IOM Recovery Durable Solutions (RDS) Unit€¦ · Roof on wooden trusses to be painted New Masonry...

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REHABILITATION OF AFMADOWLIVESTOCK MARKET

IOMRecovery DurableSolutions (RDS) Unit


Project Tittle::

PROJECT DETAILS Drawing Tittle:

Drawn by: Sheet No. Scale:

Revision No.

Checked & Approved by:

Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019

REHABILITATION OF AFMADOW LIVESTOCK MARKET

ARCHITECTURAL DRAWINGS

IOMReintegration and Durable Solutions

(RDS) Unit

Sheet No. Content

A-01

A-02

A-03

A-04

A-05

A-06

A-07

3D-01

3D-02

3D-03

3D-04

3D-05

Existing Site Plan

Proposed Site Plan

Covered Shed Plan and Roof Plan

Ablution Block

New Openings' Schedule

Electrical Layout

Mechanical Layout

3D Projection 01

3D Projection 02

3D Projection 03

3D Projection 04

3D Projection 05

G-01 Index Sheet

Covered Shed Elevations

Covered Shed Section, Security Room, Water Tower

A-08

E-01

Existing Site Photos

M-01

INDEX SHEET

G-01 N/A


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

12,7

84

130,000

100,

000

19,175

EXISTINGRESTING SHED

OPEN PLAIN GROUNDS

EXISTING SITE PLAN

A-01 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

A B

0

1

A B

0

1

40,3

00

14,300

1,10

0

1,10

0

5,150 5,150

19,175

12,7

84

3,20

0

11,190

130,000

100,

000

48,4

003,

200

48,4

00

65,4003,200

61,400

48,4

003,

200

48,4

00

100,

000

130,000

18,800 18,800

48,600

CATTLEPADDOCK

1

GOATPADDOCK

CAMELPADDOCK

NEWABLUTION

BLOCK

REFURBISHEDRESTING

SHED

NEW PARKING

WATERING TROUGH

WATERING TROUGH

PROPOSED SITE PLAN

A-02 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

AB

CD

012

6005,592

6005,592

6005,592

6006,192

6,1926,192

19,175

6005,492

6005,492

6006,092 6,092

12,784

6005,492

6005,492

600

6,092 6,092

12,784

6005,592

6005,592

6005,592

600

19,175

6,1926,192

6,192

+200

+100+100

+100+100

New

1000mm

(H) m

asory wall

around the shed.

E-01

E-02

E-03

E-04

S-01

S-01

NEW MASONRY BENCHES

NEW MASONRY BENCHES

RAMPRAMPNEW FLOOR SLABcement screed f.f.

COVERED RESTING SHED PLAN

AB

CD

012

FALL

FALL

FALL

COVERED RESTING SHED PLAN

COVERED SHED FLOOR AND ROOF PLAN

A-03 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

A B C D

2 1 0

D C B A

6,192 6,192 6,192

6,092 6,092

6,192 6,192 6,192

300

1,000

3,500

5,533

300

1,000

3,500

5,533

300

1,000

3,500

5,533

New 1000mm (H) masorywall around the shed.Plastered and painted toArchitects approval

New 1000mm (H)masory wall aroundthe shed. Plasteredand painted toArchitects approval

New 200mm (H)Concrete floor Slabwith cement sandscreed finish toArchitects approval

Existing G.I. SheetRoof on woodentrusses to be painted

New 1000mm (H)masory wall aroundthe shed. Plasteredand painted toArchitects approval

Existing R.C Columnsand beams to berepainted




G.LFloor Level

Half wall Level

Roof Level

Highest Roof Point

G.LFloor Level

Half wall Level

Roof Level

Highest Roof Point

G.LFloor Level

Half wall Level

Roof Level

Highest Roof Point

ELEVATION E-01

ELEVATION E-03

ELEVATION E-02

COVERED SHED ELEVATIONS

A-04 1:100


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

0 1 2

2 1 0

A B

0

1

0 1 A B

A B

0

1

A B

0

1

B A

1 0

A B

0

1

AB 0 1A

6,092 6,092

6,092 6,092

1,200 1,200

3,050

3,000

300

1,000

3,500

5,533

300

1,000

3,500

5,533

3,050

3,00

070

01,

500

1,00

0

3,20

0

3001,500

300900

250

3,250

1,200

1,400

1,20

01,

400

1,00

0

200

2,35

047

0

200

1,00

01,

020

200

1,00

01,

020

1,700

1,70

02,

000

2,0001,700 1,700

150

2,70

015

055

0

150

2,70

015

055

0


New 6x1 timberfascia board paintedto approval


New Masonry Rest benches. Plasteredand painted to architects approval

G.LFloor Level

Half wall Level

Roof Level

Highest Roof Point

G.LFloor Level

Half wall Level

Roof Level

Highest Roof Point

FALLFALL

FALL

FALL

ELEVATION E-04

SECTION S-01

SECURITY ROOMcement sand

screed f.f.

PLAN ROOF PLAN FRONT ELEVATION

SIDE ELEVATIONPLAN FRONT ELEV. SIDE ELEV.

PLAN FRONT ELEV. SIDE ELEV.

SECURITY SHED DETAILS

WATER TOWER DETAILS

COVERED SHEDSECTION, SECURITY ROOM & SHED,WATER TOWER

A-05 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

A B C D E F G H I J 0 1 2 3

J I H G F E D C B A3 2 1 0

A B C D E F G H I J

0

1

2

3

3 2 1 0

A B C D E F G H I J

0

1

2

3

300600

400600

400600

400600

400600

845600 500 600

845600

400600

400600

300

1,000 1,500 1,300 2,600 1,300 1,500 1,990

1,000 1,000 1,000 1,000 1,000 2,990 1,000 1,000 1,00011,190

1,000 1,000 1,000 1,000 1,000 2,990 1,000 1,000 1,000

11,190

250

900

503,

200

1,20

01,

500

1,50

04,

400

250

900

503,

200

1,20

01,

500

1,50

04,

400

1,000 1,000 1,000 1,000 1,000 2,990 1,000 1,000 1,000 1,500 1,500 1,200

1,000 1,000 1,000 2,990 1,000 1,000 1,000 1,000 1,000 1,200 1,500 1,500

1,200 1,500 1,500

200

120 40

048

0

150

1,050

2,5502,940

3,540

150

1,050

1,950

2,5502,940

3,540

1,800

1,50

0

200

1,00

0

1,500 1,500

New Soak Pit behindAblution Block

200mm Masory Wallsplastered and paintedto architects approval

Squatting Toiletwith drain pipeinclined into thesoak pit

New 28 gauge box profile G.I Sheet roof onsawn timber trusses at 25 deg. inclination angle

New 28 gauge box profile G.I Sheet roof onsawn timber trusses at 25 deg. inclination angle

New 28 gauge box profile G.ISheet roof on sawn timber trussesat 25 deg. inclination angle

50mm dia.M.S. Topbar50mm dia. round

M.S. posts at1500mm apart

7No. 25x25mmM.S. Balustersbetween postsonthe top side.

9No. 25x25mm M.S.Balusters between postson the bottom side.

200X200mm R.C.Gateposts on eitherside of the gate.FA

LLFA

LL

FALL

FALL FALL

FALLFALL

FALL

G.LFloor Level

Window sill level

Highest Roof Point

Lintel LevelRoof Level

G.LFloor Level

Window sill level

Highest Roof Point

Lintel LevelRoof Level

Window sill level 2

ABLUTION BLOCK PLAN

ELEVATION E-01

ELEVATION E-03

ELEVATION E-02

ELEVATION E-04

SECTION S-01ABLUTION BLOCK ROOF PLAN

E-01

E-02

E-03

E-04

S-01

PADDOCK PARTITIONING DETAILS

200

120 40

048

0

1,800

1,50

0

200

1,00

0

1,500 1,500

50mm dia.M.S. Topbar50mm dia. round

M.S. posts at1500mm apart

7No. 25x25mmM.S. Balustersbetween postsonthe top side.

9No. 25x25mm M.S.Balusters between postson the bottom side.

200X200mm R.C.Gateposts on eitherside of the gate.

PADDOCK PARTITIONING DETAILS

WASHROOMS, PADDOCK PARTITION AND GATE

A-06 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

1,800

1,50

0

3,200

2,40

0

750

2,40

0

600

600

900

2,40

01,

500

1,500

OPENING NAME QTY.

TIMBER PANEL SWING DOOR WITHLOCKABLE DOOR LATCHAND 3 WELDED HINGES

M.S HEAVY METAL DOUBLE SWING GATEBOITED TO 300x300MM REINFORCEDCOLLUMN ON EITHER SIDES.

WIDTH HEIGHT

D-01

D-02

W-01

W-02

G-01

G-02

3

8

3

10

9

3

M.S HEAVY METAL DOUBLE SWING GATEBOITED TO 200x200MM REINFORCEDCOLLUMN ON EITHER SIDES.

M.S. CASEMENT WINDOW WITH 4mmGLASS PANES TO FABRICATOR'S DETAILS

PRECAST CONCRETE VENTILATIONBLOCKS FOR ABLUTION BLOCK ANDSECURITY ROOM

FLUSH SWING DOOR WITHDOOR LATCH AND 3 HINGESFOR TOILET CUBICLES

900

750

2400

2400

1500 1500

600 600

1800 1500

3200 2400

OPENINGS SCHEDULE

A-07 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

EXISTING SITE PHOTOS

EXISTING SITE PHOTOS

A-08 As Shown


Project Tittle::

CLIENT PROJECT DETAILS Drawing Tittle:


Revision No.


Date:

--

D..Salah

IMPLEMENTING

JAN. 2019


ELECTRICAL DRAWINGS


(RDS) Unit

ABLUTION BLOCK LIGHTING

Legend

4ft flourescent Light

Ceiling mounted light

2 gang 1 way switch

Lighting circuit

Twin socket with switch

Consumer unit

Distribution Board

Power Distribution Circuit

RAMPRAMP

RESTING SHED LIGHTINGA B

0

1

REFURBISHEDRESTING

SHED

NEW PARKING

SECUTITY ROOM LIGHTING

ELECTRICAL LAYOUT

E-01

SITE POWER DISTRIBUTION LAYOUT

As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019


MECHANICAL DRAWINGS


(RDS) Unit

A B

0

1

GOATPADDOCK

CAMELPADDOCK

GOATPADDOCK

3

REFURBISHEDRESTING

SHED

NEW PARKING

WATERING TROUGH WATERING TROUGH

WATERING TROUGHWATERING TROUGHWATERING TROUGH

Legend

Gate valve

PVC Pipe layout

PLUMBING LAYOUT

M-01 As Shown


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

200

600

200

300

100F1(1

500)

F2

100

E

200 50

0

200 800 200 D 200 800 200

EA B C

10mm waterproof rendering150mm base concrete

slab reinforced with BRC142 on well compacted

hardcore to S.E. approval

To sub-soil irrigation

T W L

Invert level ofincoming drain

G.L

190mm masonry with10mm rendering on bothsides.

G.L G.L G.L

OutletMH

600x450mm mh cover & frame1200 mm R.C. Cover Slab

InletMH

PLAN

H

G

H

SECTION G - G SECTION H -H

G

TYPEDIMENSIONS IN MM

ACAPACITYIN LITRES

No. OFPERSONS

DESLUDGINGINTERVAL

(YRS) B C D E F1 F2

A

B

E

D

C

800

4000

3000

6000

9000

800

12000

800

15000

1200

10 1000

1600

1600

1000

20

30

40

50

2

2

2

2

2

800

800

1400

1400

800

1200

1400

1400

3000

3600

3600

4000

1400

1800

2000

2400

1200

1500

1500

1500

1500

1400

1400

1400

1300

1200

1. Cover slab to be reinforced with 10mm dia. bar at100mm c/c ( conc. 20 / 20 mix 1:2:4)

2. Base slab to be conc. class mix 1:3:63. Outlet and inlet pipes to be 100mm dia. cast iron.4. Scum buffle to be 100mm thick reinforced with 2 No.

100mm at both ends conc 80(20)5. Dividing wall to be 100mm thick conc. class 20(20)

reinforced with weld mesh No. 65.

NOTES,

As Shown

Septic tank


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit

3 DIMENSIONAL PROJECTION

3D-01 N/A


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit


3D-02 N/A


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit


3D-03 N/A


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit


3D-04 N/A


Project Tittle::



Revision No.


Date:

--

D.Salah

CLIENTIMPLEMENTING

JAN. 2019




(RDS) Unit


3D-05 N/A

IOM Recovery Durable Solutions (RDS) Unit€¦ · Roof on wooden trusses to be painted New Masonry...

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Transcript of IOM Recovery Durable Solutions (RDS) Unit€¦ · Roof on wooden trusses to be painted New Masonry...