o chs 76x3.2mm chs 76x3.2mm hcs 150 thk....
TRANSCRIPT
FIRST FLOOR PLANAST-2005
1:50SCALE
O
HC
S15
0 TH
K.
HCS150 THK.
O
O
HC
S15
0 TH
K.
HC
S15
0 TH
K.
O
HC
S15
0 TH
K.
O
HC
S15
0 TH
K.
O
NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD
BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS
2. ALL BC COLUMNS EXTENDED UP TO THE TOP OF PARAPET WALL
1212
13
13
3
3
STAIR CASE
2
2
55
9
SEC
9
SEC
C
H
S
7
6
x
3
.
2
m
m
C
H
S
7
6
x
3
.
2
m
m
C
H
S
7
6
x
3
.
2
m
m
HDPE SHADE CLOTH ON
APPROVED PROPRIETARY FRAME
WITH M.S. BRACKETS ANCHORED
TO WALL
C
H
S
7
6
x
3
.
2
m
m
99
DETAIL OF BEAM FB11ST-2005
1:10SCALE
DETAIL OF BEAM FB22ST-2005
1:10SCALE
DETAIL OF BEAM FB33ST-2005
1:10SCALE
DETAIL OF BEAM FB44ST-2005
1:10SCALE
DETAIL OF BEAM FB55ST-2005
1:10SCALE
DETAIL OF BEAM FB66ST-2005
1:10SCALE
DETAIL OF BEAM FB77ST-2005
1:10SCALE
DETAIL OF BEAM FB88ST-2005
1:10SCALE
400
2-T12
T8@200c/c
2-T16
225
OUTSIDE
INSIDE
200
200
CONC. BLOCK
HC
S
SECTION9ST-2005
1:10SCALE
200
150
150 THK. PARAPET WALL
TYPICAL CONNECTION DETAIL OF
CARPARKING SHADE FRAME
10
1:10SCALE
70
30
30
200
12mm THICK END PLATE
4nos. 14∅ HOLES FOR12∅ THROUGH BOLTS
8mm THICK STIFFENER PLATE
CHS 76x3.2mm
FRONT VIEW SIDE ELEVATION
70
70
200
30
30
2 Nos.12mm ∅ Bol t
70
70 3030 70
200
70
70
200
30
30
FABRIC CLAMPING PLATES FABRIC
THREADED TOGGLE
10 mm D SHAKLE
12mm G.I NUT
FABRIC FIXING DETAILS
DETAILS - A CORNER FABRIC FIXING DETAILS
8mm G.I WIRE ROPE
2mm G.I FABRIC
CLAMPING PLATES
90
60
50
90
60
50
HC
S
JOINT GROUT
POLYSTYRENE END PLUG
200 THK. HOLLOW BLOCK MASONRY
20
0
4-T10
T8@200c/c
200
HC
S
AS PER HCS SUPPLIER (TYP)
200 THK. HOLLOW BLOCK MASONRY
POLYSTYRENE END PLUG
200
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
HC
S
ST-2005
HC
S
200 THK. HOLLOW
BLOCK MASONRY
JOINT GROUT
POLYSTYRENE END PLUG
200T8@200c/c
4-T10
200
HC
S
200
200 THK. HOLLOW BLOCK MASONRY
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
HC
S
MORTAR COPING
POLYSTYRENE END PLUG200
TWO BLOCK FILLED
WITH CONCRETE
450
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
HC
S
200
MORTAR COPING
450
TWO BLOCK FILLED
WITH CONCRETE
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
CONSULTANTS
NOTES :
CONSULTANTS
DESCRIPTIONNo. SIGNDATE
DRAWING TITLE
SCALE
DRAWING NO. REV.
CONTRACTOR
SUB CONTRACTOR
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,
UNLESS STATED OTHERWISE.
2. DO NOT SCALE FROM THE DRAWINGS.
DRAWN BY : SNL
APPROVED BY: MPBCHECKED BY: SINI
A Subsidiary of Almoayyed Contracting Group
DESIGNED BY
ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016
AMAS
SITE PLAN
KEY PLAN
SOCIAL VILLA -SA2
FIRST FLOOR SLAB AND BEAM DETAILS
AMAS
SITE PLAN
KEY PLAN
AMAS-VL-AB-13-ST-2005
0
AS SHOWN @ A1
SECOND FLOOR PLANAST-2006
1:50SCALE
O
HC
S15
0 TH
K.
O
HC
S15
0 TH
K.
HC
S15
0 TH
K.
O
O
HC
S15
0 TH
K.
HC
S15
0 TH
K.
O
HCS SLAB PANEL SHALL
BE CHECKED WITH THE
WATER TANK LOAD OF
1000 LITRES CAPACITY
7
SEC
7
SEC
88
7
7
2. ALL BC COLUMNS EXTENDED UP TO THE TOP OF PARAPET WALL
NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD
BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS
2
2
STAIR CASE
3
3
99
WATER PUMP
BASE
HC
S
DETAIL OF BEAM SB11ST-2006
1:10SCALE
40
0
200
HC
S
HC
S
DETAIL OF BEAM SB33ST-2006
1:10SCALE
30
0
200
HC
S
DETAIL OF BEAM SB44ST-2006
1:10SCALE
35
0
200
HC
S
DETAIL OF BEAM SB55ST-2006
1:10SCALE
30
0
200
HC
S
DETAIL OF BEAM SB66ST-2006
1:10SCALE
30
0
200
HC
S
300
DETAIL OF BEAM SB22ST-2006
1:10SCALE
HC
S3
50
200
HC
S
200 THK. HOLLOW
BLOCK MASONRY
150
200
20
0
4-T10(TYP)
T8@200c/c(TYP)
200
150 THK. PARAPET WALL. REFER DRG.
NO. DA029-AES-SV-ZZ-GN-ST-2010
FOR DETAILS (TYP)
SECTION
07-07
ST-2006
1:10SCALE
HC
S
JOINT GROUT
POLYSTYRENE END PLUG
20
0
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
HC
S
AS PER HCS SUPPLIER (TYP)
POLYSTYRENE END PLUG
20
0
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
200 THK. HOLLOW
BLOCK MASONRY
HC
S
150 THK. HOLLOW BLOCK
MASONRY WALL
TOP BLOCK FILLED
WITH CONCRETE
MORTAR COPING
POLYSTYRENE
END PLUG
20
0
BOTTOM BLOCK FILLED
WITH CONCRETE
11
00
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
HC
S
20
0
150 THK. HOLLOW BLOCK
MASONRY WALL
TOP BLOCK FILLED
WITH CONCRETE
MORTAR COPING
BOTTOM BLOCK FILLED
WITH CONCRETE
11
00
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
HC
S
20
0
4-T10
T8@200c/c
200
200 THK. HOLLOW
BLOCK MASONRY
200 THK. HOLLOW
BLOCK MASONRY
CONSULTANTS
NOTES :
CONSULTANTS
DESCRIPTIONNo. SIGNDATE
DRAWING TITLE
SCALE
DRAWING NO. REV.
CONTRACTOR
SUB CONTRACTOR
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,
UNLESS STATED OTHERWISE.
2. DO NOT SCALE FROM THE DRAWINGS.
DRAWN BY : SNL
APPROVED BY: MPBCHECKED BY: SINI
A Subsidiary of Almoayyed Contracting Group
DESIGNED BY
ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016
AMAS
SITE PLAN
KEY PLAN
SOCIAL VILLA -SA2
SECOND FLOOR SLAB AND BEAM DETAILS
AMAS
SITE PLAN
KEY PLAN
AMAS-VL-AB-13-ST-2006
0
AS SHOWN @ A1
HC
S
DETAIL OF BEAM RB11ST-2007
1:10SCALE
35
0
200
HC
S
DETAIL OF BEAM RB33ST-2007
1:10SCALE
35
0
200
HC
S
150 THICK PARAPET WALL
DETAIL OF BEAM RB44ST-2007
1:10SCALE
30
0
200
HC
S
150
DETAIL OF BEAM RB55ST-2007
1:10SCALE
30
0
200
HC
S
150
300
DETAIL OF BEAM RB66ST-2007
1:10SCALE
30
0
200
HC
S
150
DETAIL OF BEAM RB22ST-2007
1:10SCALE
HC
S
30
0
200
HC
S
ROOF PLANAST-2007
1:50SCALE
HC
S15
0 TH
K.
O
HC
S15
0 TH
K.
O
O
HC
S15
0 TH
K.
O
HC
S15
0 TH
K.
HCS150 THK.
O
11 11
10
10
2. ALL BC COLUMNS EXTENDED UP TO THE TOP OF PARAPET WALL
NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD
BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS
2
2
HC
S
JOINT GROUT
POLYSTYRENE END PLUG
200 THK. HOLLOW BLOCK MASONRY
20
0
4-T10
T8@200c/c
200
HC
S
200 THK. HOLLOW BLOCK MASONRY
150 THK. HOLLOW BLOCK
MASONRY WALL
TOP BLOCK FILLED
WITH CONCRETE
MORTAR COPING
POLYSTYRENE
END PLUG
20
0
BOTTOM BLOCK FILLED
WITH CONCRETE
65
0
4-T10
T8@200c/c
200
HC
S
200 THK. HOLLOW BLOCK MASONRY
20
0
TOP & BOTTOM BLOCK
FILLED WITH CONCRETE
MORTAR COPING
45
0
4-T10
T8@200c/c
200
CONSULTANTS
NOTES :
CONSULTANTS
DESCRIPTIONNo. SIGNDATE
DRAWING TITLE
SCALE
DRAWING NO. REV.
CONTRACTOR
SUB CONTRACTOR
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,
UNLESS STATED OTHERWISE.
2. DO NOT SCALE FROM THE DRAWINGS.
DRAWN BY : SNL
APPROVED BY: MPBCHECKED BY: SINI
A Subsidiary of Almoayyed Contracting Group
DESIGNED BY
ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016
AMAS
SITE PLAN
KEY PLAN
SOCIAL VILLA SA2
ROOF SLAB AND BEAM DETAILS
AMAS
SITE PLAN
KEY PLAN
AMAS-VL-AB-13-ST-2007
0
AS SHOWN @ A1
FOUNDATION AND COLUMN LAYOUT
RAFT FOOTINGAST-2004
1:50SCALE
NOTE: 1. PROVIDE T12@150 c/c AT TOP BOTHWAYS AND T10@150 c/c AT BOTTOM BOTHWAYS (ALL THROUGH)
(REINFORCEMENT NOT SHOWN FOR CLARITY)
2. THE EXTRA REINFORCEMENT PROVIDED IN TOP AND BOTTOM LAYERS ARE SHOWN IN PLAN
1600 3400 5000
1800
4000
4500
2200
2200
2300
3100 1300 37001900
10000
17000
1ST-2004
1ST-2004
2ST-2004
3ST-2004
3ST-2004
O
T12@150c/c-B
O
T12@150c/c-B
O
T12@150c/c-T
240 THK RAFT SLAB (TYP)
SUNKEN 200MM
REFER TO COMPOUND
WALL DRAWING FOR
DETAILS
2400
2400
2000
1000
NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD
BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS
2ST-2004
REFER TO COMPOUND
WALL DRAWING FOR
DETAILS
800
800
4ST-2004
4ST-2004
1500 1500
800
300
SECTION4ST-2004
1:10SCALE
600
COMPOUND WALL
FOUNDATION
350
DETAIL OF COLUMN BC27ST-2004
1:10SCALE
INSULATED
BLOCK
(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.
ONLY EXTRA REINF. SHOWN IN SECTION)
DETAIL OF COLUMN BC38ST-2004
1:10SCALE
DETAIL OF COLUMN BC49ST-2004
1:10SCALE
DETAIL OF COLUMN BC16ST-2004
1:10SCALE
225
225
DETAIL OF BEAM GB15ST-2004
1:10SCALE
DETAIL OF COLUMN BC510ST-2004
1:10SCALE
SECTION1ST-2004
1:20SCALE
SECTION2ST-2004
1:20SCALE
(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.
ONLY EXTRA REINF. SHOWN IN SECTION)
(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.
ONLY EXTRA REINF. SHOWN IN SECTION)
CONSULTANTS
NOTES :
CONSULTANTS
DESCRIPTIONNo. SIGNDATE
DRAWING TITLE
SCALE
DRAWING NO. REV.
CONTRACTOR
SUB CONTRACTOR
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,
UNLESS STATED OTHERWISE.
2. DO NOT SCALE FROM THE DRAWINGS.
DRAWN BY : SNL
APPROVED BY: MPBCHECKED BY: SINI
A Subsidiary of Almoayyed Contracting Group
DESIGNED BY
ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016
AMAS
SITE PLAN
KEY PLAN
SOCIAL VILLA -SA2
FOUNDATION DETAILS
AMAS
SITE PLAN
KEY PLAN
AMAS-VL-AB-13-ST-2004
0
AS SHOWN @ A1