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D:\Forder GIANG\8.SUNWAY PEARL DETAILS\4 TITLE (khung ten)\logo\logo-sunwah-pearl.png
BAY WATER
COMPANY., Ltd
D:\Forder GIANG\8.SUNWAY PEARL DETAILS\khung ten\logo\du-an-can-ho-sunwah-pearl-300x300.png
SUNWAH PEARL PROJECT
CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY
SHOP DRAWING FOR BEAM, SLAB REBAR AT GROUND, LEVEL 1
COLUMN REBAR FROM GROUND TO ROOF -BOH
APR-2019
OWNER
OWNER
A
B
C-1/(250x600)
C
C-1/(250x600)
D
C-1/(250x600)
C-1a/(250x600)
C-1/(250x600)
(300x700)
HS=200
SF+0.000
C-1/(250x600)
C-1/(250x600)
LV-06(1000x600)
TOP:+0.800
(300x700)
B1F-3(1000x600)
(300x700)
B1F-4d(200x1500)
1
2
C-1a/(250x600)
C-3 (300x300)
C-03 (300x300)
A1
C-3a (300x300)
B1F-1 (300x1150)
C-
3
(3
00
C-2/(250x500)
3
C-2/(250x500)
4
C-2/(250x500)
5
C-2/(250x500)
6
HS=300
SF+0.550
x3
00
)
CC-01a(200x200) CC-02(200x500)
C-
3
(3
00
x3
00
(3
0
0x
30
B1F-2 (300x1150)
Hs=300
0)
B1F-4m (300x850)
B1
B2
B1F-5m (300x850)
C3
A2
C-3 (300x300)
)
Hs=300
B3
Scale: 1 : 100
E
F
OWNER
+0.000
+1.300
+0.000
9D20
+0.000
9D20
T1
D10@200
T1
D10@200
L1
L1
L2
L2
B2a
9D20
SECTION 1-1
9D20
B1
B1
(Add B2a (4D25, L=5200) at middle of span)
SECTION 2-2
+1.300
4D25
+1.300
T1
D10@100
2D16
L1a
+1.300
T1
2D12
S
2D12
S
D8@400
SECTION 1-1
T1
2D12
S
2D12
S
V2
D10@100
4D25
4D25
V2
OPENING
1000x600
2D16
4D25
L1b
B1
L2
D10@100
4D25
SECTION 2-2
L1
B1
D8@400
L2
D10@200
4D25
SECTION 3-3
L1
B1
OWNER
+0.950
+0.950
+0.950
3D28
+0.550
T1
D10@100
2D12
L1
S
+0.950
3D28
+0.550
T1
D10@100
D8@400
L2
2D12
L1
3D25
D10@100
L1a
S
D8@400
3D25
B1
D8@400
T1
D10@100
L1a
2D12
L2
S
D8@400
L2
B2a
SECTION 1-1
SECTION 1-1
3D25
L2
3D25
3D25
+0.550
T1
B1
SECTION 2-2
B1
3D25
B1
(Add B2a (2D25, L=3700) at middle of span)
SECTION 3-3
OWNER
+0.550
3D25
+0.550
T1
D10@100
D8@400
3D25
T1
D10@100
L1
2D12
L2
L1
S
D8@400
L2
B2a
3D25
SECTION 1-1
B1
3D25
B1
(Add B2a (2D25, L=3700) at middle of span)
SECTION 2-2
5
A
B
OWNER
C
D
1
2
3
A1
4
A2
5
B1
B2
B3
6
E
F
6
A
B
OWNER
C
D
1
2
3
A1
4
A2
5
B1
B2
B3
6
E
F
7
A
B
OWNER
C
D
1
2
3
A1
4
A2
5
B1
B2
B3
6
E
F
8
A
B
OWNER
C
D
1
2
3
A1
4
A2
5
B1
B2
B3
6
E
F
9
A
B
OWNER
C
D
1
2
3
A1
4
A2
5
B1
B2
B3
6
E
F
OWNER
A
B
C
D
B1F-4a
TL:1/20
(L=4.2m; SL=01)
(TOISON LINK REBAR)
B1F-4a(400x500)
B1F-4a(400x500)
B1F-4d(200x1500)
1
HS=300
SF+1.300
B1F-1(300x1150)
2
B1F-4b(400x300)
B1F-4c(300x300)
3
B1F-4(300x800)
B1F-5(300x1000)
C-2a/(250x500)
HS=200
SF+0.950
C-2a/(250x500)
4
B1F-7(300x900)
B1F-6(400x1000)
HS=300
A2
SF+0.600
B1F-2(300x1150)
5
B1F-6(400x1000)
B1
B2
C-2a/(250x500)
B3
Scale: 1 : 100
B1F-5(300x1000)
C-2a/(250x500)
6
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
+1.300
+1.300
+1.300
+1.300
+1.300
3D25
+1.300
D10@100
3D25
+1.300
4D20
T1
D10@150
4D20
SECTION 1-1
+1.300
4D20
T1
D10@150
B1
4D20
SECTION 1-1
L1
B1
T1
D10@150
L1
4D20
B1
SECTION 1-1
SECTION 1-1
L1
4D20
T1
L1
B1
OWNER
+1.300
+1.300
3D20
+1.300
T1
3D20
T1
D10@200
D10@100
2D12
D8@400
3D20
SECTION 1-1
L1
L1
S
L2
B1
2D12
D8@400
3D20
SECTION 2-2
S
L2
B1
OWNER
+0.600
+0.600
+0.600
3D25
+0.600
T1
D10@100
2D16
D8@400
2D16
3D25
T1
T2A
L1
S
L2
S
+0.600
2D16
4D25
D8@400
L2
2D16
D10@100
S
D10@100
L1
2D16
D8@400
2D16
3D28
B1
3D28
+0.600
4D25
T1
T1
S
T2A
L1
2D16
S
S
D8@400
L2
L2
2D16
S
S
B1
D10@100
(Add T2a (3D28, L=4300) at supports F )
SECTION 1-1
4D25
SECTION 2-2
4D25
B1
L1
B1
(Add T2a (4D25, L=4300) at supports F )
SECTION 1-1
SECTION 2-2
OWNER
+0.600
+0.600
3D20
+0.600
3D20
T1
T1
D10@200
D10@100
2D12
D8@400
3D20
SECTION 1-1
L1
L1
2D12
S
L2
D8@400
3D20
B1
SECTION 2-2
S
L2
B1
OWNER
A
B
C
D
1
2
2
3
2
+1.300
4D20
T1
+0.550
4
SECTION 2-2
A2
YT-/
XT-/
5
LS-1
B2
YB-/
B3
DETAIL OF TYPICAL COLUMN CAPS
(SHEAR REBAR IS NOT NECESSARY IN BEAMS/COLUMNS/RC WALLS)
LEVEL 1 SLAB REBAR LAYOUT PLAN IN BOTTOM "X"
6
E
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
F
D10a200
(Shear rebar)
XB-/
B1
D10a200
LS-1
OWNER
A
B
C
D
1
2
2
3
2
4
A2
5
B1
B2
B3
6
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
A
B
C
D
1
2
2
3
2
4
A2
5
B1
B2
B3
6
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
A
B
C
D
1
2
2
2
3
4
A2
5
B1
B2
B3
6
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
A
B
C
D
1
2
3
4
A2
5
B1
B2
B3
6
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
A
B
C
D
1
2
3
4
A2
5
B1
B2
B3
6
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
A
B
C-1/(250x600)
C
C-1/(250x600)
D
C-1/(250x600)
C-1a/(250x600)
C-1/(250x600)
(300x700)
HS=200
SF+0.000
C-1/(250x600)
C-1/(250x600)
LV-06(1000x600)
TOP:+0.800
(300x700)
B1F-3(1000x600)
(300x700)
B1F-4d(200x1500)
1
2
C-1a/(250x600)
C-3 (300x300)
C-3 (300x300)
A1
C-3a (300x300)
B1F-1 (300x1150)
C3
(3
0
C-2/(250x500)
3
C-2/(250x500)
4
C-2/(250x500)
5
C-2/(250x500)
6
HS=300
SF+0.550
0x
30
0)
CC-CT(200x200)
C-
3
(3
CC-02(200x500)
00
x3
)
(3
0
0x
30
B1F-2 (300x1150)
Hs=300
0)
B1F-4m (300x850)
B1
B2
B1F-5m (300x850)
C3
A2
C-3 (300x300)
00
Hs=300
B3
Scale: 1 : 100
E
F
OWNER
A
B
C-1/(250x600)
C
D
C-1/(250x600)
C-1/(250x600)
C-1a/(250x600)
HS=300
SF+1.300
C-1/(250x600)
C-1/(250x600)
C-1/(250x600)
LV-06(1000x600)
TOP:+0.800
B1F-4d(200x1500)
1
2
C-1a/(250x600)
C-
3
C-3 (300x300)
C-3a (300x300)
B1F-1 (300x1150)
3
C-3a (300x300)
C-2/(250x500)
B1F-5(300x1000)
C-2a/(250x500)
(3
00
x3
00
HS=200
)
SF+0.950
CC-CT(200x200)
C-
3
C-2a/(250x500)
CC-02(200x500)
4
(3
00
C-2/(250x500)
x3
00
B1F-6(400x1000)
(3
0
0x
3
00
)
B1F-2(300x1150)
B1F-7(300x900)
C3
A2
C-3 (300x300)
)
HS=300
SF+0.600
5
C-2/(250x500)
B1F-6(400x1000)
B1
B2
C-2a/(250x500)
B3
Scale: 1 : 100
B1F-5(300x1000)
C-2a/(250x500)
6
C-2/(250x500)
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slap thickness (mm): Hs=300; Level: +1.300m
- Slap thickness (mm): Hs=200; Level: +0.950m
- Slap thickness (mm): Hs=300; Level: +0.600m
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS
- Lneo=40D: Length of rebar anchorage and lap
- D: Diameter of bigger rebar
E
F
OWNER
A
B
C-1/(250x600)
C
C-1/(250x600)
D
C-1/(250x600)
C-1a/(250x600)
1
BMF-1(300x500)
Hs=150
Hs=150
Hs=150
BMF-3(300x500)
C-1/(250x600)
C-1/(250x600)
C-1/(250x600)
2
C-1a/(250x600)
C-3a (300x300)
C-
3
3
C-3 (300x300)
BMF-4(200x500)
C-3a (300x300)
C-2/(250x500)
C-2a/(250x500)
(3
00
x3
00
)
CC-02(200x500)
BMF-4a(200x450)
C-
3
C-2a/(250x500)
4
C-2/(250x500)
(3
00
x3
0
C-
3
(3
00
B2F-5a(300x500)
x3
00
C-3 (300x300)
A2
BMF-11(250x500)
0)
)
C-250-65-4
5
C-2/(250x500)
B1
B2
C-2a/(250x500)
B3
C-2a/(250x500)
Scale: 1 : 100
6
C-2/(250x500)
E
F
