ARCHITECTS PROJECT DETAILS - Hiiraan · 2020-05-12 · GeConsult Client: Project title: Content :...

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ARCHITECTS PROJECT DETAILSContent :Client: Project title:GeConsult

Office No. 529,5th Floor, 680 Hotel Building,Muindi Mbingu Street,Off Kenyatta Avenue.

ARCHITECTURE & ENGINEERING CONSULTANTS

[email protected] Box 103525 - 00101 Nairobi,KenyaTel:+254 724 008 839 / +254 725 178 875

Implementation Partner: Grant No.:

KIS062LUUQ YOUTH CENTREJUBALANDSTATE OFSOMALIA

ARCHITECTURALDRAWINGS

IOM/SSI


ARCHITECTS PROJECT DETAILSContent :Client: Project title:GeConsult




Implementation Partner: Grant No.:

KIS062LUUQ YOUTH CENTREJUBALANDSTATE OFSOMALIA


IOM/SSI

REHABILITATION OF LUUQ YOUTH CENTREGRANT NO.: - KIS062

SHEET NO. CONTENTSCOVER SHEET

INDEX SHEET

GPS COORDINATES

SITE PLAN

SET OUT PLAN

OFFICE BLOCK PLANS

OFFICE BLOCK ELEVATIONS

OFFICE BLOCK ELECTRICALS

OFFICE BLOCK MECHANICAL

OFFICE BLOCK ANALYSIS SHEETS

HALL FLOOR PLAN, ROOF PLAN & SECTION

HALL ELEVATIONS

HALL ELECTRICALS

SEPTIC TANK

BOUNDARY WALL DETAILS

3 DIMENSIONAL PROJECTIONS

01

03

02

04

05

06

07

08 -13

14

15

16

17

18

3D-01 to 3D-05


Client: Project title:

ARCHITECTSGeConsultOffice No. 529,5th Floor, 680 Hotel Building,Muindi Mbingu Street,Off Kenyatta Avenue.

PROJECT DETAILS Drawing Tittle:

Drawn by: Sheet No. Scale:

Revision No.

Checked & Approved by:

Date:

Hassan Abdisamad

July 2017



Implementation Partner: --

A. KaranjaJUBALANDSTATE OFSOMALIA

LUUQ YOUTH CENTRE-KIS062IOM/SSI

3.79361N, 42.54477E

INDEX SHEET

-- --

ARCHITECTURAL DRAWINGS






Revision No.


Date:

Hassan Abdisamad

July 2017






Prop

osed

Sep

ticTa

nkLo

catio

n

Com

pact

ed w

alkw

ays &

Pa

rkin

g MA

IN E

NTR

Y

OFF

ICES

& T

OIL

ETS

HA

LL

SITE PLAN

01 1:125







Revision No.


Date:

Hassan Abdisamad

July 2017






4,000

4,000

4,000

1,300

3,506

4,000

4,000

4,000

29,00

0

12,25

01,0

0030

03,2

0012

,250

29,00

0

4,000

4,000

4,000

4,800

4,000

4,000

4,000

37,000

37,000

4,0004,0004,0004,00070015,2009004,000

4,0001,68016,0003,1204,0004,0004,000

1,940

7,650

15,020 5,580

12,600

21,00

0

Prop

osed

Sep

ticTa

nkLo

catio

n

Com

pact

ed w

alkw

ays &

Pa

rkin

g MA

IN E

NTR

Y

OFF

ICES

& T

OIL

ETS

HA

LL

SET OUT PLAN

02 1:125







Revision No.


Date:

Hassan Abdisamad

July 2017






A B C D E

1

2

3

4

5

6

7

8

3,500

450

2,220

900

3,110

700

1,620

700

600

1,700

950

600

950

4,000

3,775

450

4,850

2,700

2,300

3,601

1,299

2,850

22,00

0

2,230 900 1,770 965 1,600345

1,200345

1,600 795 1,780 900 2,220 4,500

4,900 6,400 4,900 4,500

21,150

4,900 6,400 4,900 4,500

21,150

3,775

450

4,900

2,700

2,250

3,601

1,299

2,850

22,00

0

3,950

2,220

900

4,030

900

4,030

900

2,220

2,850

4,9501,7809002,220395

1,0001,2009001,0601,000395

2,2269002,223

3,000250

1,200

1,450250

2,750

Corridor

Corridor

CorridorRoom 3

Room 1 Room 2

Room 2

Room 2

Toilet

Toilet

Store

Ceramic tiles f.f.300mm x 300mm

open arch on top


Ceramic tiles f.f.300mm x 300mm Ceramic tiles f.f.

300mm x 300mm








PorchCeramic tiles f.f.300mm x 300mm

E-01

E-02

E-03

E-04

OFFICE BLOCK FLOOR PLAN

03 1:120







Revision No.


Date:

Hassan Abdisamad

July 2017






A B C D E

8 7 6 5 4 3 2 1

1 2 3 4 5 6 7 8

E D C B A

4,899 6,400 4,900 4,500

4504,850 2,700 2,300 3,601 1,299 2,850

4,500 4,900 6,400 4,899

450

3,600

450

3,600

450

3,600

450

3,600

200mm thick R.C. Slab roof

New 900mm (W) X 2300mm(H) steel casement windowsto fabricators details

New 1600mm (W) X 2300mm(H) steel casement windows tofabricators details

New 1600mm (W) X2400mm (H) steel doubledoor to fabricators details



450mm thick masonry walls,plastered and painted to approval


New 900mm (W) X2300mm (H) steelcasement windows tofabricators details

New 900mm (W) X 2400mm (H) steelswing door to fabricators details

Floor Level

Roof Level

G.L+450

+4,050

Floor Level

Roof Level

G.L+450

+4,050

Floor Level

Roof Level

G.L+450

+4,050

Floor Level

Roof Level

G.L+450

+4,050

ELEVATION E-01

ELEVATION E-02

ELEVATION E-03

ELEVATION E-04

OFFICE BLOCK ELEVATIONS

04 1:120







Revision No.


Date:

Hassan Abdisamad

July 2017






3,000250

1,200

2502,750

3,000250

1,200

2502,750

Corridor

Corridor

CorridorRoom 3

Room 1 Room 2

Room 2

Room 2

Toilet

Toilet

Store

open arch on top

Porch

Corridor

Corridor

CorridorRoom 3

Room 1 Room 2

Room 2

Room 2

Toilet

Toilet

Store

open arch on top

Porch

OFFICE BLOCK LIGHTING LAYOUT OFFICE BLOCK POWER LAYOUT

LEGEND1 gang 1 way switch

4 gang 1 way switch

Twin Socket with switch

4 way conumer unit

Lighting mains

Lighting circuits

Power circuits

OFFICE BLOCK ELECTRICALS

06 1:120







Revision No.


Date:

Hassan Abdisamad

July 2017






Ball Valve

Gate Valve

Ball Valve

Gate Valve

Corridor

Corridor

CorridorRoom 3

Room 1 Room 2

Room 2

Room 2

Toilet

Toilet

Store

open arch on top

Porch

Corridor

Corridor

CorridorRoom 3

Room 1 Room 2

Room 2

Room 2

Toilet

Toilet

Store

open arch on top

Porch

750mm x 650mmMANHOLE



INSPECTIONCHAMBER

INSPECTIONCHAMBER

32mm Ø pvc piping

OFFICE BLOCK PLUMBING LAYOUT OFFICE BLOCK DRAINAGE LAYOUT

Ball Valve

Gate Valve

Ball Valve

Gate Valve

OFFICE BLOCK MECHANICALS

07 1:120







Revision No.


Date:

Hassan Abdisamad

July 2017






R.C. SLAB ROOF

Cut off the tree branches extending ontothe R.C. slab roof of the building.

Clear all accumulated leafs and othermaterial from the roof, scrub all loosematerial until clean.

Fill chipped off areas with approvedConcrete mix to structural engineersapproval.

Hack and remove all eroded plaster,Providing 25mm thick protective cementand sand screed, laid to fall towardsdrains.

OFFICE BLOCK ANALYSIS SHEET 01

08 --







Revision No.


Date:

Hassan Abdisamad

July 2017






R.C. SLAB ROOF

Cut off the tree branches extending ontothe R.C. slab roof of the building.

Clear all accumulated leafs and othermaterial from the roof, scrub all loosematerial until clean.

Fill chipped off areas with approvedConcrete mix to structural engineersapproval.

Hack and remove all eroded plaster,provide 15mm thick cement plasterand approved waterprofing tominimize deteroriation.


09 --







Revision No.


Date:

Hassan Abdisamad

July 2017






INTERNAL WALLS

The following is the scope of works to becarried out on walls:

Hacking and removing all erodedplaster, provide 15mm thick cementplaster for external and 12mm thickcement plaster for internal, after thatpainting to approval.

The plinth at the base of the building tobe cleaned, filled with approvedcement, plastered and painted toapproval


10 --







Revision No.


Date:

Hassan Abdisamad

July 2017






TOILETS

Hack and remove all eroded plaster, clean and scrub offdebri and fix 150mm x 150mm wall tile up to 1800mm heightfrom floor finish.

Install 300mm x 300mmm ceramic tiles on the floor.

Provide and fix all sanitary wares as indicated on drawings


11 --







Revision No.


Date:

Hassan Abdisamad

July 2017






FLOORING

Hack existing floor finish off.

Clean and clear debri on the floor readyfor floor tiles installation

Fix 300mm x 300mm ceramic floor tiles onthe floor.


12 --







Revision No.


Date:

Hassan Abdisamad

July 2017






DOORS & WINDOWS

Demolish and remove all existing doors and windows while maintainingthe size of the opening. Where the opening edges have chipped off orare eroded, fix with approoved material as per Structural Engineer'sadvice.

Provide and fit Steel casement windows as per schedule.

Provide and fit all external and internal doors as per the scheduleprovided


13 --







Revision No.


Date:

Hassan Abdisamad

July 2017






1

2

A B

7,800

16,00

0

FALL

150m

m x

150

mm

G.I.

She

et G

utte

r

28 gauge Box profileG.I. Sheet Roof

1

2

A B

800200

6,600200

200

1,450

1,200

1,600

1,600

1,150

1,600

1,150

1,600

1,600

1,200

1,450

200

16,00

0

7,800

800200

6,600200

7,800

16,00

0

4,000

3,900

3,900

4,000

+450

200mm thickHollow blocks wall

300mm x 300mmCeramic tiles f.f.

HALL

E-01

E-02

E-03

E-04

HALL FLOOR & ROOF PLAN

14 1:100







Revision No.


Date:

Hassan Abdisamad

July 2017






B A 1 2

A B 2 1

6,800 15,800

6,800 15,800

1,000

2,300

1,6001,200

2,360

34060

0

1,600 1,600 1,200

2,400

300 60

0

2,300

2,300

450

3,700

28 gauge box profile G.I.sheet roof on sawn timber

truss at 15 degrees roof pitch

New 1600mm (W) X2400mm (H) steel doubledoor to fabricators details


200mm thick hollowblock masonry wall,

plastered and painted toarchitect's approval

200mm thick hollow block masonrywall, plastered and painted to

architect's approval

ELEVATION E-01 ELEVATION E-02

ELEVATION E-03 ELEVATION E-04

Floor Level

Roof Level

G.L+450

+4,150

Floor Level

Roof Level

G.L+450

+4,150

Floor Level

Roof Level

G.L+450

+4,150

HALL ELEVATIONS

15 1:100







Revision No.


Date:

Hassan Abdisamad

July 2017






1

2

A B

1

2

A B

800200

6,600200

200

1,450

1,200

1,600

1,600

1,150

1,600

1,150

1,600

1,600

1,200

1,450

200

16,00

0

7,800

800200

6,600200

7,800

16,00

0

4,000

3,900

3,900

4,000

800200

6,600200

200

1,450

1,200

1,600

1,600

1,150

1,600

1,150

1,600

1,600

1,200

1,450

200

16,00

0

7,800

800200

6,600200

7,800

16,00

0

4,000

3,900

3,900

4,000

HALL LIGHTING HALL POWER

HALL ELECTRICALS

16 1:100







Revision No.


Date:

Hassan Abdisamad

July 2017









Client: Implementation PartnerARCHITECTS

GeConsultARCHITECTURE & ENGINEERING CONSULTANTS



PROJECT DETAILSContent:

REHABILITATION OF GOOFGUDUUD MCH

REHABILITATION

GOOF GUDUUDADMINISTRATION

SHEET NO. REVISION

Project title

Drawn by:Checked by:

W.DHassan Abdisamad

SOMALIASTABILIZATIONINITIATIVE (SSI)

Y-Y

Y-Y

X-X X-X

150

1,4

00

150

100

350

120

150

120

150

450

100

550

250

400

400

150

500

250

1,000

600

200

150

450

150

150 600 200

200 3,200 200

GL

IL

GL

150mm THKBLOCK WORK

F2

12mm WATER PROOF CEMENT-SAND PLASTER

GL

A

12mm WATER PROOFCEMENT -SAND RENDERING

B C

TWL

INLET MANHOLEOUTLET MANHOLE

GL

450X600mm MANHOLECOVER AND FRAME

200mm THKBLOCK WORK

12mm WATER PROOFCEMENT-SAND PLASTER

WATER LEVEL

E

450X600mm MANHOLECOVER AND FRAME

GL

6" PERFORATED CLAY ORPITCH FIBRE PIPES 600mmLONG WITH 50mm OPEN JOINTS

GL

POLYTHENE SHEET ORANY OTHER APPROVEDMATERIAL

COMPACTED MURRAM

CRUSHED STONES

FRENCH DRAIN DETAIL

PLAN WITH COVERSLAB REINFORCEMENT

450X600mmMANHOLE COVER

BA

D

C

E

TO FRENCH DRAIN ORSOAK PIT AS SPECIFIED

1350

1350

1350

1350

3300

LITRES

900

CAPACITY

900

NUMBEROF

PERSONS

750

300

600

900

GALLONS

1200

1500 6800

11-20

21-30

400

5440 31-40

UPTO TO 10

DIMENSIONS IN MILLIMETRES

1300

3200

F

750

D2200

4080

2720

1360

EA C

950

850

600 2900

3500

700

1400

1300

1100

900

1400

1300

1200

1100

6800

5440

4080

2720

1360

41-50 1000

900

F2B300

150mm THK STONEBLOCKS TO DRAIN INVERT

'H' DEPTH OF SOAK PIT AS SPECIFIEDOR DIRECTED BY DRAWING

SOAK PIT DETAIL

1000 C/C

GL

150mm THKCONC. BLOCKS

GL

'H'V

arrie

s

SECTION Y-YSECTION X-X

NOTES1. CONCRETE TO BE 1:2;3 3/4" GRADED AND TO BE ACCORDING

TO GENERAL SPECIFICATION.2. REINFORCEMENT TO BE MILD STEEL TO BS 785.3. MINIMUM COVER TO BARS SHALL BE 25mm.4. 1:2 CEMENT SAND RENDERING ON WALLS AND SCUM BAFFLES.

LIGHTLY COMPACTEDSUITABLE SPORT FILLINGS

C1 4 • INLET PIPE 10mm • MAIN BAR

8mm • MAIN BAR AT300mm C/C

C1 4 • OUTLET PIPE

200mm thBLOCK WORK

100mm th. CONCRETEFOUNDATION MIX 1:3:6

200mm th.BLOCK WORK

150 mm CONCRETE 1:2:4 - 3/4 GRADED

12mm • MAIN BARS AT 300mm CENTRES

8mm • DISTR. BARS AT 200mm CENTRES

12mm • BARS AT 150mmCENTRES BOTH WAYS

12mm • MAIN BARSAT 200mm CENTRES

8mm • MAIN BAR AT200mm C/C

12mm • MAIN BARS AT 300mm CENTRES

TO SOAK PIT

14

SEPTIC TANK

17 1:100







Revision No.


Date:

Hassan Abdisamad

July 2017






4,000 4,000

300X300x2800mmR.C columns

200mm thick concretehollow blocks walling

BOUNDARY WALL - FOOTING LAYOUT

A

A

B

B

200

D.O.S

2,700

200

2,500

600x200mm deep R.C stripfoundation to S.E details `

Rubble stone

200mm thick concretehollow block walling with50mm thick coping

G.LG.L

SECTION A-A

200

D.O.S

2,800

200

2,600

600x200mm deep R.C stripfoundation to S.E details `

Rubble stone

200mm thick concretehollow block walling with50mm thick coping

G.LG.L

SECTION B-B

3600x2700 mmhigh steel gate

1000x2700mmhigh steel gate

ACCESS GATE

300x300x2800mm High R.CBoundary wall with 50mm

thick coping

2,700mm high masonry block wallwith 50mm thick coping plastered andpainted to approval

4,000 4,000 4,000 4,000

BOUNDARY WALL - ELEVATION

BOUNDARY WALL DETAILS

18 1:100







Revision No.


Date:

Hassan Abdisamad

July 2017






3 DIMENSIONAL PROJECTION

3D-01 N/A







Revision No.


Date:

Hassan Abdisamad

July 2017







3D-02 N/A







Revision No.


Date:

Hassan Abdisamad

July 2017







3D-03 N/A







Revision No.


Date:

Hassan Abdisamad

July 2017







3D-04 N/A







Revision No.


Date:

Hassan Abdisamad

July 2017







3D-05 N/A


ARCHITECTS PROJECT DETAILS - Hiiraan · 2020-05-12 · GeConsult Client: Project title: Content :...

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