#5 $7+.6 &4#9+0) - drawings for details 1600 4000 1400 2700 1800 3000 4200 1600 1400 3800 1800 1300

Download #5 $7+.6 &4#9+0) - drawings for details 1600 4000 1400 2700 1800 3000 4200 1600 1400 3800 1800 1300

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  • NOTE:

    1. PROVIDE T10@200 c/c AT TOP BOTHWAYS AND T10@200 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

    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

    1 6 0 0

    4 0 0 0

    1 4 0 0

    2 7 0 0

    1 8 0 0

    3 0 0 0

    4200 1600

    1 4 0 0

    54001900130018003800

    20000

    1 7 0 0 0

    1 1 0 0

    BC2 BC3

    BC3

    BC1

    BC4

    BC3

    BC2

    BC3

    BC1

    BC1

    BC3

    BC3

    BC3

    BC3

    BC2

    BC2

    BC2

    BC2

    BC2

    BC5

    BC5

    BC2BC3 BC5

    BC1 BC1 BC1

    BC3

    44

    1 7 0 0

    600

    175 THK RAFT SLAB WITH

    T10@200c/c T&B BOTHWAYS

    3

    3

    1 0 0 0

    4350

    240 THK RAFT SLAB (TYP)

    2

    2

    1

    1

    BC3

    GB1

    G B

    2

    800

    8 0 0

    600

    1 0 0 0

    800

    6 0 0

    5

    5

    13

    13

    BC2

    BC5

    14

    14

    3-T10

    2-T10

    T12@200c/c

    (TYP)

    (TYP)

    (TYP)

    50mm THK. WELL COMPACTED

    CRUSHER FINE

    TYPICAL SECTION AT

    INTERMEDIATE WALL

    2

    1:20SCALE

    2-T12

    2-T12

    2 4 0

    200

    200 THK.LOAD BEARING BLOCK

    MASONRY WALL

    T10@200c/c

    50mm THK. WELL

    COMPACTED

    CRUSHER FINE

    50MM THICK

    BLINDING

    1000 GAUGE

    POLYTHENE SHEET

    250

    2 5 0

    DETAIL OF BEAM GB2

    7

    1:10SCALE

    400

    2 0 0

    DETAIL OF COLUMN BC1

    8

    1:10SCALE

    CONCRETE

    BLOCK

    FILLED WITH C45

    CONCRETE

    4 0 0

    200

    400

    DETAIL OF COLUMN BC2

    9

    1:10SCALE

    4 0 0

    200

    2 0 0

    INSULATED

    BLOCK

    400

    2 0 0

    CONCRETE

    BLOCK

    FILLED WITH C45

    CONCRETE

    DETAIL OF COLUMN BC3

    10

    1:10SCALE

    1 7 5

    1000

    SECTION

    3

    1:10SCALE

    50mm THK. WELL

    COMPACTED

    CRUSHER FINE

    50MM THICK

    BLINDING

    1000GAUGE

    POLYTHENE

    SHEET

    WELL COMPACTED

    SOIL (TYP)

    3-T10

    2-T10

    T12@200c/c

    50MM THICK

    BLINDING

    1000GAUGE

    POLYTHENE

    SHEET

    DETAIL OF BEAM GB1

    6

    1:10SCALE

    275

    2 2 5

    150

    1 8 0 0

    FINISHED

    GROUND LEVEL

    TOP MOST COURSE

    FILLED WITH

    CONCRETE AND

    TOP SURFACE

    COPED

    150 THK.

    CONCRETE BLOCK

    MASONRY WALL

    ( V

    E R

    I F

    Y W

    I T

    H A

    R C

    H . D

    R A

    W I N

    G A

    L S

    O )

    2 2 5

    T10@200c/c

    T8@200c/c

    600

    ( M

    I N

    I M

    U M

    )

    3 5 0

    EXISTING

    GROUND LEVEL

    1 5 0

    6 0 0

    T10@200c/c

    SECTION

    4

    1:20SCALE

    200 THK.CONCRETE

    BLOCK MASONRY

    WALL WITH C45

    CONCRETE FILLING

    400

    DETAIL OF COLUMN BC4

    11

    1:10SCALE

    CONCRETE

    BLOCK

    FILLED WITH C45

    CONCRETE

    4 0 0

    200

    400

    2 0 0

    800

    3 0 0

    SECTION

    5

    1:10SCALE

    3 5 0

    600

    COMPOUND WALL

    FOUNDATION

    1000

    SECTION

    13

    1:10SCALE

    3 5 0

    600

    COMPOUND WALL

    FOUNDATION

    600

    3 5 0

    400

    2 0 0

    CONCRETE

    BLOCK

    FILLED WITH C45

    CONCRETE

    DETAIL OF COLUMN BC5

    12

    1:10SCALE

    INSULATED

    BLOCK

    600

    3 0 0

    SECTION

    14

    1:10SCALE

    3 5 0

    (ALL THROUGH REINF. NOT SHOWN FOR CLARITY.

    ONLY EXTRA REINF. SHOWN IN SECTION)

    SECTION

    1:20SCALE

    AMAS

    SITE PLAN

    CONSULTANTS

    NOTES :

    CONSULTANTS

    DESCRIPTIONNo. SIGNDATE

    KEY PLAN

    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.

    3. WORKS ARE EXECUTED AS PER DRAWING NO:

    DA029-AES-SC1A-F1-CL-ST-600 Rev-C02 AND TYPICAL SECTION ON

    GENERAL STANDARD DRAWING NO: DA029-AES-SVA-ZZ-GN-ST-003

    Rev-C02.

    DRAWN BY : SNL

    APPROVED BY: MPBCHECKED BY: RMN

    0

    DESIGNED BY:

    ORIGIN DATE : 18.04.2016 ISSUED DATE: 19.04.2016

    AMAS-VL-AB-13-ST-2012

    SHOWN @ A1

    A Subsidiary of Almoayyed Contracting Group

    SOCIAL VILLA -SC1

    FOUNDATION DETAILS

    0

    ISSUE FOR APPROVAL 11.06.2016 SNL

    jcruz Typewritten text AB-0021-R0

  • 1 6 0 0

    4 0 0 0

    1 4 0 0

    2 7 0 0

    1 8 0 0

    3 0 0 0

    4200 1600

    1 4 0 0

    54001900130018003800

    20000

    1 7 0 0 0

    1 1 0 0

    BC2 BC3

    BC3

    BC1

    BC4

    BC3

    BC2

    BC3

    BC1

    BC1

    BC3

    BC3

    BC3

    BC3

    BC2

    BC2

    BC2

    BC2

    BC2

    BC5

    BC2BC3 BC5

    BC1 BC1 BC1

    BC3

    BC3

    B6

    B 2

    BC5

    B 3

    B 1

    B 5

    B4

    HCS SLAB PANEL SHALL

    BE CHECKED WITH THE

    WATER TANK LOAD OF

    1000 LITRES CAPACITY

    1 2 0 0

    1800

    6

    6

    HCS

    150 THK.

    O

    H C

    S

    1 5

    0 T

    H K

    .

    O

    H C

    S

    1 5

    0 T

    H K

    .

    O

    H C

    S

    1 5

    0 T

    H K

    .

    O

    HCS

    150 THK.

    O

    HCS

    150 THK.

    O

    8

    8

    7 7

    55

    2 2

    HCS

    150 THK.

    O

    150 THK.RC SLAB WITH

    T8@200c/c B.W

    BC2

    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

    HDPE SHADE CLOTH ON

    APPROVED PROPRIETARY FRAME

    WITH M.S. BRACKETS ANCHORED

    TO WALL

    C

    H

    S

    1

    1

    4

    x

    3

    .

    2

    m

    m

    C

    H

    S

    1

    1

    4

    x

    3

    .

    2

    m

    m

    C

    H

    S

    1

    1

    4

    x

    3

    .

    2

    m

    m

    C

    H

    S

    1

    1

    4

    x

    3

    .

    2

    m

    m

    WATER PUMP

    PLINTH

    2 4 0 0

    7 5 0

    2 8 7 5

    +2.350SSL

    1 5 0 T

    H K

    . 1 6 0 0 m

    m H

    I G

    H P

    A R

    A P

    E T

    ( H

    A T

    C H

    E D

    A

    R E

    A )

    F O

    R V

    E R

    T I C

    A L W

    A T

    E R

    H

    E A

    T E

    R

    F I X

    I N

    G ( A

    S P

    E R

    S

    . I N

    O : 7 5 )

    9 9

    4 3 7 5

    2 2 0 0

    PC1

    PC1

    3 4 5 0

    1100

    800

    5 0 0

    150

    DETAIL OF BEAM B1

    1

    1:15SCALE

    POLYSTYRENE END PLUG

    (TYP)/APPROVED DETAIL

    AS PER SUPPLIER

    4 0

    0

    H C

    S

    200

    DETAIL OF BEAM B2 & B3

    2

    1:15SCALE

    200

    3 0

    0

    H C

    S

    H C

    S

    JOINT GROUT

    (TYP)

    DETAIL OF BEAM B4

    3

    1:15SCALE

    225

    3 0

    0

    H C

    S

    150

    150 THK. PARAPET WALL.

    REFER DRG. NO.

    DA029-AES-SV-ZZ-GN-ST-003

    FOR DETAILS (TYP)

    100 125

    DETAIL OF BEAM B5

    4

    1:15SCALE

    225

    3 0

    0

    H C

    S

    150

    DETAIL OF BEAM B6

    5

    1:15SCALE

    4 0

    0

    2-T12

    T8@200c/c

    2-T16

    225

    OUTSIDE

    INSIDE

    2 0

    0

    200

    CONC. BLOCK

    2-T16

    SECTION

    6

    1:10SCALE

    7 0

    3 0

    3 0

    200

    12mm THICK END PLATE

    8mm THICK STIFFENER PLATE

    CHS 114x3.2mm

    FRONT VIEW SIDE ELEVATION

    7 0

    7 0

    2 0

    0

    3 0

    3 0

    7 0

    70 3030 70

    2 0

    0

    7 0

    7 0

    2 0

    0

    3 0

    3 0

    FABRIC CLAMPING PLATES FABRIC

    THREADED

    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

    60

    5 0

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