER TO DRAWINGS S-2002 & S-2003
DENOTES SLAB THICKNESS
CONCRETE STRENGTH TO BE f'c = 40 MPa
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.
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 SPAN DIRECTION OF BONDEK
180
500x400
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
3
CC MW/DB BVL BVL
P13378 S-2311
BUILDING 5 - LEVEL 1 GENERAL
ARRANGEMENT PLAN
SCALE: 1 : 100
BUILDING 5 - LEVEL 1 - GENERAL ARRANGEMENT PLAN
KEYPLAN
1 22-07-14 ISSUED FOR CONSTRUCTION BVL
2 08-08-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 ISSUED FOR CONSTRUCTION BVL
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
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
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
REFER TO DRG. S-2331
FOR SUSNCREEN FRAME
ELEVATION. TYPICAL
REFER TO DRG. S-2331
FOR SUSNCREEN FRAME
ELEVATION. TYPICAL
FULLY WELDED
S304 LOUVRE
SUPPORT FRAME
FULLY WELDED
S304 LOUVRE
SUPPORT FRAME
BUILDING 2
BUILDING 4
BUILDING 5
NOTES: FOR GENERAL NOTES REFER TO DRAWINGS S-2002 & S-2003
DENOTES SLAB THICKNESS
CONCRETE STRENGTH TO BE f'c = 40 MPa
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.
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 SPAN DIRECTION OF BONDEK
180
500x400
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
3
CC MW/DB BVL BVL
P13378 S-2321
BUILDING 5 - LEVEL 2 GENERAL
ARRANGEMENT PLAN
SCALE: 1 : 100
BUILDING 5 - LEVEL 2 GENERAL ARRANGEMENT PLAN
KEYPLAN
1 22-07-14 ISSUED FOR CONSTRUCTION BVL
2 08-08-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 ISSUED FOR CONSTRUCTION BVL
3
3
-
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
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.
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.
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
P3 AT 600 CRS. P3 AT 600 CRS.
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
REFER TO DRG. S-2332
FOR CONNECTION TO ROOF
STEELWORK
D2
S304
S304
S304
S304
A
S-2332
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
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
TO BE 8 PLATE, 2M12 PURLIN BOLTS
P3 Z15012 REFER PLAN FOR SPACING. TYPICAL CONNECTION
TO BE 8 PLATE, 2M12 PURLIN BOLTS
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
1 08-08-14 ISSUED FOR CONSTRUCTION BVL
2 17-11-14 ISSUED FOR CONSTRUCTION BVL
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
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]
1 : 10
3
CC MW/DB BVL BVL
P13378 S-2332
BUILDING 5 - ROOF STEELWORK
DETAILS SHEET 1
SECTIONSCALE: 1 : 10 S-2331
1
SECTIONSCALE: 1 : 10 S-2332
1A
SECTIONSCALE: 1 : 10 S-2331
3
SECTIONSCALE: 1 : 10 S-2331
4
SECTIONSCALE: 1 : 10 S-2332
4A
SECTIONSCALE: 1 : 10 S-2331
2
SECTIONSCALE: 1 : 10 S-2332
4B
1 08-08-14 ISSUED FOR CONSTRUCTION BVL
2 22-10-14 ISSUED FOR CONSTRUCTION BVL
3 17-11-14 ISSUED FOR CONSTRUCTION BVL
DETAILSCALE: 1 : 10 S-2331
A
LOUVRE SUPPORT FRAME
POST-FIX OPTION
LOUVRE SUPPORT FRAME
CAST-IN OPTION
3
3
3
3
3
-
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
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 180 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
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
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
250 PRE-CAST 250 PRE-CAST
2
5
0
P
R
E
-
C
A
S
T
2
5