Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

20 x 150 = 3,000

1 2 3 4 5 6 7 8 9 10 11

12

1314151617181920

RG

1.0m

4.0 m

1.65 m

2.65 m

3.4 m

3.9

m

1.5 m

3.2 m

10.5 m

SEPT

IC T

ANK

SOA

K P

IT

ENTR

AN

CE

/ EXI

T

SLID

ING

GAT

E

RO

AD

R

ES

ER

VE

L[ ]02 SITE PLAN SCALE 1:150 (On A1)

N

PARKING

LAWN

PLOT 143516.3 m

17.9 m

25.0

m

19.2

m

6.7 m

6.0 m

AC

CE

SS

R

OA

D

PLOT 1437

CA

R P

OR

T

DU

CT

SHW

RTR

AY

W/C

WH

B

SHW

RTR

AY W/C

WH

B

Cer

amic

Tile

s

DIN

ING

RO

OM

MH

MH

MH M

Hgt

gt

gt

W6

pv

W5

pv

W1

pv

W3

pv

W1

pv

W1

pv

D4

pv

W6

pv

W6

pv

W5

pv

W5

pv

W1

pv

W1

pv

D4

pv

D3

pv

D2

pv

D4

pv

D4

pv

D2

pv

D2

pv

D1

svp

gt

MH

gt

RO

AD

R

ES

ER

VE

LAWN

LAWN

LAWN

PAVED WAY

PAVED WAY

PAVED WAY

LAVA

RATO

RY

LAVA

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RY

LOU

NG

E

BED

RO

OM

1

KIT

CH

EN

STO

RE

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ENTR

AN

CE

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BY

BED

RO

OM

2

VER

AN

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H

Cer

amic

tile

s f.

f

Cer

amic

tile

s f.

f

Cer

amic

tile

s f.

f

Cer

amic

tile

s f.

f

Cer

amic

tile

s f.

f

Cer

amic

tile

s f.

fC

lay

tiles

f.f

Cer

amic

tile

s f.

f

Cer

amic

tile

s f.

f

Cla

y til

es f

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Broo

m F

inis

hed

Scre

ed f.

f

01

GROUND FLOOR PLAN

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

20

x 15

0 =

3,00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

RG

1,550 3,200 2,700175 425

3,012349

1,239 85073210

327129

14,650200

1,350200

3,000200

3,100200

3,400200

1,650200

950

1,550 3,400100

800 450 1,500 451 700 1,800 1,425 1,000 525 950

1,550 3,200 2,700175 425

3,012349

1,239 85073210

327129

14,650

2001,350

2003,000

2002,500

2005,000

200650

200950

1,550 3,200 1,404 1,200 496 1,800 1,000 1,800400

1,800

701,

050

187

946

8533

12,

683

813

287

2,00

035

01,

050

2,15

070

01,

000

13,9

50

2,30

020

04,

000

200

2,15

020

065

015

01,

150

150

1,60

020

080

0100

100

2,30

027

51,

000

1,85

01,

000

450

1,80

017

54,

100

1,00

0

701,

050

187

946

8533

12,

683

813

287

2,00

035

01,

050

2,15

070

01,

000

13,9

50

2,30

020

06,

000

200

3,35

020

01,

500

100

100

2,30

020

02,

900

200

1,70

01,

000

200

1,37

51,

000

1,37

525

01,

000

450

CAR PORT

DINING ROOMCeramic Tiles

W/C

WHB

SHWRTRAY

WHB

W/C

SHWRTRAY

DUCT

D1

svp

MH

gt

TO SEPTIC TANK

L[ ]03 GROUND FLOOR PLAN SCALE 1:75 (On A1)

L[ ]06

L[ ]05

L[ ]05

L[ ]07 L[ ]09

L[ ]08

D2 pv

D2 pv

D2 pv

D3 pv

D4 pv

D4 pv

D4 pv

D4 pv

W1 pv W1 pv

W1 pv

W1 pvW3 pv

W1 pv

W5 pv

W5 pv

W5 pv

W6 pvW6 pv

W6 pv

gt

gt

gt

gt

MH

MH MH MH

BEDROOM 1

KITCHEN

STORE

VERANDAH

ENTRANCELOBBY

BEDROOM 2

LAVARATORY

LAVARATORY

VERANDAH

LOUNGE

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Clay tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Clay tiles f.f

Ceramic tiles f.f

Broom Finished Screed f.f

02

SECTION

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

1,550 3,200 2,700175 425

3,012349

1,239 85073210

327129

701,

050

187

946

8533

12,

683

813

287

2,00

035

01,

050

2,15

070

01,

000

2,100

2,40

0

2,30

027

51,

000

1,85

01,

000

275

175

1,80

017

52,

075

1,00

01,

025

1,00

0

2,30

020

04,

000

200

2,15

020

085

020

02,

650

200

800

200

13,9

50

2001,350

2003,000

2003,100

2005,250

200950

14,650

1,550 4,050 1,800 850 1,500 1,000 2,950 950

701,

050

187

946

8533

12,

683

813

287

2,00

035

01,

050

2,15

070

01,

000

1,41

788

320

05,

000

900

100

1,37

51,

000

1,37

51,

700

2,30

020

06,

000

200

3,35

020

01,

500

200

13,9

50

1,550 3,200 2,700175 425

3,012349

1,239 85073210

327129

2001,350

2003,000

2002,500

2005,000

200650

200950

14,650

1,550 800 1,800 600 1,400 1,200 500 1,800 1,600 1,200400

850 950

R 4.000

W.I.C(Walk In Closet)

Ceramic Tiles

W/C

WHB SHWRTRAY

WHB

W/C

SHWRTRAY

WHBW/C

SHWRTRAY

JACCUZI

DUCT

SHOE RACK

L[ ]04 FIRST FLOOR PLAN SCALE 1:75 (On A1)

L[ ]06

L[ ]05

L[ ]05

L[ ]07 L[ ]09

L[ ]08

D1 pv

D2 pv

D3 pv

D3 pv

D3 pv

D4 pv

D4 pv

D4 pv

W1 pv

W1 pv

W2 pv

W2 pv

W4 pv

W5 pv

W5 pv

W6 pv

W6 pv

W6 pv

W6 pv

BEDROOM 3

LOBBY

LAVARATORY

MASTER LAVARATORY

BALCONY

COVERED TERRACE

LAVARATORY

BEDROOM 4

MASTER BEDROOM

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

Ceramic tiles f.f

03

ELEVATIONS

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

6,640

600

1,80

04,

200

2,80

020

02,

700

300

2,40

040

020

03,

000

CEILING DETAILSPlaster on metal lathe ceiling

- 25mm thick screed on- 150mm thick mix 1:3:6 Concrete slab on- 100mm thick sand blinding on- 300mm thick hardcore on- well compacted earth.

- 230mm masonry wall on-690mm x 230mm strip footing on- well compacted earth to S.E's Details

Ground Level - 300.0 mm

Lower Entrance Level + 0.00 mm

1000 mm high M.sbalcony railingsto approval

StaircaseNo. of Risers=20@150mmNo. of Treads=19 @275mmAll to S.E's details

L[ ] 05 SECTIONScale 1:75 (On A1)

F

Upper Ground FloorLevel + 600.0 mm

Ground Level - 300.0 mm

First Floor Level+ 3600.0 mm

Ceiling Level+ 6,600.0 mm

Upper Ground FloorLevel + 600.0 mm

First Floor Level+ 3600.0 mm

Ceiling Level+ 6,600.0 mm

KITCHENKITCHENPATIO

BEDROOM

STAIRCASE

BALCONY

VERANDAH

ROOF CONSTRUCTION DETAILSRoof pitch angle 27o

IT4 Roofing Sheets on50mm x 50mm purlins on100mm x 50mm rafters on100mm x 50mm struts & ties on150mm x 75mm tie beam on75mm x 100mm wall plate To be fixed with hoop irons.225mm x 25mm fascia andbarge boards

ENTRANCELOBBY

04

ELEVATIONS

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

Scale 1:75 (On A1)

L[ ] 06 FRONT ELEVATION

Scale 1:75 (On A1)

L[ ] 09 LOUNGE SIDE ELEVATION

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

Scale 1:75 (On A1)

L[ ] 08 REAR ELEVATION

Scale 1:75 (On A1)

Scale 1:75 (On A1)

L[ ] 07 CAR PORT SIDE ELEVATION

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

1,800

2,40

0

1,50

060

030

0

1,00090

01,

200

300

2,40

01,800

1,05

01,

350

2,40

0

1,500 1,200

400

2,00

02,

400

1,000

900

1,50

0

2,40

0

1,50

090

0

2,40

0

SCALE 1:75 (On A1)

W3W2 pvW1 pv

01 No.

Slidding Windowwith p.v.o

1500mm AFFL

01 No.

WINDOW SCHEDULE

08No.

FFL

2100mm AFFL

900mm AFFL

2400mm AFFL

1500 x 2000 Alumimnium Casement Windowpainted with 1 coat red-oxide and spraypainted with 2 coats approved metallic paint

-6mm Clear glass

Slidding Windowwith p.v.o

1500 x 900 Alumimnium Casement Windowpainted with 1 coat red-oxide and spraypainted with 2 coats approved metallic paint

-6mm Clear glass

Slidding Windowwith p.v.o

1500 x 1350 Alumimnium Casement Windowpainted with 1 coat red-oxide and spraypainted with 2 coats approved metallic paint

-6mm Frost glass

W4 W5

01 No.

Slidding Windowwith p.v.o

1200 x 2000 Alumimnium Casement Windowpainted with 1 coat red-oxide and spraypainted with 2 coats approved metallic paint

-6mm Frost glass 05 No.

Slidding Windowwith p.v.o

1000 x 1500 Alumimnium Casement Windowpainted with 1 coat red-oxide and spraypainted with 2 coats approved metallic paint

-6mm Clear glass 07 No.

Slidding Windowwith p.v.o

900 x 1000 Alumimnium Casement Windowpainted with 1 coat red-oxide and spraypainted with 2 coats approved metallic paint

-6mm Frost glass

W6

2,10

030

0

2,40

0

1,200900

800

2,10

0

900

2,40

0

2,40

0

SCALE 1:75 (On A1)

Clear Glass vent

D4D3 pvD2 pvSide hung Single leaf door

Semi Solid Core Mahogany Veneer flush Door sanded Smooth and painted with mositure resistant timberpaint of approved colour

Steel Half Plate Door painted with 1 coat red-oxide and spray painted with .2 coats approved metallic paint

Solid Core Timber Panneled Doorsanded Smooth and painted withmositure resistant timber paintof approved colour

DOOR SCHEDULE

FFL

2100mm AFFL

04 No.

2400mm AFFL

Signage

Stainless steelkicking plate

Pull handle

04 No. 07 No.

Side hung Single leaf door- 6mm clearglass

Side hung Single leaf door

D1 pvD1

Steel Half Plate Entrance Door painted with 1 coat red-oxide and spray painted with .2 coats approved metallic paint

01 No.

Steel Grilled Entrance Door painted with 1 coat red-oxide and spray painted with .2 coats approved metallic paint

01 No.

Side hung Double leaf door Side hung Double with fixedSide Light single leaf door

Signature:

Scale:

Date:

drg. no.:Drawn:

Designed:

Description:

Job:

Client:

rev. no.

+256-414-599 870TELFirst FloorWebsite: www. arc-engineers.comEmail: info@arc-engineers.com

ARC ENGINEERINGP.o Box 26789Kampala, Uganda

MOB+256-752-931 747

ARCHITECTS AND CIVIL ENGINEERING CONSULTANTS

Opposite Hotel Equatorial

Nomark BuildingPlot No......... Kyagwe Road

+256-712-695 818

NOTES

1. All dimensions to be checked on site, writtendimensions to be followed in preference to scaleddimensions.

2. All walls less than 200mm thick to bereinforced with hoop iron at every alternatecourse.

3. All reinforced concrete work is to be inaccordance with structural engineer's details.

4. All sanitary work to be in accordance withM.O.H rules and regulations.

5. Where drain passes under building or drivewayarea, pipe to be of cast iron or encased in150mm concrete.

6. All waste pipes and soil pipes are to be inducts and the bends to have all cleaning eyesaccessible from outside.

7. All windows and external glazed doors onground floor to have burglar proofing toArchitect's detail.

8. All door frames to be rebated & moulded & befull width of wall with moulded architrave to detail,provide rubber door stops to all doors.

9. Stair case and lobby doors to be self closingand half hour fire resistant

10. All internal plaster to betwo coats steel float finished.

11. All manholes within building area, driveway andparking to have heavy duty air tight covers anddouble sealed.

12. Provide G.I. 125 x 100rainwater down pipes and 125 x100 G.I.box gutter withbrackets etc. where shown.

13. All painting to be 3 coats.

14. Lay 1 layer of paving slabs600 x 600 on sand along theperimeter of building.

15. Samples of fittings,materials etc. to be produced& approved before commencingwork.

16. All office windows to haveP.C. cills, built in P.V. Pelmetboxes & timber internal windowcills & Skirtings.

17. Steel trusses/portalframes & purlins to be paintedwith 2 coats of oil paint.

18. Fire fighting equipment tobe provided and installed byBuilding Fire Consultants whereshown on plan.

L.K

As shown

FEB-2014

Sheet of 02

P.o Box ..........,K'la.

................. .................

L.K

AHIMBISIBWE EMMANUEL

PROPOSED RESIDENTIAL BUILDING TO BE CONSTRUCTED ONPLOT 1436 , BLOCK 120 BAMBA - KITAGOBWA VILLAGE,

KITAGOBWA, WAKISO DISTRICT.

150

2,80

015

0

150

2,80

015

0

3,10

0

1503,000

1503,000

150

6,450

150

2,80

015

03,

100

6,450150

3,000150

3,000150

500 1,200 500 900250

900 500 1,200 500

D2 pv

W4-A pv

D2 pv

W4-A pv

SCALE 1:75 (On A1) GROUND FLOOR PLAN- Servant's Quaters

S.Q 1S.Q 1Ceramic tiles f.fCeramic tiles f.f

Scale 1:100 (On A1)

L[ ] FRONT ELEVATION- S.qScale 1:100 (On A1)

L[ ] TYPICAL SIDE ELEVATION- S.q

2,80

095

0

900

1,50

020

020

0

2,510

ROOF CONSTRUCTION DETAILSRoof pitch angle 27o

IT4 Roofing Sheets on50mm x 50mm purlins on100mm x 50mm rafters on100mm x 50mm struts & ties on150mm x 75mm tie beam on75mm x 100mm wall plate To be fixed with hoop irons.225mm x 25mm fascia andbarge boards

OVERSITE CONCRETE NOTES:Refer to Section L[05]

Scale 1:100 (On A1)

L[ ] 05 SECTION- S.q

S.Q 2

Scale 1:100 (On A1)

L[ ] REAR ELEVATION- S.q