PROPOSED TRANSPORT EQUIPMENT WORKSHOP

ARCHITECTURAL AND ENGINEERING DRAWINGS

Contents:

1.0 -ARCHITECTURAL DRAWINGS

1.1 -Workshop and Stores
1.2 -Changing Rooms and Back Gate House
1.3 -Boundary Wall and Main Gate House/Guard House
1.4 -Water Tank Stand

2.0 -STRUCTURAL DRAWINGS

2.1 -Workshop and stores
2.2 -Changing rooms and back gate house
2.3 -Main gate house
2.4 -Boundary wall

3.0 -MECHANICAL ELECTRICAL AND PLUMBING (MEP)/ICT DRAWINGS

3.1 -Electrical/ ICT Drawings
3.2 -Mechanical Drawings
1.0 -ARCHITECTURAL DRAWINGS
1.1 -Workshop and Stores

1.2 -Changing Rooms and Back Gate House

1.3 -Boundary Wall and Main Gate House/Guard House

1.4 -Water Tank Stand

 2 8 .9 m

45
2,5
1,672
S1-1

27.4m Plot 20, Kenneth Dale,

Off Kira Road, Kamwokya,

1 9 .2 m
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799

3 .8 m
Web: info@pmconsultuganda.com

22.7m

3 2 .9
2
GENERAL NOTES
(1) Contractor to verify dimensions on site

m
31,
before commencement of works and
16,944

545
report any discrepancies to consulting
Architect.
7° (2) Architectural drawings to be read with
.8
96
relevant structural, mechanical and
19,5 electrical drawings.
35
(3) All retaining walls to be damp proofed

3
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
mh 150mm concrete surrounding.

Storm
Water 11
Storm
21,5

23
,58 KEY FINISHING
Water

3,0
8
99

Storm Storm Storm 21,64 FLOOR SKIRTING

Water Water Water 2

11,709
4,806
2 8 .9 m WALLS CEILING

6,515
Water tanks Stand
to detail FLOOR
3,184 3,464 2,424 4,602 17,739 47,610 4,509 (A) 30mm Cement/Sand Screed
1187.850 (B) In situ Concrete finish
Storm Storm (C) 10mm thick Ceramic Tiles
Water Water (D) 25mm thick Granite
(E) 10mm quary tiles finish
860

1,345 SKIRTING
(A) 150mm Cement/Sand Plaster
REF.

4
(B) 25mm, 150mm high Hardwood
mh
28 27 (C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite
Ziwa Road
54.8m

WALLS
(A) 12mm thick painted Cement/Sand Plaster
29 26

P A R K I N G
(B) Wallpaper
1186.350 (C) 6mm Ceramic Tiles
(D) 12mm thick Granite
30
1
(E) Glass
25
CEILING
mh
(A) Painted Cement/Sand Plaster

23,851
31
(B) Powder coated aluminiumsuspended
24 ceiling (Hunter doorglass)

56.1m
(C) Armstrong ceiling
1079 (D) Gypsum plaster
2,484 1,608

1,000 23
DUAL FUEL PUMP
STATION REVISIONS
4,976 1186.200
982 4,258
22 NO. DATE. DESCRIPTION
725

10,000LITRE

TO BASEMENT
UNDERGROUND mh mh mh mh mh
211184.700

3,586
FUEL TANK
RAMP
1079 1 2 3 4 5 6 4,186
ISSUES
Legend NO. DATE. ISSUED TO NO. DATE.
1

450 100 USER

23,16

Storm
Storm SEPTIC TANK
Water 1 Office Block-Future Development
Water Storm
Water
P A R K I N G 2 Workshop

5 L A W N
10,908

Changing Rooms Client:

3
OFFICE OF THE PRESIDENT
2 20 19
8,19 18 17 16 15
4 Staff Quaters INTERNAL SECURITY ORGANISATION
1 14 13
791 12 11 SOAK PIT 3,653 5 Security Gate
65

16, 10 9 8
7,8

TO LATER
7 DETAIL Storm Water Drainage Flow
L A Y - B Y
Storm
Water
14

Project:
,1

Contour Line
80
5,973

PROPOSED TRANSPORT EQUIPMENT

3,016
6,284

Property Boundary Line WORKSHOP

L A Y - B Y
2 9 .0 m
BAHAI ROAD 7,965
Site Plan
Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA , KAMPALA

2 9 .0 m DISTRICT

9,668
Scale 1:200/A1 Drawing Title:

S1-1 2 9 .0 m
Boundary Wall to Job No.: Dwg Ref.
Structural details Revision No.
Scale: As shown
1190.000 Date:
Workshop Building Drawn by:

1190.000 Workshop-Yard Checked by: Arch. Rubongoya. P

Upper Parking Yard DRAWING NO :

1189.000
Lower Parking Yard
1188.000 1187.850

1186.350
1186.200

Security Gate House

Existing Road
1184.700 1185.000

Site Formations Section S1-1

1184.000

Scale 1:100/A1
GSPublisherVersion 0.0.100.100
GSPublisherVersion 0.54.100.100
 PAN MODERN
CONSULT LTD

Architects, Engineers and

Project Managers.

PLOT 20,KENETH DALE,

OFF KIIRA ROAD, KAMWOKYA,
P.O BOX 4550,
TEL: 0772 409 277, 0776 003 799
KAMPALA.

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed

1 W2 1
W3 W4 1
civil engineer's specification and
detailing.

W1
(4) Drainage pipes under drive ways to have
A1-13 A1-14 A1-15 150mm concrete surrounding.
1

10 A1-12 11 12 13 14 15 16 17 18 19 20 21 22 23 24
KEY FINISHING
FLOOR SKIRTING

6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000

84250 WALLS CEILING

A1-17 2
FLOOR
250 23750 250 23750 250 5750 250 29750 250 (A) 10mm thick super terrazor finish
(B) Power floated Concrete finish
(C) 10mm thick Tiles To Approval.
(D) 25mm thick Granite
(E) 10mm quary tiles finish
(F) Weather proof synthetic timber decking to Approval

300
250

(G) Polished Concrete to approval.

I I SKIRTING
DN (A) 150mm super terrazor
(B) 150mm in-situ concrete finish.
(C) 9mm, 150mm high Tiles to Approval
(D) 25mm, 150mm high Hardwood
(E) 150mm high Granite

7500
7500

7250

WALLS

S T O R A G E (A) 12mm thick painted Cement/Sand Plaster

(B) Wallpaper

9498 1 GD COMPRESSOR GD (C) 6mm Ceramic Tiles

GD WORKSHOP A1-16
A A A A (D) 12mm thick Granite
(E) Glass
A A ROOM

13725
WELDING & PANNEL CEILING
(A) Painted Cement/Sand Plaster
3250 250

H H (B) Powder coated aluminiumsuspended

BEATING ceiling (Hunter doorglass)

(C) Armstrong ceiling
3250

3250
(D) Gypsum plaster
1000

21775
REVISIONS
G G NO. DATE. DESCRIPTION

3250
3250

3250

UP

250
F F REVISIONS
NO. DATE. ISSUED TO NO. DATE.

S P R A Y B O O T H

7500
7500

7250
7500

GD PROJECT:
A A
PROPOSED ISO TRANSPORT WORKSHOP

250
E E
CLIENT:
250 23750 238 23762 250 23750 250 11750 250 OFFICE OF THE PRESIDENT OF THE
REPUBLIC OF UGANDA
1
250 7375 3000 13375 250
4 5742 258 5742 258 5742 6004 250 23750 250 11750 250 3 A1-17
A1-17
6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 SITE:
KANYANYA

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
1 1 1 1
A1-12
W1 A1-13
W2 A1-14
W3 W4 A1-15
DRAWING TITLE :

WORKSHOP FLOOR PLAN JOB NO. 0001 DWG REF

1 1 : 150 REVISION NO.
Scale 1 : 150
Date Issue Date
Drawn by Author

Checked by Checker

DRAWING NO.
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

W1 W2 W3 W4
1 1 1 1
A1-12 A1-13 A1-14 A1-15
KEY FINISHING

FLOOR SKIRTING

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 WALLS CEILING
6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 FLOOR
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
84250 (E) 10mm quary tiles finish
SKIRTING
(A) 150mm Cement/Sand Plaster
250 23750 250 23750 250 35750 250 (B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite
13No.Truss T4 13No.Truss T3 12No.Truss T2 7No.Truss T1 WALLS
(A) 12mm thick painted Cement/Sand Plaster
I I (B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass
CEILING
(A) Painted Cement/Sand Plaster
T4 T4 T4 T4 T4 T4 T4 T4 T4 T4 T4 T4 T4 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T1 T1 T1 T1 T1 T1 T1
7500

7500
8700

(B) Powder coated aluminiumsuspended

ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

REVISIONS
H H NO. DATE. DESCRIPTION
3250

3250
3250

22825
G G
ISSUES
3250

3250
NO. DATE. ISSUED TO NO. DATE.
3300

F F

Client:

OFFICE OF THE PRESIDENT

7500

7500
INTERNAL SECURITY ORGANISATION
7575

Project:

E E PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

250 23750 250 23750 250 23750 250 11750 250

6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000
Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA , KAMPALA

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DISTRICT

Drawing Title:
1 1

W2
1
W3 W4 1
WORKSHOP

W1
A1-12 A1-13 A1-14 A1-15
ROOF PLAN

Job No.: Dwg Ref.

Revision No.
As shown

Roof Plan
Scale:
Date:

Drawn by:

Scale 1:100/A1 Checked by: Arch. Rubongoya. P

DRAWING NO :

WORKSHOP ROOF PLAN

(Plan)

GSPublisherVersion 0.46.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and

I H G F E
electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.

7500 3250 3250 7500 (4) Drainage pipes under drive ways to have
150mm concrete surrounding.

KEY FINISHING

FLOOR SKIRTING

WALLS CEILING

FLOOR
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
WORKSHOP LV2 WORKSHOP LV2 (D) 25mm thick Granite
(E) 10mm quary tiles finish
11420 11420 SKIRTING
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper

3200
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass
CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster
WORKSHOP LV1 WORKSHOP LV1
8220 8220 REVISIONS
NO. DATE. DESCRIPTION

ISSUES
NO. DATE. ISSUED TO NO. DATE.

STORAGE
Down pipe to detail MEZZANINE
4000

6000

5700

5800
Client:
WORKSHOP MEZZANINE WORKSHOP MEZZANINE OFFICE OF THE PRESIDENT
INTERNAL SECURITY ORGANISATION
4920 4920

Project:

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP
1000

Location:
WORKSHOP FLOOR PLAN WORKSHOP FLOOR PLAN PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA , KAMPALA
2420 2420 DISTRICT

Drawing Title:

BASE WORKSHOP

1323 SECTION
SPT BASE
770 Job No.: Dwg Ref.
Revision No.
Scale: As shown
Date:

Drawn by:
Checked by: Arch. Rubongoya. P

DRAWING NO :

SECTION W1
Scale 1:50
GSPublisherVersion 0.46.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
I H G F E report any discrepancies to consulting
Architect.

7500 3250 3250 7500 (2) Architectural drawings to be read with

relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

KEY FINISHING

FLOOR SKIRTING

WALLS CEILING

WORKSHOP LV2 FLOOR

(A) 30mm Cement/Sand Screed
450mm Ring beam 11420 (B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
(E) 10mm quary tiles finish
SKIRTING
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
Down pipe to detail (E) Glass
CEILING
(A) Painted Cement/Sand Plaster
6500

6500
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
8000

(C) Armstrong ceiling

(D) Gypsum plaster

REVISIONS
NO. DATE. DESCRIPTION

9000
MEZZANINE ISSUES
NO. DATE. ISSUED TO NO. DATE.
5700

WORKSHOP MEZZANINE WORKSHOP MEZZANINE

4920 4920
Client:

OFFICE OF THE PRESIDENT

2500

Roller Shutter to detail INTERNAL SECURITY ORGANISATION

2500
2
A1-16
Tanking along the Project:
7948
1000

wall to detail PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

WORKSHOP FLOOR PLAN WORKSHOP FLOOR PLAN

2420 2420
Location:
PLOTS 192, 193, 194, AND 196, BLOCK
1800

207 KYADONDO KANYANYA , KAMPALA

DISTRICT

Drawing Title:
SPT BASE
WORKSHOP
770
SECTION

Job No.: Dwg Ref.

Inspection pit to international standard
Revision No.
Tiled wall at the sides
Scale: As shown
With lights and Date:

Oil sump to specification Drawn by:

25mm terrazzo floor finishes Checked by: Arch. Rubongoya. P

DRAWING NO :

SECTION W2
Scale 1:50
GSPublisherVersion 0.46.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

I H G F E
KEY FINISHING

7500 3250 3250 7500 FLOOR SKIRTING

WALLS CEILING

FLOOR
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
(E) 10mm quary tiles finish
SKIRTING
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
WORKSHOP LV1 (B) Wallpaper
(C) 6mm Ceramic Tiles
8220 (D) 12mm thick Granite
(E) Glass
CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

3300
Down pipe to detail REVISIONS
NO. DATE. DESCRIPTION

WORKSHOP MEZZANINE
ISSUES
4920 NO. DATE. ISSUED TO NO. DATE.

2500
Client:

OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION

WORKSHOP FLOOR PLAN

2420 Project:

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

BASE
1323
SPT BASE Location:
PLOTS 192, 193, 194, AND 196, BLOCK
770 207 KYADONDO KANYANYA , KAMPALA
DISTRICT

Drawing Title:

WORKSHOP

SECTION

Job No.: Dwg Ref.

Revision No.
Scale: As shown
Date:

Drawn by:
Checked by: Arch. Rubongoya. P

DRAWING NO :

SECTION W3
Scale 1:50
GSPublisherVersion 0.46.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

E F G H I
GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Architect.
(2) Architectural drawings to be read with
7500 3250 3250 7500 relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

KEY FINISHING

FLOOR SKIRTING

WORKSHOP LV2
WALLS CEILING
11420
FLOOR
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
(E) 10mm quary tiles finish
SKIRTING
3200

3200
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
WORKSHOP LV1 (E) Glass
CEILING
8220 (A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

REVISIONS
3300

3300
NO. DATE. DESCRIPTION

MEZZANINE
5700 ISSUES
Down pipe to detail NO. DATE. ISSUED TO NO. DATE.
WORKSHOP MEZZANINE
4920

Client:
2500

2500
OFFICE OF THE PRESIDENT
INTERNAL SECURITY ORGANISATION

Project:
WORKSHOP FLOOR PLAN PROPOSED TRANSPORT EQUIPMENT
WORKSHOP
2420

BASE Location:
PLOTS 192, 193, 194, AND 196, BLOCK
1323 207 KYADONDO KANYANYA , KAMPALA
DISTRICT

Drawing Title:

WORKSHOP

SECTION

Job No.: Dwg Ref.

Revision No.
Scale: As shown
Date:

Drawn by:
Checked by: Arch. Rubongoya. P

DRAWING NO :

SECTION W4
Scale 1:50
GSPublisherVersion 0.46.100.100
 PAN MODERN
CONSULT LTD
I G

Architects, Engineers and

10750 Project Managers.

975 250 250 250 250 250 250 250 250 250 1682 80 3736 750 960 PLOT 20,KENETH DALE,
OFF KIIRA ROAD, KAMWOKYA,
P.O BOX 4550,

599
W2 10 9 8 7 6 5 4 3 2 1
W2 TEL: 0772 409 277, 0776 003 799
KAMPALA.

1000
1 DN 1
A1-13 A1-13
GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and

599
report any discrepancies to consulting
Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and
TIRE BARRIER electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.
I G
TYPICAL SERVICE PIT KEY FINISHING
1 DETAIL
1 : 50
FLOOR SKIRTING

WALLS CEILING

FLOOR
(A) 10mm thick super terrazor finish
(B) Power floated Concrete finish
(C) 10mm thick Tiles To Approval.
(D) 25mm thick Granite
(E) 10mm quary tiles finish
(F) Weather proof synthetic timber decking to Approval
(G) Polished Concrete to approval.
SKIRTING
(A) 150mm super terrazor
(B) 150mm in-situ concrete finish.
(C) 9mm, 150mm high Tiles to Approval
(D) 25mm, 150mm high Hardwood
(E) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass

I H G CEILING
(A) Painted Cement/Sand Plaster
7500 3250 (B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

REVISIONS
NO. DATE. DESCRIPTION

REVISIONS
NO. DATE. ISSUED TO NO. DATE.

WORKSHOP FLOOR PLAN PROJECT:

2420
PROPOSED ISO TRANSPORT WORKSHOP

CLIENT:

1650
OFFICE OF THE PRESIDENT OF THE
REPUBLIC OF UGANDA

SITE:
KANYANYA
SPT BASE
770

DRAWING TITLE :

JOB NO. 0001 DWG REF

Scale As indicated REVISION NO.

Date Issue Date

Drawn by Author

Checked by Checker

DRAWING NO.

SECTION W2 - Callout 1
2 1 : 25
 PAN MODERN
CONSULT LTD

Architects, Engineers and

Project Managers.

PLOT 20,KENETH DALE,

OFF KIIRA ROAD, KAMWOKYA,
P.O BOX 4550,
TEL: 0772 409 277, 0776 003 799
KAMPALA.
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000
GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
WORKSHOP LV2 Architect.
(2) Architectural drawings to be read with
11420 relevant structural, mechanical and
3200

electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
WORKSHOP LV1 detailing.
(4) Drainage pipes under drive ways to have
8220 150mm concrete surrounding.
3300

MEZZANINE KEY FINISHING

FLOOR SKIRTING
WORKSHOP MEZZANINE 5700
Level 8
4920
2500

4500

WORKSHOP FLOOR PLAN WALLS CEILING

2420 BASE
FLOOR
(A) 10mm thick super terrazor finish
1323
ELEVATION W1 (B) Power floated Concrete finish
(C) 10mm thick Tiles To Approval.
1 1 : 130
(D) 25mm thick Granite
(E) 10mm quary tiles finish
(F) Weather proof synthetic timber decking to Approval
(G) Polished Concrete to approval.
SKIRTING
(A) 150mm super terrazor
(B) 150mm in-situ concrete finish.
(C) 9mm, 150mm high Tiles to Approval
(D) 25mm, 150mm high Hardwood
(E) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass

CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

REVISIONS
NO. DATE. DESCRIPTION

REVISIONS
NO. DATE. ISSUED TO NO. DATE.

I H G F E E F G H I
7500 3250 3250 7500
7500 3250 3250 7500
PROJECT:
PROPOSED ISO TRANSPORT WORKSHOP
WORKSHOP LV2 WORKSHOP LV2
11420 11420
3200

3200
CLIENT:
OFFICE OF THE PRESIDENT OF THE
REPUBLIC OF UGANDA

WORKSHOP LV1 WORKSHOP LV1

8220 8220
SITE:
3300

3300
KANYANYA

WORKSHOP MEZZANINE WORKSHOP MEZZANINE

4920 4920 DRAWING TITLE :
2500

2500

WORKSHOP FLOOR PLAN WORKSHOP FLOOR PLAN

2420 2420 JOB NO. 0001 DWG REF

Scale As indicated REVISION NO.

ELEVATION W2 ELEVATION W4 Date Issue Date

2 1 : 100
3 1 : 100
Drawn by Author

Checked by Checker

DRAWING NO.
1.0 -ARCHITECTURAL DRAWINGS
1.1 -Workshop and Stores

1.2 -Changing Rooms and Back Gate House

1.3 -Boundary Wall and Main Gate House/Guard House

1.4 -Water Tank Stand

 E1 E2 E3 E4 E5

3000 1500 2000 2500

A1-17 2
E1 E2 E3 E4 E5 Plot 20, Kenneth Dale,
9250 3,000 1,500 2,000 2,500
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
250 2300 150 1800 250 1800 150 2300 250 Web: info@pmconsultuganda.com
29 1,500 1,500 1,500 1,500 1,500 1,497 655 29

PROPOSED BOUNDARY WAL Purlin Spacing

L GENERAL NOTES
83
.1 (1) Contractor to verify dimensions on site
3°

1,939
before commencement of works and
report any discrepancies to consulting
Architect.

dressing bench
29 (2) Architectural drawings to be read with
29 relevant structural, mechanical and
dressing bench

T1 electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

2,100
P1 P1 P1 P1 P2 P2 P2 P2

6412
KEY FINISHING

Parapet Wall T1
5300

FLOOR SKIRTING

G E N T S'
Fall
lockers to WALLS CEILING
furniture detail.
7663

FLOOR

2,100
(A) 30mm Cement/Sand Screed
C1 C1 C1 C1 (B) In situ Concrete finish

JANITOR
A1-21 A1-21 A1-21 A1-21 (C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
(E) 10mm quary tiles finish

L A D I E S' T1 SKIRTING
10538

(A) 150mm Cement/Sand Plaster

(B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
250

250
28 28 28 (D) 150mm high Granite

2,100
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass
T1
27 27 27 CEILING
3000

3075
GATE HOUSE (A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster
1375

counter top Truss Spacing

T2 REVISIONS
250

100
26 26 26 NO. DATE. DESCRIPTION

1575
1500

1500

T2
ISSUES
25 25 25
NO. DATE. ISSUED TO NO. DATE.
350

250 350 250 350

137 1930 933 300 900 900 3550 137 1930 933 300 900 900 3550 Client:

OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION

250 2750 250 1325 100 4325 250 250 2750 250 1325 100 4325 250

3000 1500 2000 2500 3000 1500 2000 2500 Project:

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA , KAMPALA
RC COLUMN TO SE' DETAIL. RC COLUMN TO SE' DETAIL. 3 DISTRICT

Drawing Title:

BOUNDARY WALL BOUNDARY WALL STAFF CHANGING & BACK GATE

FLOOR AND ROOF PLANS

Job No.: Dwg Ref.

Revision No.
Scale: As shown
E1 E2 E3 E4 E5 E1 E2 E3 E4 E5 Date:

Drawn by:
Checked by: Arch. Rubongoya. P

Floor Plan Roof Plan DRAWING NO :

Scale 1:50/A1 Scale 1:50/A1

STAFF CHANGING & BACK GATE

(Floor & Roof Plan)

GSPublisherVersion 0.46.100.100
 4,319 4,488 732 4,319

1,435 1,409 1,475 1,475 1,475 1,538 732 1,435 1,409 1,475 702
1,440
1,440 4,340 Plot 20, Kenneth Dale,
1,480 Off Kira Road, Kamwokya,
1,480 P.O BOX 100674, Kampala.
1,480 Tel: +256-(0)0776 003 799
1,550
833

833
Web: info@pmconsultuganda.com
702

391
GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Architect.

2No.Truss T2 (2) Architectural drawings to be read with

4No.Truss T1
relevant structural, mechanical and
5 Roof pitch Pre-painted Gauge 26 sheets on to approval
o electrical drawings.
(3) All retaining walls to be damp proofed
100x50x3mm Z-purlins on, civil engineer's specification and
detailing.

75x50mm Rafter on, (4) Drainage pipes under drive ways to have
150mm concrete surrounding.

50x50mm Ties and Struts on,

75x50mm Tie beam. KEY FINISHING

FLOOR SKIRTING

WALLS CEILING

FLOOR
E1 E2 E3 E4 E5 (A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
Soffit Eaves to details
3000 1500 2000 2500
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
(E) 10mm quary tiles finish
SKIRTING
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
1,431 1,438 1,478 1,475 1,479 1,529 702 Rainwater goods: (C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite

100x2mm PVC Gutter(to aprroval)fixed on WALLS

(A) 12mm thick painted Cement/Sand Plaster
300x4mm Facial Boards (B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass
850

CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster
CR Ring beam
450 350

REVISIONS

5200

450 350
NO. DATE. DESCRIPTION

ISSUES
NO. DATE. ISSUED TO NO. DATE.
1600

2900
Client:

2100
OFFICE OF THE PRESIDENT
INTERNAL SECURITY ORGANISATION

Project:
1000

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

2300 Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA , KAMPALA
DISTRICT

Drawing Title:

STAFF CHANGING & BACK GATE

SECTION

Job No.: Dwg Ref.

FOUNDATION NOTES; As shown Revision No.

FLOOR CONSTRUCTION NOTES;

Scale:
Date:

230 x 690 x L concrete strip foundations to 230mm Drawn by:

Checked by: Arch. Rubongoya. P
150mm tihick Power floated concrete slab on, thick plinth walls.
DPM layer 1000 gauge polythene sheet on, Section Foundation depth to be determined on site and to
DRAWING NO :

50mm sand blinding on, Scale 1:25/A1 be not less than 1000-1500mm.
200mm thick hardcore filling over Column bases and all structural reinforcements to
consolidated back fill to approval structural engineer's drawings & sepecifications

STAFF CHANGING & BACK GATE

(Section)
GSPublisherVersion 0.46.100.100
1.0 -ARCHITECTURAL DRAWINGS
1.1 -Workshop and Stores

1.2 -Changing Rooms and Back Gate House

1.3 -Boundary Wall and Main Gate House/Guard House

1.4 -Water Tank Stand

 Alternating secondary stand alone solar light to approval
RC Coping to S.E detail
50X50X3mm RHS verticle posts 3No.
300x300mm RC Column
50X60X3mm RHS verticle posts 3No.
50X50X3mm Angles welded to 60x60x3mm frame (16NO) 50X50X3mm RHS Frame 2No.
450mm diameter Razor coil RC Coping to S.E detail
50x50x4mm Y-shaped support 3No. Alternating mains supply Security light to specification Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
Eq. 90
Eq.
Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed

2,200
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

1,200
KEY FINISHING

FLOOR SKIRTING

WALLS CEILING

FLOOR
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
ELEVATION Refer to detail (D) 25mm thick Granite
(E) 10mm quary tiles finish
SKIRTING
300 3,000 300 3,000 300 6,300 300 3,000 300
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
Alternating secondary stand alone solar light to approval

C
(C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite

A
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite

230
(E) Glass
CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)

SECTION TYPE 1 - Sides PLAN (C) Armstrong ceiling

(D) Gypsum plaster
E-01

A
REVISIONS
NO. DATE. DESCRIPTION

300x300mm RC Column
450mm diameter Razor coil

50X50X3mm Angles welded to 60x60x3mm frame (16NO) ISSUES

50x50x4mm Y-shaped support NO. DATE. ISSUED TO NO. DATE.

450 450
50X50X3mm RHS verticle posts 3No.
RC Coping to S.E detail
50X50X3mm RHS Frame 2No.
RC Coping to S.E detail Client:
450mm diameter Razor coil OFFICE OF THE PRESIDENT
900

R.C column
50x50x4mm Y-shaped support INTERNAL SECURITY ORGANISATION

450
100

Project:
2,200

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

230mm Solid block walling

1,200

Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA, KAMPALA
DPC to Approval DISTRICT

Drawing Title:

Ground level to be determined at site. BOUNDARY WALL:

PLANS , ELEVATIONS AND SECTIONS

foundantion to S.E detail.

Job No.: Dwg Ref.
Eq. Revision No.
90
Scale: As shown
Date:

Drawn by:
Checked by: Arch. Rubongoya. P
SECTION C-C
SCALE 1:25 SECTION A-A DRAWING NO :
SCALE 1:25

SECTION TYPE 1 - Sides

Metallic Grille Detail Scale 1:10

BOUNDARY WALL
(SCALE 1:25/A1)
GSPublisherVersion 0.0.100.100
 50X50X3mm Angles welded to 60x60x3mm frame (16NO)
RC Coping to S.E detail
Alternating secondary stand alone solar light to approval
300x300mm RC Column
50X50X3mm RHS verticle posts 3No. Alternating mains supply Security light to specification
50X50X3mm RHS Frame 2No.
RC Coping to S.E detail
450mm diameter Razor coil 450mm diameter Razor coil
50x50x4mm Y-shaped support
Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
50x50x4mm Y-shaped support P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
450 Web: info@pmconsultuganda.com
RC Coping to S.E detail

22
GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
Ends provided with lugs and

1,000
report any discrepancies to consulting
90
Eq.
anchored into columns R.C column Architect.
(2) Architectural drawings to be read with
450 relevant structural, mechanical and
electrical drawings.
(3) All retaining walls to be damp proofed
civil engineer's specification and

100
detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

230mm Solid block walling

1,200

1,200

1,200
KEY FINISHING

FLOOR SKIRTING

DPC to Approval WALLS CEILING

FLOOR
(A) 30mm Cement/Sand Screed
Ground level to be determined at site (B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
ELEVATION (D) 25mm thick Granite
(E) 10mm quary tiles finish
Scale 1:25 foundantion to S.E detail SKIRTING
(A) 150mm Cement/Sand Plaster
300 3,000 300 (B) 25mm, 150mm high Hardwood

A
(C) 9mm, 150mm high Ceramic Tiles
Alternating secondary stand alone solar light to approval (D) 150mm high Granite
WALLS
(A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass
SECTION A-A CEILING
SCALE 1:25 (A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)

SECTION TYPE 3 - Frontage PLAN (C) Armstrong ceiling

(D) Gypsum plaster
Scale 1:25 E-01
A REVISIONS
NO. DATE. DESCRIPTION
Alternating secondary stand alone solar light to approval

450mm diameter Razor coil

Alternating mains supply Security light to specification
ISSUES
50x50x4mm Y-shaped support NO. DATE. ISSUED TO NO. DATE.

450

RC Coping to S.E detail

100
Client:

OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION
R.C column

Project:
230mm Solid block walling
PROPOSED TRANSPORT EQUIPMENT

2,100
WORKSHOP

Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA, KAMPALA
DISTRICT

DPC to Approval Drawing Title:

BOUNDARY WALL:
Ground level to be determined at site.
PLANS , ELEVATIONS AND SECTIONS
ELEVATION foundantion to S.E detail.
Scale 1:25 Job No.: Dwg Ref.
Revision No.
300 3,000 300 3,000 300 3,000 300 Scale: As shown
Date:

C
Alternating secondary stand alone solar light to approval Drawn by:
Checked by: Arch. Rubongoya. P
230mm Solid block walling
DRAWING NO :

SECTION C-C
230

SCALE 1:25

PLAN
SECTION TYPE 2 - Back Scale 1:25 E-02
C

BOUNDARY WALL
(SCALE 1:25/A1)

GSPublisherVersion 0.0.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

A B GENERAL NOTES
Roof Notes (1) Contractor to verify dimensions on site
1 2 7o Roofing pitch 3 4 before commencement of works and
report any discrepancies to consulting
IT4 Sheets guage 24 on;
Architect.
100x50x3mm z-purlins on;
(2) Architectural drawings to be read with
75x50x3mm Rafter on;
relevant structural, mechanical and
50x50x3mm Ties/Strut on; electrical drawings.
75x50x3mm Tie Beam on;
1 1 Ring beam to S.E Details.
(3) All retaining walls to be damp proofed
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have

1
150mm concrete surrounding.
Coping to S.E Detail

150
KEY FINISHING

FLOOR SKIRTING

1,306
WALLS CEILING
2 2
250
PVC rain round gutter to approval
FLOOR
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
(E) 10mm quary tiles finish
SKIRTING
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood

1700
1,200
(C) 9mm, 150mm high Ceramic Tiles
GUARD HOUSE (D) 150mm high Granite

Guard WALLS
2500

(A) 12mm thick painted Cement/Sand Plaster

House (B) Wallpaper
(C) 6mm Ceramic Tiles
(D) 12mm thick Granite
(E) Glass

75
450
350 1,406 CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended

1,125
ceiling (Hunter doorglass)
(C) Armstrong ceiling
625
Foundation

750
150mm thick concrete Slab on; (D) Gypsum plaster
50mm sand blinding on;
150mm hardcore on;
approved well compacted murram.
REVISIONS
500

NO. DATE. DESCRIPTION

250

IN
500

Security counter
OUT
3 400 225 400
3 NO.
ISSUES
DATE. ISSUED TO NO. DATE.

1,492 3,250 1,755

625
Client:

OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION
4 4
1 2 3 4
1025 1175 250 3000 250 1125
Project:

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP
1

A B SECTION 1-1 Location:

PLAN Scale: 1:25 PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA, KAMPALA

Scale: 1:25 DISTRICT

Drawing Title:

BOUNDARY WALL:

PLANS , ELEVATIONS AND SECTIONS

Job No.: Dwg Ref.

Revision No.
Scale: As shown
Date:

Drawn by:
Checked by: Arch. Rubongoya. P

DRAWING NO :

MAIN GATE HOUSE

(SCALE 1:50)

GSPublisherVersion 0.0.100.100
1.0 -ARCHITECTURAL DRAWINGS
1.1 -Workshop and Stores

1.2 -Changing Rooms and Back Gate House

1.3 -Boundary Wall and Main Gate House/Guard House

1.4 -Water Tank Stand

 PAN MODERN
CONSULT LTD
T2 T1
Architects, Engineers and
3000 Project Managers.

T1 T2 PLOT 20,KENETH DALE,

OFF KIIRA ROAD, KAMWOKYA,
3000 P.O BOX 4550,
TEL: 0772 409 277, 0776 003 799
KAMPALA.

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
report any discrepancies to consulting
TANK 3 Architect.
10473 (2) Architectural drawings to be read with
relevant structural, mechanical and
electrical drawings.
TANK 3 (3) All retaining walls to be damp proofed
civil engineer's specification and
10473 detailing.
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

KEY FINISHING
FLOOR SKIRTING

TANK 2
7473
WALLS CEILING

3000
FLOOR
(A) 10mm thick super terrazor finish
(B) Power floated Concrete finish
(C) 10mm thick Tiles To Approval.
(D) 25mm thick Granite
(E) 10mm quary tiles finish
(F) Weather proof synthetic timber decking to Approval
(G) Polished Concrete to approval.
SKIRTING
(A) 150mm super terrazor
(B) 150mm in-situ concrete finish.
TANK 1 (C) 9mm, 150mm high Tiles to Approval
(D) 25mm, 150mm high Hardwood
(E) 150mm high Granite
4473
WALLS
(A) 12mm thick painted Cement/Sand Plaster
TANK 2 (B) Wallpaper
(C) 6mm Ceramic Tiles
7473 (D) 12mm thick Granite
(E) Glass

CEILING
(A) Painted Cement/Sand Plaster
(B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

REVISIONS
NO. DATE. DESCRIPTION

3000
Elevation 1 - a
4 1 : 50 NO.
REVISIONS
DATE. ISSUED TO NO. DATE.

PROJECT:
PROPOSED ISO TRANSPORT WORKSHOP
TANK 1
4473
3 3
A1-22 A1-22
CLIENT:

50
OFFICE OF THE PRESIDENT OF THE
REPUBLIC OF UGANDA

450
30 31 30 31

50
3500
3500 RC concrete pedestal to
SITE:
SE's detail.

450
1000mm Gaurd rail to approval.
KANYANYA

50
500

T2 T2 T2 T2

3150
450
DRAWING TITLE :

50
3000

450
3000
3500
2500

3254

4 A1-22 4 A1-22
JOB NO.

240 50
0001 DWG REF

Scale As indicated REVISION NO.

Steel ladder
50 837 50
Date Issue Date

510
500

T1 T1 T1 T1 Drawn by Author
BASE
400 3100 400 1323 Checked by Checker
steel section to SE's
RC slab deck to SE's detail.
3900 specifications

SPT BASE DRAWING NO.

30 31 30 31 770
3 3
A1-22 A1-22

TYPICAL TANK-STAND
TANK BASE
1 1 : 50
2 DECK
1 : 50
SECTION 19
3 1 : 25
2.0 -STRUCTURAL DRAWINGS

2.1 -Workshop and stores

2.2 -Changing rooms and back gate house

2.3 -Main gate house

2.4 -Boundary wall

 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
24 min. below existing ground level after
23 removal of organic layer and all
22 excavations to be confirmed by the
21 Engineer before concrete blinding is laid.
20
19 6000 J Weak pockets of bearing strata to be dug
out and filled with C20 mass concrete.
18 6000
250mm
Thick R
.C Ret
aining
wall

17 6000
250mm
Thic k R.C R
etaining
wall

2. CONCRETE MIXES
16 6000
250mm
Thick R
.C Retaining
w all
Reinforced concrete to have a min.
15 6000

7500
wall

250mm
Thick R
.C Ret
aining
works cube strength of 30N/mm² at
14 6000
250mm
Thick R
.C Ret
aining
wall
28 days with 20mm max.aggregate
13 6000
250mm
Thick R
.C Ret
aining
wall
size
12 6000
250mm
Thick R
.C Ret
aining
wall

I
11 6000
250mm
Thic k R.C R
etaining
wall F1
C1
3. REINFORCEMENT
(a) High Tensile Ribbed bars to BS4461and
10 6000 aining
wall F1

3250
.C Ret C1
Thick R
250mm are marked"T" on these dwgs
6000 ng wal
l F1
250mm
Thick R
.C Retaini C1
H (b) Mild steel marked "R" on these dwgs to

22000
6000 etai ning w
all F1
250mm
Thick R.C R C1
be round bars to BS4483
6000 .C Ret
aining
wall F1
C1

3250
Thick R
250mm
6000 etaining
wall F1
4. MINIMUM COVER TO ALL STEEL IN
.C Ret
aining w
all
250mm Thic
k R.C R

F1
C1
C1

F1
G (a) Foundations = 50mm
Thick R
250mm C1
(b) Beams = 30mm

2500
F1

G (c) Columns = 30mm

C1

F1
(d) Ground slab = 30mm
J
C1

F1 F1
F1
C1 C1
(e) Retaining Wall = 30mm
C1 F1 F1
C1
C1
F1 F1

5500
F1
7500

C1
C1 F1
C1 5. ABBREVIATIONS
F1
C1 F1
C1 F1
C1
M.C = Mass Concrete
F1 F1
E R.C = Reinforced Concrete
F1
C1
C1
C1
G F1 T = Top
C1

F1
C1
B = Bottom
I G F1
3250

C1

17 6000
All dimensions to be confirmed on site.
16 6000
24 This drawing must be read in conjunction with
H 15 6000
23 the relevant architectural,Mechanical,Electrical
14 6000
22 drawings.
13 E 6000
21 Any discrepancy MUST be brought to attention
12 6000
20 of the Structural Engineer.
11 19
10 REVISIONS
18
No. Date: Descriptions:

FOUNDATION LAYOUT PLAN

SCALE 1 : 100

Structural Engineer.

TASK FORCE
500

UBK 254X146X31 Stanchion

4/20 diameter x 400 long H.D bolts UBK 254X146X31 Stanchion
C/W nuts & flat round washers Architects:
8T8-04-150mm c/c

10mm Stiffener plates welded

4/20 diameter x 450mm onto Base plate and stanchion 300X300X12mm thick ms plate on
long H.D bolts,C/W nuts
100x100x25 non shrink 100 square x25thick non shrink sand/cement
350

03 03 & flat round washers

6T16-03
sand/cement leveling pad 25mm Leveling grout leveling pad provided at the same level prior to PAN MODERN CONSULT
350

provided at the same level erection of steel column

25mm thick grout
03 03
prior to erection of column

8T8-04-150mm c/c
50 O/D removable casting
template MKD CTT1
9T16-01-150 5618

100x100x6mm thk
anchor plates
50mm Grade 15 100x4mm thick x100 long
02 02 02 02 02 02 02 02 02 02 Concrete blinding
anchor plates
TYPICAL SECTION A-A
(SCALE 1:5)

300x300x12mm thick base 8T16-08

plate with 4 holes 24mm
1400 diameter
525 350 525
B

UBK 254X146X31 STANCHION

PROPOSED TRANSPORT
welded on to base
SECTION B-B THROUGH 1200x1200x400mm R.C COLUMN WORKSHOP
525

(weld is 8mm BUTT weld)

A A

CONTAINED IN THE RETAINING WALL C2, 15No. Client:

(Scale 1:10) OFFICE OF THE PRESIDENT
350

Q Q

25mm thick grout OF UGANDA

Drawing Title:
525

FOUNDATION LAYOUT AND DETAILS

BASE PLATE PLAN DETAILS

350
(SCALE 1:5) B B Designed: Dwg No.:
B
T.P
Checked:
K.F
IsoU:01/S-02
03 03
Date: Sheet No.
350 NOV. 2022 001

1:100 or AS INDICATED
 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
24 min. below existing ground level after
23 removal of organic layer and all
22 excavations to be confirmed by the
21 Engineer before concrete blinding is laid.
20
19 6000 J Weak pockets of bearing strata to be dug
out and filled with C20 mass concrete.
18 6000
250mm
Thick R
.C Retaini
ng wal
l

17 6000
250mm
Thick R
.C Ret
aining
wall
2. CONCRETE MIXES
16 6000 wall
Reinforced concrete to have a min.

d Beam
ng
.C Retaini
Thick R
250mm

15 works cube strength of 30N/mm² at

m Groun
6000

7500
ng w all
.C Retaini
Thick R

d Beam
250mm
28 days with 20mm max.aggregate
14

400x200m
6000 ning w
all

d Beam

m Groun
.C Retai
Thick R
250mm
S size
13 6000 ng w all

m Groun
Retaini

400x200m
.C
Thick R S

d Beam
250mm

12

400x200m
6000 wall
I

m Groun
.C Ret
aining
3. REINFORCEMENT

d Beam
Thick R
250mm

11 6000

400x200m
ng wal
l
(a) High Tensile Ribbed bars to BS4461and

m Groun
am
R.C Retaini C1

Be
Thick
250mm d Beam

10 m Groun
are marked"T" on these dwgs

Ground
6000 52 400x200m

400x200m
. A- 2
all
ai ning w

3250
.C Ret ef
esh R
C1
Thick R

d Beam
250mm

m
eld M els Ground
Beam
(b) Mild steel marked "R" on these dwgs to

400x200m
6000 W m
l 400x200m
ng wal
B.R.C st in pan
aini
H

m Groun
.C Ret
with
C1
Thick R ca
ottom lab to be be round bars to BS4483

d Beam
250mm

22000
d Beam
B d Beam
m Groun
6000 wall op & , S 400x200m

400x200m
Retaini
ng T m
ed on ver of 50m

m Groun
R.C C1

am

m Groun
m Thick
nforc
b Rei inimum co

d Beam
250m d Beam

und Be
m Groun
6000 aining
wall ic k sla
m Th Having a
m 400x200m
4. MINIMUM COVER TO ALL STEEL IN

400x200m

400x200m
.C Ret C1

0mm Gro

3250
m Groun
d Beam
Thick R
250mm 200m m Groun
d Beam

d Beam
d Beam
6000 wall 400x200m

d Beam
aining
(a) Foundations = 50mm

m Groun
.C Ret

400x200m

400x20
Thick R C1
250mm

m Groun
d Beam

m Groun
m Groun

m Groun
400x200m ed (b) Beams = 30mm
forc

d Beam
400x200m
all
Retai ning w C1
Rein

400x200m
b

400x200m
hick R.C
k sla

400x200m
Beam

d Beam
T
250mm Ground
(c) Columns = 30mm

m Groun
C1
Thic

am
m
400x200m d Beam
mm

d Be
m Groun

2500
d Beam
200 400x200m

m Groun
d Beam
(d) Ground slab = 30mm

m Groun

400x200m
G
C1
m Groun
400x200m d Beam

m Groun
m Groun
400x200m

d Beam
400x200m
(e) Retaining Wall = 30mm
d Beam

400x200m
und Beam K
J
C1
m Gro

400x200m
400x200m am

m Groun
mG round Be
m Groun

infor
ced K 400x200m
d Beam

C1 d Beam
d Beam m Groun
m Groun Re am
C1
400x200m
slab und Be

400x200m
400x200m 0mm Gro und Beam d 5. ABBREVIATIONS
400x200m

ick 400x20 200mm

Gro
ce
m Groun

m Th
C1 400x d Beam
m Groun r
fo
C1
m Groun
d Beam 200m d Beam
C1 400x200m
in
400x200m m Groun am
Re M.C = Mass Concrete

d Beam
und Be

5500
400x200m
400x200m

d Beam
0mm Gro
7500

C1 400x20
C1 b
m Groun
d Beam
d Beam C1
sla R.C = Reinforced Concrete

m Groun
400x200m m Groun

m Groun
am
400x200m 0mm Gro
und Be ck
C1
C1 400x20 hi
T T = Top

d Beam
d Beam

400x200m
C1
m Groun d Beam

400x200m
400x200m m Groun m
C1
400x200m

G 20
0 m
E B = Bottom

m Groun
C1
d Beam
m Groun
400x200m

400x200m
C1
C1
d Beam
m Groun
400x200m
C1
All dimensions to be confirmed on site.
I G 400x200m
m Groun
d Beam
3250

C1

17 6000 This drawing must be read in conjunction with

the relevant architectural,Mechanical,Electrical
16 6000
24 drawings.
H 15 6000
23 Any discrepancy MUST be brought to attention
14 6000
22 of the Structural Engineer.
13 E 6000
21
12 6000
20 REVISIONS
11 19
10 18 No. Date: Descriptions:

GROUND FLOOR LAYOUT AND GROUND BEAM DETAILS PLAN

SCALE 1 : 100
Structural Engineer.
TASK FORCE

VARYING LENGTHS VARYING LENGTHS 335

Architects:
2T16 104
2T16 104 2T16 104 2T16 104 PAN MODERN CONSULT
2T16 104

400
R8 101 @200 R8 101 @200 R8 101 @200

2T16 104
2T16 104 2T16 103

TYPICAL SECTION THROUGH

220 x 400 mm RC GROUND BEAM scale 1:10
TYPICAL ELEVATION THROUGH 400x200mm RC GROUND BEAM scale 1:25

1000 gauge damp BRC Welded Mesh ref. no.A142 D.P.C 1000 gauge damp - 200mm Grade 30 concrete reinforced on bottom and Top with
proof membrane BRC Welded Mesh ref. no.A252 proof membrane BRC Welded Mesh ref. no.A252 BRC Welded Mesh ref. no.A252
- 1000 gauge micro slip
200mm C30 concrete 200mm C30 concrete Damp proof membrane
1530

G.S.L 50mm Sand blinding - 50mm Sand blinding

50mm Sand blinding PROPOSED TRANSPORT
- 200mm Hardcore on a
200mm Hardcore on a
200mm Hardcore on a well well graded lateritic Gravel
well compacted Gravel base WORKSHOP
graded lateritic Gravel base, base, compacted to 95% M.D.D
compacted to 95% M.D.D
400x200mm G/BEAM Client:
To be confirmed at site by str. eng.
To be confirmed at site by str. eng.

400X200 G/BEAM OFFICE OF THE PRESIDENT

Min. Depth = 1200mm
Min. Depth = 1200mm

OF UGANDA
200mm Blockwork 200mm Blockwork Drawing Title:

GROUND FLOOR LAYOUT AND DETAILS

200mm C30 Mass concrete 200mm C30 Mass concrete

200
200

Designed: Dwg No.:

50mm concrete blinding 50mm concrete blinding T.P
600 600
TYPICAL SECTION THROUGH SLAB Checked:
K.F
IsoU:01/S-02
(scale 1:15)
SECTION K-K(scale 1:10) SECTION S-S(scale 1:10) Date:
NOV. 2022 Sheet No.
002

1:100 or AS INDICATED
 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
min. below existing ground level after
removal of organic layer and all
24 excavations to be confirmed by the
Engineer before concrete blinding is laid.
23
22 Weak pockets of bearing strata to be dug
21 out and filled with C20 mass concrete.
20
19 6000 J 2. CONCRETE MIXES
Reinforced concrete to have a min.
18 6000
works cube strength of 30N/mm² at
17 6000 28 days with 20mm max.aggregate
16 6000 size
15 6000

7500
3. REINFORCEMENT
14 6000
(a) High Tensile Ribbed bars to BS4461and
13 6000
UKB 254X
146X31
are marked"T" on these dwgs
12 6000
I

60X5MM
(b) Mild steel marked "R" on these dwgs to

+4.5 52
)
16M
2
60X5MM

E 0. D WI SHS 60X
A
11 be round bars to BS4483

9MM TH
6000

SHS 60X
1500
IPE 180

( (
10

146X31
5MM
6000

UAG CE
60X

3250
4. MINIMUM COVER TO ALL STEEL IN

SHS 60X

UKB 254X
F G NFOR
1500
IPE 180
6000
H (a) Foundations = 50mm

5MM

E T O RE I

22000
60X
SHS 60X
6000 (b) Beams = 30mm

1500
IPE 180

SHE AB
146X31

5M M
V.I E SL

60X
60X5MM

SHS 60X
6000 (c) Columns = 30mm

UKB 254X

PER SIT
SHS 60X

3250
1500
IPE 180
(d) Ground slab = 30mm

60X5MM
SUP MPO

X
6000
G

ESH RETSHS 60X60X5MM

SHS 60X
(e) Retaining Wall = 30mm

ON E CO
146X31
Detail B

1500
UKB 254X

60X5MM
60X5MM

146X31
SHS 60X
60X
ble MCONC

S
5. ABBREVIATIONS

SH

2500
UKB 254X
X
1500
IPE 180

31
4X146X
M.C = Mass Concrete

60X5MM
M
1 0M

SHS 60X
UKB525
J

Dou
146X31 R.C = Reinforced Concrete

1750
UKB 254X

60X5MM
60X5MM
T = Top

146X31
Detail E

60X5MM

SHS 60X
SHS 60X
B = Bottom

IPE 180
SHS 60X

UKB 254X
1500
IPE 180

31
254X146X

5500
7500

60X5MM
DN
All dimensions to be confirmed on site.

UKB

IPE 180
Detail D 146X31

1750

SHS 60X
UKB 254X
1500

1500

936

E
564
470

G
1030

This drawing must be read in conjunction with

the relevant architectural,Mechanical,Electrical
drawings.
I Any discrepancy MUST be brought to attention
3250

17 6000 of the Structural Engineer.

16 6000
24 REVISIONS
H 15 6000
23
14 6000
22
13 E 6000
21 No. Date: Descriptions:
12 6000
20
11 19
10 18

X
MAZZANINE FLOOR LAYOUT PLAN AND REINFORCEMENT DETAILS Structural Engineer.
TASK FORCE
SCALE 1 : 100

Architects:

150mm topping bottom and Top

SPAN MODERN CONSULT
notes
All joints to have min.8mm ms plate A-252 BRC mesh on 0.9mm thick
UKB 254X146X31 Kg/m Stanchion supper V.I sheet on 60*60*5mm
All joints to be bolted and fully welded on site;
inspected and approved by a structural engineer SHH @1500 c/c on
UKB254X146X31 Steel beams

8mm stiffening plate

8mm pre-loading plate

IPE 180 steel Primary
60X60X5mm SHS @1500
beam PROPOSED TRANSPORT
C/C
WORKSHOP

Client:
UKB254X146X31 steel
beam
OFFICE OF THE PRESIDENT
OF UGANDA
UKB254X146X31 Stanchion Drawing Title:

MEZZANINE FLOOR LAYOUT PLAN AND

REINFORCEMENT DETAILS

Designed: Dwg No.:

T.P
SLAB SECTION X-X . Checked:
K.F
IsoU:01/S-02
Scale (1:10) Date:
NOV. 2022 Sheet No.
003

1:100 or AS INDICATED
 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
min. below existing ground level after
removal of organic layer and all
excavations to be confirmed by the
Engineer before concrete blinding is laid.

Weak pockets of bearing strata to be dug

out and filled with C20 mass concrete.

2. CONCRETE MIXES
Reinforced concrete to have a min.
works cube strength of 30N/mm² at
28 days with 20mm max.aggregate
size

3. REINFORCEMENT
1
A1-10 A1-11
1
(a) High Tensile Ribbed bars to BS4461and
are marked"T" on these dwgs
(b) Mild steel marked "R" on these dwgs to
1
A1-13
be round bars to BS4483
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

4. MINIMUM COVER TO ALL STEEL IN

IPE200 IPE200 IPE200 IPE200
(a) Foundations = 50mm

200
(b) Beams = 30mm
(c) Columns = 30mm

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31
(d) Ground slab = 30mm

4000
3800
(e) Retaining Wall = 30mm

IPE200 IPE200 IPE200 IPE200

IPE200 IPE200 IPE200 IPE200 IPE200 IPE200 IPE200 IPE200
IPE200 IPE200
5. ABBREVIATIONS
200

200

200

200
UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31
9000
M.C = Mass Concrete
UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31

UKB 254X146X31
R.C = Reinforced Concrete

2500

2650
2300

2450
6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 T = Top
4000
3800

3800

254

200
5000

5000

5000

5000
5000

B = Bottom

150
UKB 254X146X31 1000 gauge damp
proof membrane 200mm thick solid slab

1150
1096
reinforced with a double

2500
A252 BRC mesh

2350
All dimensions to be confirmed on site.

2350

To be confirmed at site by str. eng

1m high RETAINING WALL 1m high RETAINING WALL
1000

1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL 1m high RETAINING WALL
1m high RETAINING WALL 1m high RETAINING WALL
1000

1000

1000

1000
1m high RETAINING WALL

Min. Depth = 1200mm

This drawing must be read in conjunction with
350X350MM R.C COLUMN 50mm thick sand
blinding
the relevant architectural,Mechanical,Electrical
400mm C30 R.C concrete drawings.
200mm Hardcore on a well
graded lateritic Gravel base,
Any discrepancy MUST be brought to attention
compacted to 95% M.D.D
of the Structural Engineer.
A1-11

REVISIONS

Date: Descriptions:

LONGITUDINAL SECTION THROUGH THE WORKSHOP ALONG GRID J

SCALE 1 : 100

Structural Engineer.
J I H G F E

TASK FORCE
7500 3250 3250 2500 5500

DETAIL - 1

1380
7587

Architects:

1444
1628

1590
1222
1019
856
612

PAN MODERN CONSULT

410

1200 1200 1200 1200 1200 1200 1200 1200 1200

7500 3250

UKB254x146x31
4000
UKB254x146x31

IPE200

IPE 200
10550

IPE 200
IPE 200
UKB254x146x31

4000

UKB254x146x31

1000 gauge damp

proof membrane 200mm thick solid slab

IPE 200
reinforced with a double

IPE 200
IPE 200

A252 BRC mesh

To be confirmed at site by str. eng
Min. Depth = 1200mm

1000

PROPOSED TRANSPORT
WORKSHOP
350X350MM R.C COLUMN
50mm thick sand
blinding

200mm Hardcore on a well

OFFICE OF THE PRESIDENT
graded lateritic Gravel base, OF UGANDA
compacted to 95% M.D.D
Drawing Title:
LONGITUDINAL AND CROSS SECTION
DETAILS

CROSS SECTION 1-1 Designed:

T.P Dwg No.:
IsoU:01/S-02
ALONG GRID 15 Checked:
K.F

NOV. 2022 Sheet No. 004

SCALE 1 : 75 1:100 or AS INDICATED

 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
24 min. below existing ground level after
23 removal of organic layer and all
22 excavations to be confirmed by the
Engineer before concrete blinding is laid.
21
20 Weak pockets of bearing strata to be dug
19 6000 J out and filled with C20 mass concrete.
18 6000
GUTTER
IPE 200
17 6000
IPE 200
2. CONCRETE MIXES
Reinforced concrete to have a min.
16 6000
IPE 200 works cube strength of 30N/mm² at
15 6000 GUTTER

7500
IPE 200 28 days with 20mm max.aggregate
14

Directi
6000 size

1 TYPE
1 TYPE
on of 5
13

TYPE
6000

IPE 200
1 TYPE
IPE 200

° slope
TYPE
12 3. REINFORCEMENT

Directi

1 TYPE

TRUSS
6000
I

IPE 200

TRUSS
1 TYPE
IPE 200

TYPE

TRUSS
(a) High Tensile Ribbed bars to BS4461and

on of 5
11 Detail A

1
TYPE

TRUSS
6000

IPE 200

TRUSS
2 TYPE
IPE 200

° slope
are marked"T" on these dwgs

TYPE

TRUSS
10 GUTTER

Directi

2
TYPE

TRUSS
6000

IPE 200

TRUSS
2 TYPE
(b) Mild steel marked "R" on these dwgs to

3250
IPE 200

TYPE

TRUSS
IPE 200

on of 5

2
TYPE

TRUSS
6000

IPE 200
be round bars to BS4483
H

TRUSS
2 TYPE
° slope
IPE 200

2 TYPE

TRUSS

22000
IPE 200

IPE 200
TYPE

2
TYPE

TRUSS
6000

IPE 200
TYPE

2
2 TYPE

TRUSS
3 TYPE

TRUSS
GUTTER 4. MINIMUM COVER TO ALL STEEL IN

IPE 200
TYPE
IPE 200

IPE 200

TRUSS
6000

TRUSS 0
3
TYPE

TRUSS
IPE 20
3

TRUSS
IPE 200

3250
IPE 200 (a) Foundations = 50mm

TRUSS
Directi
TYPE

TRUSS
IPE 200
6000

3
TYPE

TRUSS
GUTTER G

3
(b) Beams = 30mm

TRUSS
TYPE
IPE 200

on of 5

Directi
Directi
TYPE

TYPE
TYPE

TRUSS

IPE 200
TYPE

IPE 200

Directi
3
TYPE
(c) Columns = 30mm

4 TYPE

° slope

on of 5
on of 5
3

TRUSS
TYPE

Directi
IPE 200

TYPE
Detail C

IPE 200
TRUSS

on of 5
4

3
TYPE

IPE 200

3
(d) Ground slab = 30mm

TRUSS

° slope
° slope
4
IPE 200

IPE 200
TRUSS
4 TYPE

TRUSS

2500
on of 5

IPE 200
3
Directi

TRUSS

IPE 200
TYPE

TRUSS

° slope
Directi
G'
IPE 200

TRUSS
IPE 200

4
(e) Retaining Wall = 30mm
Directi

4 TYPE

TRUSS

TRUSS

°
on of 5
4

TRUSS
4 TYPE

slope

IPE 200

on of 5
TYPE

TRUSS
on of 5

J
IPE 200

IPE 200

IPE 200
4 TYPE

TRUSS

° slope
Directi

° slope
4 TYPE

TRUSS
° slope

5. ABBREVIATIONS
TRUSS

IPE 200

Directi
IPE 200
4
IPE 200

TRUSS
on of 5

IPE 200
TRUSS

IPE 200 M.C = Mass Concrete

Directi

on of 5
IPE 200

IPE 200

IPE 200
TRUSS

IPE 200

IPE 200
° slope
TRUSS

IPE 200

5500
IPE 200 R.C = Reinforced Concrete

on of 5

° slope
7500

IPE 200

IPE 200
IPE 200 IPE 200 T = Top

° slope
IPE 200 IPE 200

IPE 200
B = Bottom
IPE 200
G E
All dimensions to be confirmed on site.
IPE 200
GUTTER
I IPE 200 GUTTER This drawing must be read in conjunction with
3250

17 GUTTER 6000 the relevant architectural,Mechanical,Electrical

16 6000
24 drawings.

H 15 6000
23
Any discrepancy MUST be brought to attention
of the Structural Engineer.
14 6000
22
13 E 6000
21 REVISIONS
12 6000
20
11 19
10 TRUSS 1 TYPE DETAILS 18
Date: Descriptions:

TOP CHORD; 100x50X 3mm SHS

BOT CHORD; 100x50X 3mm SHS
STRUTS & TIES; 50x50X 3mm SHS
Structural Engineer.

I TASK FORCE

DETAIL - 1
G G' E
300mm Girth with 3mm thickness
pre galvanized eave gutters riveted
DETAIL - 2
J 14556
on 40x40x4mm angle section gutters riveted
with 3 bolts per revert of 2no (3mm dia) per support
Architects:

PAN MODERN CONSULT

1628

100x50x3mm .
7587
1590

1444
1425

1380

1234
1222

1170

1025
1019

960
856

815

750
612

605

540
50x50x3mm .
410

DETAIL - 3
100x50x3mm .

1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200

DETAIL - 1 DETAIL - 1
7500 6500 2500 5500

TRUSS TYPE T1 DETAIL

SC:1.20

CENTERLINE
PROPOSED TRANSPORT
RIDGE
8MM
WELD ROOFING SHEETS 110mm long, J - Bolts with a washer
WORKSHOP
26 GAUGE Galv Painted SHEETS ON
STEEL Z-PURLIN ON
IPE160 TRUSS TO S.E SPECIFICATIONS ON
100X50X3MM TOP
CHORD
100X50mm Z-purlins
bolted to R.S.A cleat

90°

10° 5°

50X50X3MM TIE CONNECTED

BY FULL WELDING
100x50 Truss Top member OFFICE OF THE PRESIDENT
Z - Purlin to Rafter connection detail
Scale: 1:10
OF UGANDA
50X50X3MM STRUT
CONNECTED TO TIES AND
DETAIL 1
CHORDS BY FULL WELDING (scale 1:20)
APEX CONNECTION FOR Drawing Title:
WELDED JOINT TRUSS 1 TYPE DETAILS

ROOF LAYOUT PLAN,

SHS 100X50X3MM TRUSS AND GUTTER DETAILS
IPE 200
2/200x200x6mm MS PLATE

800
128

Designed:
136
200

WELDED JOINT
T.P Dwg No.:
32

DETAIL 2
(scale 1:20) DETAIL 3
75x75x4mm ANGLE
CLEATS
4, 14mm DIA. BOLT HOLES
TO RECEIVE 12mm BOLTS
OF GRADE 8.8
IsoU:01/S-02
(scale 1:20)
TYPICAL TRUSS AND RING BEAM
CONNECTION DETAIL
Checked:
SCALE 1:25 K.F

NOV. 2022 Sheet No. 005

1:100 or AS INDICATED
 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm

TRUSS 1 TYPE DETAILS I min. below existing ground level after

removal of organic layer and all
excavations to be confirmed by the
TOP CHORD; 100x50X 3mm SHS G
Engineer before concrete blinding is laid.

DETAIL - 1 Weak pockets of bearing strata to be dug

BOT CHORD; 100x50X 3mm SHS out and filled with C20 mass concrete.

STRUTS & TIES; 50x50X 3mm SHS DETAIL - 2

2. CONCRETE MIXES

J 1200

28
Reinforced concrete to have a min.
works cube strength of 30N/mm²
days with 20mm max.aggregate
at

size

1628
7587

1590

1444
1425
3. REINFORCEMENT

1380

1234
1222
(a) High Tensile Ribbed bars to BS4461and

1170
1019
are marked"T" on these dwgs

856
(b) Mild steel marked "R" on these dwgs to
612
be round bars to BS4483
410

DETAIL - 3
4. MINIMUM COVER TO ALL STEEL IN
(a) Foundations = 50mm
1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 (b) Beams = 30mm
(c) Columns = 30mm
(d) Ground slab = 30mm
7500 6500 (e) Retaining Wall = 30mm

5. ABBREVIATIONS
M.C = Mass Concrete

TRUSS TYPE T2 DETAIL R.C =

T
B
=
=
Reinforced Concrete
Top
Bottom

I H All dimensions to be confirmed on site.

TRUSS 1 TYPE DETAILS This drawing must be read in conjunction with

the relevant architectural,Mechanical,Electrical

TOP CHORD; 100x50X 3mm SHS drawings.

Any discrepancy MUST be brought to attention
of the Structural Engineer.
BOT CHORD; 100x50X 3mm SHS REVISIONS
STRUTS & TIES; 50x50X 3mm SHS DETAIL - 1 No. Date: Descriptions:

1380
7587

1444
1628

1590
Structural Engineer.

1222
TASK FORCE
1019
856
612
410

Architects:
1200 1200 1200 1200 1200 1200 1200 1200 1200
PAN MODERN CONSULT

7500 6500

TRUSS TYPE T3 DETAIL

I
TRUSS 1 TYPE DETAILS
TOP CHORD; 100x50X 3mm SHS
BOT CHORD; 100x50X 3mm SHS J PROPOSED
STRUTS & TIES; 50x50X 3mm SHS TRANSPORTWORKSHOP

1628
1222
1019

Client:

OFFICE OF THE PRESIDENT

856
612

OF UGANDA
410

Drawing Title:
ROOF TRUSS DETAILS

1200 1200 1200 1200 1200 1200

Designed: Dwg No.:
T.P
7500 Checked: IsoU:01/S-02
K.F
Date: Sheet No.
NOV. 2022 006
TRUSS TYPE T4 DETAIL 1:100 or AS INDICATED
 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
IPE 200 UKB245X146X31 UKB245X146X31 Front IPE180 Back IPE 180 min. below existing ground level after
removal of organic layer and all
PL 8 IPE180 L80X6 excavations to be confirmed by the
IPE 200
Back PL 8 Front IPE 200 L80X6 L80X6 Engineer before concrete blinding is laid.
IPE 200 L80X6 L80X6

PL 8
IPE 200 IPE 200
PL 8 12 M16 L80X6 L80X6 Weak pockets of bearing strata to be dug
12M16 PL 8 IPE180 out and filled with C20 mass concrete.
UKB245X146X31 Front Back
PL 10 PL 8 IPE180 L80X6
IPE 200 PL 8
PL 10 2. CONCRETE MIXES
PL 8 Reinforced concrete to have a min.
PL 8 12M16 Detail E 28
works cube strength of 30N/mm²
days with 20mm max.aggregate
at
PL 8

Scale: 1/25 Section Front-Front size

Back
PL 8 PL 8
Front Section Front-Front Section Back-Back 3. REINFORCEMENT
(a) High Tensile Ribbed bars to BS4461and
are marked"T" on these dwgs
(b) Mild steel marked "R" on these dwgs to
be round bars to BS4483
IPE 200

4. MINIMUM COVER TO ALL STEEL IN

(a) Foundations = 50mm
(b) Beams = 30mm

Detail A (c) Columns =

(d) Ground slab =
30mm
30mm

Scale: 1/25 (e) Retaining Wall = 30mm

5. ABBREVIATIONS
M.C = Mass Concrete
IPE180 L80X6 R.C = Reinforced Concrete
IPE180 IPE180 T = Top
B = Bottom
L80X6 L80X6 L80X6 L80X6
All dimensions to be confirmed on site.
UKB254X146X31 L80X6 L80X6
IPE180 IPE200
PL 8 UKB245X146X31 UKB245X146X31 This drawing must be read in conjunction with
PL 8 L80X6 the relevant architectural,Mechanical,Electrical
Back Front
PL 8

IPE 200 drawings.

PL 8 Any discrepancy MUST be brought to attention
12M16 UKB254X146X31 IPE 200
IPE 200 UKB254X146X37
IPE 200
Section Right-Right of the Structural Engineer.
PL 10 IPE 200
12 M16
PL 8
Section Back-Back REVISIONS
PL 8
PL 8
PL 8 12M16 PL 10 No. Date: Descriptions:
PL 8

PL 8

PL 8 PL 8
Back Front
UKB254X146X37

Section Front-Front Section Back-Back

Structural Engineer.
TASK FORCE

Detail B
Scale: 1/25 Architects:

PAN MODERN CONSULT

IPE 200 UKB254X146X31 PL 20

IPE 200 UKB254X146X31

UKB254X146X31
PL 8 UKB245X146X31 UKB245X146X31
12M16
PL 8 Front PL 8
PL 8

IPE 200 UKB254X146X31 UKB254X146X31 PL 8

PL 8 PL 10
IPE 200 UKB254X146X31 PL 8
12M16 IPE 200 UKB254X146X31 UKB254X146X31
UKB245X146X31 12 M16 PL 8
IPE 200 PL 10 PL 10 IPE 200 PL 8
PL 8
PL 10
PL 8 PROPOSED
12M16
PL 8 PL 8
Section Right-Right TRANSPORTWORKSHOP
PL 8

PL 8 PL 8
Section Back-Back
Detail D
Client:
Front
UKB305X165X46

Section Front-Front Section Back-Back Scale: 1/25

OFFICE OF THE PRESIDENT
OF UGANDA
Drawing Title:

CONNECTIONS DETAILS
Back

Back

Designed: Dwg No.:

T.P
Detail C Checked:
K.F
IsoU:01/S-02
Scale: 1/25 Date:
NOV. 2022 Sheet No.
006

1:100 or AS INDICATED
2.0 -STRUCTURAL DRAWINGS

2.1 -Workshop and stores

2.2 -Changing rooms and back gate house

2.3 -Main gate house

2.4 -Boundary wall

 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
E3 E4 min. below existing ground level after
E3 E4 E1 E2
E1 E2 removal of organic layer and all
excavations to be confirmed by the
Engineer before concrete blinding is laid.

2514
Weak pockets of bearing strata to be dug
9065 F1 2514
29
29 9065 out and filled with C20 mass concrete.
2018
2018
1507 C1

F1 1507 2. CONCRETE MIXES

3025 Beam
3025 00m m Ground Reinforced concrete to have a min.
C1
300x2
F1 works cube strength of 30N/mm² at
un d Beam
mm Gro 28 days with 20mm max.aggregate
C1 300x200
size

d Beam
29

Beam
29 X X 3. REINFORCEMENT

300x200mm Groun

d
(a) High Tensile Ribbed bars to BS4461and

300x200mm Groun
are marked"T" on these dwgs

Beam
Mesh (b) Mild steel marked "R" on these dwgs to
A142
be round bars to BS4483

d
Mesh

h,
300x200mm Groun

es
A142

5540

M
42
-1
5540

A
ve ith
4. MINIMUM COVER TO ALL STEEL IN

co d w
r
um rce
nim nfo
(a) Foundations = 50mm

mi , rei
mm lab
50 S
(b) Beams = 30mm

th nd
wi rou
G
top rete
(c) Columns = 30mm

nc
Co
ck
(d) Ground slab = 30mm

thi
m
0m
F1

15
(e) Retaining Wall = 30mm
F1 300x200mm Ground Beam 28

10290
F1 28 300x200mm Ground Beam
10290

C1
C1
C1 150mm 5. ABBREVIATIONS

d Beam
C1 thick Con
28 crete Gro
top with und Slab, rein
M.C = Mass Concrete
28 forc

d Beam
50mm m
inimum ed with A -142
cover Mesh,

1500
F1 Mesh R.C = Reinforced Concrete
F1
1500

F1

300x200mm Groun
A142
300x200mm Ground Beam 27 T = Top
C1 27

300x200mm Groun
C1
C1 Mesh B = Bottom
A142
27

d Beam
27 Y Y All dimensions to be confirmed on site.

1750
1750

300x200mm Groun
F1 26 This drawing must be read in conjunction with
F1 26 300x200mm Ground Beam
C1
150m
the relevant architectural,Mechanical,Electrical
C1 26 m thic
k Con
crete
top w Ground Sla
drawings.
26 ith 50 b
mm m , reinforce
d
Any discrepancy MUST be brought to attention

1500
Mesh inimu
m cov with A -14
er 2 Me
sh ,
1500

A142
F1 F1 30 of the Structural Engineer.
F1 30 300x200mm Ground Beam
C1 C1
C1
30 REVISIONS
30

No. Date: Descriptions:

CHANGING ROOM

FOUNDATION LAYOUT PLAN

Scale: 1:100 GROUND FLOOR LAYOUT AND DETAILS Structural Engineer.
TASK FORCE
Scale: 1:100
E2
To be confirmed on site by S.E

BRC Welded Mesh ref. no.A142 1000 gauge damp

E3
1200mm Minimum Depth

proof membrane
4R8-04 200

1000 gauge damp

To be confirmed at site by str. eng.

BRC Welded Mesh ref. no.A142
proof membrane Architects:

150
150mm C30 concrete

To be confirmed at site by str. eng.

50mm Sand blinding
PAN MODERN CONSULT

Min. Depth = 1000mm

150mm C30 concrete
50mm Sand blinding 200mm Hardcore on a well
4T12 05 graded lateritic Gravel base,

Min. Depth = 1000mm

compacted to 95% M.D.D
450 200mm Hardcore on a well
graded lateritic Gravel base,
compacted to 95% M.D.D 300X200 G/BEAM
400

300X200 G/BEAM
4T12 105 200mm Blockwork
2200

02 02 02
6T16-01 200 B2
02 02 02 02
50mm Concrete
Blinding 105 105 200mm Blockwork
10R8 102 200

200mm C30 Mass concrete

T16-01 200 B1
1200

200
TYPICAL SECTION F-F R8 102 150 200mm C30 Mass concrete

50mm concrete blinding

50mm concrete blinding

600
200

Scale: 1:25
600 SECTION Y-Y(scale 1:10)
800mm min. lap

SECTION X-X(scale 1:10)

PROPOSED
105 105
75mm kicker

TRANSPORTWORKSHOP
6T16-01 200 B2

6T16-01 200 B1
200 Note: Roof Details.
1200

Typical truss details like that of staff house.

Client:
F F
OFFICE OF THE PRESIDENT
OF UGANDA
Drawing Title:
GROUND FLOOR LAYOUT PLAN AND
REINFORCEMENT DETAILS
COLUMN DETAILS AND ELEVATIONS
600 600 Designed:
T.P Dwg No.:
1200
TYPICAL PLAN OF 1000x1000x400mm
TYPICAL 200mm x 200mm Checked:
K.F
IsoU:01/S-02
COLUMN BASE, TYPE F1, C1, 14No.(Scale
1:10)
R.C COLUMN TYPE C1, 14 No. Date:
NOV. 2022 Sheet No.
001
Scale: 1:25
1:100 or AS INDICATED
2.0 -STRUCTURAL DRAWINGS

2.1 -Workshop and stores

2.2 -Changing rooms and back gate house

2.3 -Main gate house

2.4 -Boundary wall

 NOTES
1. FOUNDATIONS
They shall generally be taken 1200mm
min. below existing ground level after
removal of organic layer and all

S
1' 1 2 3 4 4
excavations to be confirmed by the
15451 Engineer before concrete blinding is laid.
804 4500 4076 625 6250
Weak pockets of bearing strata to be dug
out and filled with C20 mass concrete.
A A
2. CONCRETE MIXES
1650

1650
Reinforced concrete to have a min.
Property Boundary wall

F2 F2
works cube strength of 30N/mm² at
C2 C2 28 days with 20mm max.aggregate
3275

3275
B B 6T16-03

S
4T12 103 03 03 03 size

2200
2200
F1 F1 F1
1625

1625
F3
103 103 3. REINFORCEMENT

11R8 102 200

400
C1 C1 C1 C1

10R8 102 200

C1 (a) High Tensile Ribbed bars to BS4461and
C C are marked"T" on these dwgs
R8 102 150 (b) Mild steel marked "R" on these dwgs to
be round bars to BS4483

Property Boundary wall

200
03 03 03

800mm min. lap

4. MINIMUM COVER TO ALL STEEL IN

800mm min. lap

(a) Foundations = 50mm
(b) Beams = 30mm
(c) Columns = 30mm
804 4500 4076 625 6250
103 103 (d) Ground slab = 30mm

75mm kicker
75mm kicker
(e) Retaining Wall = 30mm
15451 200 5. ABBREVIATIONS
M.C = Mass Concrete
R.C = Reinforced Concrete
T = Top
B = Bottom

1' 1 2 3 4 4 All dimensions to be confirmed on site.

This drawing must be read in conjunction with

the relevant architectural,Mechanical,Electrical

FOUNDATION LAYOUT PLAN TYPICAL 250mm x 250mm TYPICAL 400mm x 500mm drawings.
Any discrepancy MUST be brought to attention

R.C COLUMN TYPE C2, 02 No. R.C COLUMN TYPE C1, 05 No. of the Structural Engineer.
Scale: 1:100 Scale: 1:20 REVISIONS
Scale: 1:20
Ground Beam Reinforcements No. Date: Descriptions:

MAIN GATE AND GUARD HOUSE

200mm C30 Concrete Slab
To be confirmed on site by S.E
1200mm Minimum Depth

1500mm Min foundation depth

4R8-04 200

to be determined on site by s.e

D.P.C 1000 gauge damp BRC Welded Mesh ref. no.A142
250x300mm Ground Beam
proof membrane

4R8-04 200

4R8-04 200
8T8-04-150mm c/c

C30 Concrete.

03 03 03 Structural Engineer.
200mm C30 concrete

200
6T16-170 G.S.L TASK FORCE
4T12 05 6T16-03 220mm thick Plinth wall 50mm Sand blinding

400
6T16-170
450 200mm Hardcore on a
well graded lateritic Gravel
base, compacted to 95% M.D.D
200mm thick strip foundation

To be confirmed at site by str. eng.

03 03 03 concrete, C30
400

Min. Depth = 1200mm

300X220 G/BEAM

11T16-01-150 Architects:
02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02
50mm Concrete
02 02 02
6T16-01 200 B2
02 02 02 02
Blinding
T16-01 200 B1
50mm Grade 15 12T16-01 200 B212T16-01 200 B1 200mm Blockwork
PAN MODERN CONSULT
1200 02 02 02 02 02 02 02 02 02 02 Concrete blinding
450 600 450
TYPICAL SECTION F-F 1500

200
200mm C30 Mass concrete
Scale: 1:25 TYPICAL SECTION R-R 50mm concrete blinding
Scale: 1:10
600

1500 SECTION S-S(scale 1:10)

550 400 550
B
6T16-01 200 B2

6T16-01 200 B1
12T16-01 200 B1
500
1200

F F

12T16-01 200 B2 PROPOSED

1500

Q Q
TRANSPORTWORKSHOP
500

600 600 Client:

1200 OFFICE OF THE PRESIDENT
TYPICAL PLAN OF 1200x1200x400mm OF UGANDA
500

COLUMN BASE, TYPE F2, C2, 2No.(Scale Drawing Title:

1:10 FOUNDATION LAYOUT, FOUNDATION
B
DETAILS AND COLUMN ELEVATIONS

Designed:
450 600 450 T.P Dwg No.:

Checked:
K.F
IsoU:01/S-02
TYPICAL PLAN OF 2000x2000x400mm
Date: Sheet No.
NOV. 2022 001
COLUMN BASE, TYPE F3, C1, 1No.(Scale
1:10)

1:100 or AS INDICATED
2.0 -STRUCTURAL DRAWINGS

2.1 -Workshop and stores

2.2 -Changing rooms and back gate house

2.3 -Main gate house

2.4 -Boundary wall

 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS
3300 3300 GENERAL NOTES

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET
(1) Contractor to verify dimensions on site
6T12-05 6T12-05 before commencement of works and
report any discrepancies to consulting
Architect.

1263

1263
(2) Architectural drawings to be read with

100

2100
relevant structural, mechanical and
50X50X3MM SHS
electrical drawings.

2100

2100
(3) All retaining walls to be damp proofed
civil engineer's specification and
APPROVED DPC BLOCK WALL
CONCRETE detailing.
6T12-05 (4) Drainage pipes under drive ways to have

21R8-04-200 LINKS

21R8-04-200 LINKS
150mm concrete surrounding.

1263

200

200
DPC KEY FINISHING
50X50X3MM SHS ANCHORED

250
6T12-03 6T12-03
G.L FLOOR SKIRTING

238 101
IN CONCRETE POCKET

800

800

on site (1000mm)min
6T12-05

To be determined
21R8-04-200 LINKS
WALLS CEILING

1000
FLOOR
1263

75

75
(A) 30mm Cement/Sand Screed

200

Minimum Depth=850mm.
Otherwise, Dimension
250 200 250
C25 COLUMN FOOTING (B) In situ Concrete finish

To Be Determined
DETAILED
IN ELEVATION.
(C) 10mm thick Ceramic Tiles
C15 CONCRETE STRIP (D) 25mm thick Granite

On site.
6T12-03 (E) 10mm quary tiles finish

200

250
800

200
SKIRTING

1747
21R8-04-200 LINKS

(A) 150mm Cement/Sand Plaster

700 400 (B) 25mm, 150mm high Hardwood
1100 (C) 9mm, 150mm high Ceramic Tiles
(D) 150mm high Granite

75

50 300

50 300
Minimum Depth=850mm.
200

Otherwise, Dimension SECTION X-X THROUGH BOUNDARY WALL

To Be Determined (SCALE 1:25) WALLS
02 02 02 02 02 02 02 02 02 02 02 02 (A) 12mm thick painted Cement/Sand Plaster
(B) Wallpaper
On site.
6T12-03 (C) 6mm Ceramic Tiles
800

200
APPROVED DPC
6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1 (D) 12mm thick Granite
1100 1100 (E) Glass

LINE OF PLOT BOUNDARY CEILING

1100
(A) Painted Cement/Sand Plaster
75

50 300
C15 MASS CONCRETE STRIP 1425
(B) Powder coated aluminiumsuspended
Minimum Depth=850mm.
Otherwise, Dimension

400 300 400 400 300 25 300 400 ceiling (Hunter doorglass)
To Be Determined

02 02 02 02 02 02 03 03 03 (C) Armstrong ceiling

(D) Gypsum plaster
On site.

7T12-01-200B1/T1
03 03 03 03

300

300
200

6T12-02-200B2/T2 7T12-01-200B1/T1 03 03 03 03
03 03 03
REVISIONS

7T12-01-200B1/T1
1100
NO. DATE. DESCRIPTION
R8-04-200 LINKS

1300

1300
R8-04-200 LINKS R8-04-200 LINKS
50 300

C15 MASS CONCRETE STRIP ECCENTRIC OPTION: BOUNDARY WALL TYPE ELEVATION FOR SLOPING REGIONS.

1000

1000
(SCALE 1:20) 7T12-02-200B2/T2
6T12-02-200B2/T2
02 02 02 02 02 02

6T12-02-200B2/T2 7T12-01-200B1/T1
ISSUES
1100 DETAIL FOR ECCENTRIC FOOTING F1 DETAIL FOR ECCENTRIC FOOTING F2 NO. DATE. ISSUED TO NO. DATE.
Dimensions:1100X1300X300mm Dimensions:1425X1300X350mm
(SCALE 1:20) (SCALE 1:20)

3300 3300 3300

25mm EXPANSION JOINT EVERY AFTER 15m Client:

300 3000 300 X 3000 300 3000 30025300 OFFICE OF THE PRESIDENT
INTERNAL SECURITY ORGANISATION

50 50

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET
1050

1050

1050

1050

1050
Project:
6T12-05 6T12-05 6T12-05 6T12-05 6T12-05

1510
PROPOSED TRANSPORT EQUIPMENT
WORKSHOP

2100
200

200

200

200

200
50X50X3MM SHS
17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS
Location:

200 90
APPROVED DPC DPC MEMBRANE PLOTS 192, 193, 194, AND 196, BLOCK
800

800

800

800

800
207 KYADONDO KANYANYA, KAMPALA
DISTRICT
VARYING GROUND LEVEL VARYING GROUND LEVEL

300
Drawing Title:
75

75

75

75

75

Minimum Depth=850mm.
Otherwise, Dimension
6T12-03 6T12-03 6T12-03 BOUNDARY WALL:

To Be Determined
6T12-03
STRUCTURAL DETAILS

On site.
850
6T12-03

Works Cube
Job No.: Dwg Ref.
MEMBER

Revision No.
Strength N/mm2
Scale: As shown
200

200

200
50 300

300

MM

350
Date:
100

150
7 days 28 days
50

50

50mm Concrete Blinding 50mm Concrete Blinding 50mm Concrete Blinding Drawn by:

50

50
02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 50mm Concrete Blinding
02 02 02 02 02 02 02
Arch. Rubongoya. P
C15 MASS CONCRETE STRIP X C15 MASS CONCRETE STRIP C15 MASS CONCRETE STRIP
Checked by:

6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1

7T12-02-200B2/T2 7T12-01-200B1/T1 DRAWING NO :
1100 2200 1100 2200 1100 2200 1425
ECCENTRIC OPTION: BOUNDARY WALL TYPE ELEVATION FOR HORIZONTAL REGIONS
(SCALE 1:20)

GSPublisherVersion 0.0.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
before commencement of works and
3300 3300 3300 report any discrepancies to consulting
LINE OF PLOT BOUNDARY Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and
550 550 2200 550 550 X 2200 550 550 2200 550 325 550 electrical drawings.
(3) All retaining walls to be damp proofed
03 03 03 03 03 civil engineer's specification and
03 03 03 03 03 03 03 03
200

200
detailing.
300

300
(4) Drainage pipes under drive ways to have
03 03 03 03 03 03 03 03
150mm concrete surrounding.
03 03 03 03 03

500
C1
C1 C1 C2 C2
1300

KEY FINISHING
1100

1000
F1 FLOOR SKIRTING

X
WALLS CEILING
F1 F1 F2
FLOOR
(A) 30mm Cement/Sand Screed
250 300 300 250 2200 250 300 300 250 2200 250 300 300 250 2200 400 300 25 300 400 (B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
1100 1100 1100 1425 (D) 25mm thick Granite
ECCENTRIC OPTION: PLAN DETAIL OF BOUNDARY WALL (E) 10mm quary tiles finish
(SCALE 1:20) SKIRTING
(A) 150mm Cement/Sand Plaster
(B) 25mm, 150mm high Hardwood
(C) 9mm, 150mm high Ceramic Tiles
3300 3300 (D) 150mm high Granite

1100 1425 WALLS

550 550 2200 550 550 1900 550 325 550 (A) 12mm thick painted Cement/Sand Plaster
400 300 400 400 300 25 300 400 (B) Wallpaper
(C) 6mm Ceramic Tiles
C1 C1 C2 C2 (D) 12mm thick Granite
400

(E) Glass
6T12-02-200B2 7T12-02-200B2
550

400

400
250

250
CEILING

6T12-01-200B1

6T12-01-200B1
03 03 03 03
03 03 03 03 03 03 (A) Painted Cement/Sand Plaster
03 03 03
1100

1100

1100
(B) Powder coated aluminiumsuspended
300

700

200

200
03 03 03 03

1100

1100
ceiling (Hunter doorglass)

300

300
03 03 03 03 03 03
03 03 03 03 (C) Armstrong ceiling
250

250
03 03 03 03 (D) Gypsum plaster
550

03 03 03
400

400

400
F1 F1 F2 REVISIONS
R8-04-200 LINKS R8-04-200 LINKS R8-04-200 LINKS
NO. DATE. DESCRIPTION
400 300 400 2200 1100 2200 400 300 25 300 400
1100 1425 DETAIL FOR FOOTING F1 DETAIL FOR FOOTING F2
CONCENTRIC OPTION: PLAN DETAIL OF BOUNDARY WALL Dimensions:1100X1100X250mm Dimensions:1425X1100X300mm
(SCALE 1:20) (SCALE 1:20) (SCALE 1:20)
ISSUES
NO. DATE. ISSUED TO NO. DATE.

Client:

OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION

Project:

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA, KAMPALA
DISTRICT

Drawing Title:

Job No.: Dwg Ref.

Revision No.
Scale: As shown
Date:

Drawn by:
Checked by: Arch. Rubongoya. P

DRAWING NO :

MEMBER Works Cube

Strength N/mm2

MM

7 days 28 days

GSPublisherVersion 0.0.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site
3300 3300
before commencement of works and
report any discrepancies to consulting
6T12-05 6T12-05 Architect.
(2) Architectural drawings to be read with
relevant structural, mechanical and

1263

1263
electrical drawings.

100

2100
(3) All retaining walls to be damp proofed

2100

2100
civil engineer's specification and
detailing.
(4) Drainage pipes under drive ways to have
CONCRETE
APPROVED DPC BLOCK WALL 150mm concrete surrounding.
6T12-05

21R8-04-200 LINKS

21R8-04-200 LINKS
KEY FINISHING

1263

200

200
DPC FLOOR SKIRTING

250
6T12-03 6T12-03
G.L

238 101
WALLS CEILING

800

800

on site (1000mm)min
6T12-05

To be determined
21R8-04-200 LINKS
FLOOR
(A) 30mm Cement/Sand Screed

1000
(B) In situ Concrete finish
1263

75

75
(C) 10mm thick Ceramic Tiles

200

Minimum Depth=850mm.
Otherwise, Dimension
250 200 250
C25 COLUMN FOOTING (D) 25mm thick Granite

To Be Determined
DETAILED
IN ELEVATION. (E) 10mm quary tiles finish
C15 CONCRETE STRIP

On site.
SKIRTING
6T12-03

200
(A) 150mm Cement/Sand Plaster

250
800

200
1747
(B) 25mm, 150mm high Hardwood
21R8-04-200 LINKS

(C) 9mm, 150mm high Ceramic Tiles

700 400 (D) 150mm high Granite
1100 WALLS

75

50 300

50 300
Minimum Depth=850mm.
200

SECTION X-X THROUGH BOUNDARY WALL (A) 12mm thick painted Cement/Sand Plaster
Otherwise, Dimension

(B) Wallpaper
To Be Determined

(SCALE 1:25)
02 02 02 02 02 02 02 02 02 02 02 02 (C) 6mm Ceramic Tiles
On site.

(D) 12mm thick Granite

6T12-03 (E) Glass
800

200
6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1
APPROVED DPC CEILING
1100 1100 (A) Painted Cement/Sand Plaster
LINE OF PLOT BOUNDARY (B) Powder coated aluminiumsuspended
1100 ceiling (Hunter doorglass)
75

50 300
C15 MASS CONCRETE STRIP 1425
Minimum Depth=850mm.

(C) Armstrong ceiling

Otherwise, Dimension

400 300 400 400 300 25 300 400

(D) Gypsum plaster
To Be Determined

02 02 02 02 02 02 03 03 03
On site.

7T12-01-200B1/T1
03 03 03 03

300

300
REVISIONS
200

6T12-02-200B2/T2 7T12-01-200B1/T1 03 03 03 03
03 03 03 NO. DATE. DESCRIPTION

7T12-01-200B1/T1
1100
R8-04-200 LINKS

1300

1300
R8-04-200 LINKS R8-04-200 LINKS
50 300

C15 MASS CONCRETE STRIP ECCENTRIC OPTION: BOUNDARY WALL BACK/SIDE ELEVATION FOR SLOPING REGIONS.

1000

1000
(SCALE 1:20) 7T12-02-200B2/T2
6T12-02-200B2/T2
02 02 02 02 02 02

ISSUES
6T12-02-200B2/T2 7T12-01-200B1/T1 NO. DATE. ISSUED TO NO. DATE.
1100 DETAIL FOR ECCENTRIC FOOTING F1 DETAIL FOR ECCENTRIC FOOTING F2
Dimensions:1100X1300X300mm Dimensions:1425X1300X350mm
(SCALE 1:20) (SCALE 1:20)

3300 3300 3300

Client:

25mm EXPANSION JOINT EVERY AFTER 15m OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION
300 3000 300 X 3000 300 3000 30025300

50 50

Project:
1050

1050

1050

1050

1050
PROPOSED TRANSPORT EQUIPMENT
6T12-05 6T12-05 6T12-05 6T12-05 6T12-05 WORKSHOP

1510

2100
200

200

200

200

200
17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS
Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA, KAMPALA

200 90
APPROVED DPC DPC MEMBRANE
DISTRICT
800

800

800

800

800
VARYING GROUND LEVEL VARYING GROUND LEVEL Drawing Title:

300
BOUNDARY WALL:
75

75

75

75

75

Minimum Depth=850mm.
Otherwise, Dimension
6T12-03 6T12-03 6T12-03 STRUCTURAL DRAWINGS

To Be Determined
6T12-03

On site.
850
6T12-03
Job No.: Dwg Ref.
Revision No.
Scale: As shown
MEMBER Works Cube
Strength N/mm2 Date:
200

200

200
50 300

300

MM
Drawn by:

350
100

150
Arch. Rubongoya. P
7 days 28 days
Checked by:
50

50

50mm Concrete Blinding 50mm Concrete Blinding 50mm Concrete Blinding

50

50
02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 50mm Concrete Blinding
02 02 02 02 02 02 02
C15 MASS CONCRETE STRIP X C15 MASS CONCRETE STRIP C15 MASS CONCRETE STRIP DRAWING NO :
6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1
7T12-02-200B2/T2 7T12-01-200B1/T1

1100 2200 1100 2200 1100 2200 1425

ECCENTRIC OPTION: BOUNDARY WALL BACK/SIDE ELEVATION FOR HORIZONTAL REGIONS
(SCALE 1:20)

GSPublisherVersion 0.0.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

GENERAL NOTES
(1) Contractor to verify dimensions on site

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS
before commencement of works and
3300 3300 report any discrepancies to consulting

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET
Architect.
6T12-05 6T12-05 (2) Architectural drawings to be read with
relevant structural, mechanical and
electrical drawings.

1263

1263
(3) All retaining walls to be damp proofed

100

2100
civil engineer's specification and
50X50X3MM SHS
detailing.

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS
(4) Drainage pipes under drive ways to have
150mm concrete surrounding.

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET
APPROVED DPC
6T12-05

21R8-04-200 LINKS

21R8-04-200 LINKS
KEY FINISHING

1263
FLOOR SKIRTING

200

200
50X50X3MM SHS
50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS
6T12-03 6T12-03
WALLS CEILING

238 101
IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET
IN CONCRETE POCKET

800

800
FLOOR
6T12-05

21R8-04-200 LINKS
(A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
(C) 10mm thick Ceramic Tiles
(D) 25mm thick Granite
1263

75

75
200

Minimum Depth=850mm.
(E) 10mm quary tiles finish

Otherwise, Dimension
50X50X3MM SHS

To Be Determined
SKIRTING
(A) 150mm Cement/Sand Plaster

On site.
6T12-03 (B) 25mm, 150mm high Hardwood

800
(C) 9mm, 150mm high Ceramic Tiles

200
1747
21R8-04-200 LINKS

(D) 150mm high Granite

WALLS
(A) 12mm thick painted Cement/Sand Plaster

75
(B) Wallpaper

50 300

50 300
Minimum Depth=850mm.
200

Otherwise, Dimension

(C) 6mm Ceramic Tiles

To Be Determined

02 02 02 02 02 02 02 02 02 02 02 02
(D) 12mm thick Granite
(E) Glass
On site.

6T12-03 CEILING
800

200
6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1 (A) Painted Cement/Sand Plaster
APPROVED DPC
1100 1100 (B) Powder coated aluminiumsuspended
ceiling (Hunter doorglass)
LINE OF PLOT BOUNDARY (C) Armstrong ceiling
1100 (D) Gypsum plaster
75

50 300
C15 MASS CONCRETE STRIP 1425
Minimum Depth=850mm.
Otherwise, Dimension

400 300 400 400 300 25 300 400

To Be Determined

02 02 02 02 02 02 03 03 03
REVISIONS
On site.

7T12-01-200B1/T1
03 03 03 03

300

300
NO. DATE. DESCRIPTION
200

6T12-02-200B2/T2 7T12-01-200B1/T1 03 03 03 03
03 03 03

7T12-01-200B1/T1
1100
R8-04-200 LINKS

1300

1300
R8-04-200 LINKS R8-04-200 LINKS
50 300

C15 MASS CONCRETE STRIP ECCENTRIC OPTION: BOUNDARY WALL FRONT ELEVATION FOR SLOPING REGIONS.

1000

1000
(SCALE 1:20) 7T12-02-200B2/T2
6T12-02-200B2/T2
02 02 02 02 02 02 ISSUES
NO. DATE. ISSUED TO NO. DATE.
6T12-02-200B2/T2 7T12-01-200B1/T1
1100 DETAIL FOR ECCENTRIC FOOTING F1 DETAIL FOR ECCENTRIC FOOTING F2
Dimensions:1100X1300X300mm Dimensions:1425X1300X350mm
(SCALE 1:20) (SCALE 1:20)
Client:
3300 3300 3300
OFFICE OF THE PRESIDENT
INTERNAL SECURITY ORGANISATION
25mm EXPANSION JOINT EVERY AFTER 15m

300 3000 300 X 3000 300 3000 30025300

Project:
50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS ANCHORED

50X50X3MM SHS 50X50X3MM SHS 50X50X3MM SHS
PROPOSED TRANSPORT EQUIPMENT
WORKSHOP
IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET

IN CONCRETE POCKET
1050

1050

1050

1050

1050
6T12-05 6T12-05 6T12-05 6T12-05 6T12-05

1510

2100
Location:
200

200

200
200

200

200
50X50X3MM SHS 50X50X3MM SHS 50X50X3MM SHS PLOTS 192, 193, 194, AND 196, BLOCK
17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS

17R8-04-200 LINKS
207 KYADONDO KANYANYA, KAMPALA
DISTRICT

200 90
APPROVED DPC DPC MEMBRANE
800

800

800

800

800
Drawing Title:

VARYING GROUND LEVEL VARYING GROUND LEVEL BOUNDARY WALL:

300
STRUCTURAL DRAWINGS
75

75

75

75

75

Minimum Depth=850mm.
Otherwise, Dimension
6T12-03 6T12-03 6T12-03

To Be Determined
6T12-03 Dwg Ref.
Job No.:

On site.
850
6T12-03 Scale: As shown Revision No.

Date:
MEMBER Works Cube
Strength N/mm2 Drawn by:

Arch. Rubongoya. P
200

200

200
Checked by:
50 300

300

MM

350
100

150
7 days 28 days
50

50

50mm Concrete Blinding 50mm Concrete Blinding 50mm Concrete Blinding DRAWING NO :

50

50
02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 50mm Concrete Blinding
02 02 02 02 02 02 02
C15 MASS CONCRETE STRIP X C15 MASS CONCRETE STRIP C15 MASS CONCRETE STRIP
6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1 6T12-02-200B2/T2 7T12-01-200B1/T1
7T12-02-200B2/T2 7T12-01-200B1/T1

1100 2200 1100 2200 1100 2200 1425

ECCENTRIC OPTION: BOUNDARY WALL FRONT ELEVATION FOR HORIZONTAL REGIONS
(SCALE 1:20)

GSPublisherVersion 0.0.100.100
 Plot 20, Kenneth Dale,
Off Kira Road, Kamwokya,
P.O BOX 100674, Kampala.
Tel: +256-(0)0776 003 799
Web: info@pmconsultuganda.com

3300 3300 3300

LINE OF PLOT BOUNDARY GENERAL NOTES
(1) Contractor to verify dimensions on site
550 550 2200 550 550 X 2200 550 550 2200 550 325 550 before commencement of works and
03 03 03 03 03 report any discrepancies to consulting
03 03 03 03 03 03 03 03 Architect.
200

200
300

300
(2) Architectural drawings to be read with
03 03 03 03 03 03 03 03 relevant structural, mechanical and
03 03 03 03 03
electrical drawings.

500
C1 (3) All retaining walls to be damp proofed
C1 C1 C2 C2
civil engineer's specification and
1300

1100

detailing.

1000
F1 (4) Drainage pipes under drive ways to have
150mm concrete surrounding.
X
F1 F1 F2
KEY FINISHING
250 300 300 250 2200 250 300 300 250 2200 250 300 300 250 2200 400 300 25 300 400
FLOOR SKIRTING
1100 1100 1100 1425
ECCENTRIC OPTION: PLAN DETAIL OF BOUNDARY WALL
(SCALE 1:20) WALLS CEILING

FLOOR
3300 3300 (A) 30mm Cement/Sand Screed
(B) In situ Concrete finish
550 550 2200 550 550 1900 550 325 550 1100 1425 (C) 10mm thick Ceramic Tiles
400 300 400 400 300 25 300 400 (D) 25mm thick Granite
(E) 10mm quary tiles finish
C1 C1 C2 C2
SKIRTING
400

6T12-02-200B2 7T12-02-200B2
550

(A) 150mm Cement/Sand Plaster

400

400
250

250

6T12-01-200B1

6T12-01-200B1
03 03 03 03 (B) 25mm, 150mm high Hardwood
03 03 03 03 03 03 03 03 03 (C) 9mm, 150mm high Ceramic Tiles
1100

1100

1100
200

200
300

700

03 03 03 03 (D) 150mm high Granite

1100

1100
300

300
03 03 03 03 03 03
03 03 03 03 WALLS
250

250
03 03 03 03
550

03 03 03 (A) 12mm thick painted Cement/Sand Plaster

400

(B) Wallpaper

400

400
F1 F1 F2 (C) 6mm Ceramic Tiles
R8-04-200 LINKS R8-04-200 LINKS R8-04-200 LINKS (D) 12mm thick Granite
400 300 400 2200 1100 2200 400 300 25 300 400
(E) Glass

1100 1425 DETAIL FOR FOOTING F1 DETAIL FOR FOOTING F2 CEILING

Dimensions:1100X1100X250mm Dimensions:1425X1100X300mm (A) Painted Cement/Sand Plaster
CONCENTRIC OPTION: PLAN DETAIL OF BOUNDARY WALL (B) Powder coated aluminiumsuspended
(SCALE 1:20) (SCALE 1:20) (SCALE 1:20) ceiling (Hunter doorglass)
(C) Armstrong ceiling
(D) Gypsum plaster

REVISIONS
NO. DATE. DESCRIPTION

ISSUES
NO. DATE. ISSUED TO NO. DATE.

Client:

OFFICE OF THE PRESIDENT

INTERNAL SECURITY ORGANISATION

Project:

PROPOSED TRANSPORT EQUIPMENT

WORKSHOP

Location:
PLOTS 192, 193, 194, AND 196, BLOCK
207 KYADONDO KANYANYA, KAMPALA
DISTRICT

Drawing Title:

BOUNDARY WALL:

STRUCTURAL DRAWINGS

Job No.: Dwg Ref.

Revision No.
Scale: As shown
Date:

MEMBER Works Cube Drawn by:

Strength N/mm2

MM
Checked by: Arch. Rubongoya. P
7 days 28 days
DRAWING NO :

GSPublisherVersion 0.0.100.100
3.0 -MECHANICAL ELECTRICAL AND PLUMBING (MEP)/ICT DRAWINGS

3.1 -Electrical/ ICT Drawings

3.2 -Mechanical Drawings

2. Workshop Electrical Drawings
 SYMBOL DESCRIPTION

80W LED High Bay Lighting fitting

6A 1 Gang 2wayLighting switch

6A 2 Gang 2wayLighting switch

6A 3 Gang 2wayLighting switch

20W,1200mm Corrosion resistant Florescent ceiling

mounted Lighting fitting

20W Out door Decorative wall mounted

LED Lighting fitting

DN
Notes:

Rev Date Description By

MEP CONSULTANT

Light & Lights Technologies Ltd

.....we love what we
E l e c t r do.....
i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

CLIENT:

M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC

OF UGANDA

LIGHING LAYOUT - WORK SHOP ARCHITECT:

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala

District M/s PAN MODERN CONSULT

DRAWING TITLE:

ELECTRICAL INSTALLATION DRAWING

LIGHTING LAYOUT - WORK SHOP

Designed by: Checked by: Issue Status:

MR MR KCCA submission

Date: Approved by Scale:

Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/E8
 SYMBOL DESCRIPTION

13A Double Socket Outlet

Voice and Data Socket Outlet

Distribution Board

3Ø Socket Outlet

Notes:

Rev Date Description By

MEP CONSULTANT

DN
Light & Lights Technologies Ltd
.....we love what we
E l e c t r do.....
i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

CLIENT:

M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC

OF UGANDA

ARCHITECT:

SMALL POWER LAYOUT - WORK SHOP M/s PAN MODERN CONSULT

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District
DRAWING TITLE:

ELECTRICAL INSTALLATION DRAWING

SMALL POWER LAYOUT - WORK SHOP

Designed by: Checked by: Issue Status:

MR MR KCCA submission

Date: Approved by Scale:

Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/E9
 SYMBOL DESCRIPTION

CAM-No
CCTV IP Camera

CAM-No44

CAM-No43

CAM-No42

CAM-No39

CAM-No38

Notes:
CAM-No36 CAM-No37
CAM-No45 Rev Date Description By

CAM-No35

CAM-No34 CAM-No46 MEP CONSULTANT

CAM-No40

CAM-No41 CAM-No47

DN
Light & Lights Technologies Ltd
.....we love what we
E l e c t r do.....
i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

CLIENT:

M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC

OF UGANDA

ARCHITECT:

CCTV LAYOUT - WORK SHOP M/s PAN MODERN CONSULT

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District
DRAWING TITLE:

ELECTRICAL INSTALLATION DRAWING

SMALL POWER LAYOUT - WORK SHOP

Designed by: Checked by: Issue Status:

MR MR KCCA submission

Date: Approved by Scale:

Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/E19
3. Changing Rooms Electrical Drawings
 SYMBOL DESCRIPTION
20W Out door Decorative wall mounted LED Lighting fitting

20W,1200mm Corrosion resistant Florescent ceiling mounted Lighting fitting

6WDecorative Surface mounted spot lighting fittings

12W Decorative LED ceiling lighting Fitting

6A 1 Gang 2wayLighting switch

6A 2 Gang 2wayLighting switch

6A 3 Gang 2wayLighting switch

Notes:

Rev Date Description By

MEP CONSULTANT

Light & Lights Technologies Ltd

.....we love what we do.....
E l e c t r i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

CLIENT:

M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC

OF UGANDA

ARCHITECT:

LIGHTING LAYOUT - CHANGING ROOMS &GUARD HOUSE LIGHTING LAYOUT - STAFF QUARTERS M/s PAN MODERN CONSULT

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District
DRAWING TITLE:

ELECTRICAL INSTALLATION DRAWING

LIGHTING LAYOUT - STAFF QUARTERS
LIGHTING LAYOUT - CHANGING ROOMS &GUARD HOUSE

Designed by: Checked by: Issue Status:

MR MR KCCA submission

Date: Approved by Scale:

Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/E10
 SYMBOL DESCRIPTION

13A Double Socket Outlet

Voice and Data Socket Outlet

Distribution Board

IP CCTV Camera

Cooker Control Unit

20A DP Switch Water Heater

WH-1

Notes:

Rev Date Description By

MEP CONSULTANT

Light & Lights Technologies Ltd

.....we love what we do.....
E l e c t r i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

CLIENT:

M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC

OF UGANDA

ARCHITECT:

M/s PAN MODERN CONSULT

DRAWING TITLE:

SMALL POWER LAYOUT - CHANGING ROOMS &GUARD HOUSE SMALL POWER LAYOUT - STAFF QUARTERS ELECTRICAL INSTALLATION DRAWING
SMALL POWER LAYOUT - UPPER GROUND FLOOR
Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District
Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District

Designed by: Checked by: Issue Status:

MR MR KCCA submission

Date: Approved by Scale:

Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/E11
 SYMBOL DESCRIPTION

IP CCTV Camera
Smoke Detector

HD Heat Detector

Break Glass

Sounder

Notes:
HD
Rev Date Description By

MEP CONSULTANT

Light & Lights Technologies Ltd

.....we love what we do.....
E l e c t r i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

CCTV, FIRE DETECTION & ALARM LAYOUT - STAFF QUARTERS CLIENT:

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District
M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC
OF UGANDA

ARCHITECT:

M/s PAN MODERN CONSULT

DRAWING TITLE:

ELECTRICAL INSTALLATION DRAWING

CCTV, FIRE DETECTION & ALARM LAYOUT - STAFF QUARTERS
CCTV, FIRE DETECTION & ALARM LAYOUT - CHANGING ROOMS
&GUARD HOUSE

Designed by: Checked by: Issue Status:

MR MR KCCA submission

CCTV, FIRE DETECTION & ALARM LAYOUT - CHANGING ROOMS &GUARD HOUSE Date: Approved by Scale:
Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/E15
4. External Lighting
 SYMBOL DESCRIPTION

50W Flood Lighting Fitting Mounted

on the wall/ 9Meter GS Pole

2NoX50W Flood Lighting Fitting

Mounted on the wall/GS Pole

5000
7°
.8
96

GENERAL NOTES
a) Wiring should be made in accordance with Electrical
Regulation Authority Wiring Act and a certificate conforming
Systems compliance to be issued after.
2160
- Refer to the wiring circuits to determine cables sizes
b) All Sockets to be installed at 3500mm AFFL unless indicated
otherwise
1079 c) All Switches to be installed at 1500mm AFFL unless indicated
otherwise
REF. d) Eletrical Drawing Should be used in relation to other working
3000

drawings(Architectural / Mechanical / Structural) on Site

e) The Distribution Board casing should be recessed within the
Wall Fabric
f) Contractor to report of any Discrepancy identified in the
drawing
g) All internal Lighting Fitting are either recessed /
Suspended or mounted on ceiling unless indicated otherwise
h) All external Lighting Fitting are to be have IP54 and above
i) Refer to the Bills of Quantities for Specification details of all fittings
2000
1079

Notes:
Rev Date Description By

MEP CONSULTANT
1079

450
1000
Light & Lights Technologies
.....we love Ltd
E l e c t r what
i c a l we
& Mdo.....
e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255,+256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

0 Proposed Community Centre To Be Built At

Refugee Settlements In Terrego ,
Madi-okolo and Isingiro District

CLIENT:

M/s UNHCR & INTERNATIONAL LABOUR

ORGANISATION

DRAWING TITLE:

ELECTRICAL INSTALLATION DRAWING

EXTERNAL LIGHTING LAYOUT SITE PLAN

Designed by: Checked by: Issue Status:

MR MR client

EXTERNAL LIGHTING LAYOUT SITE PLAN Date: Approved by Scale:

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District MAY 2022 AH NTS
Revision Job No. Drawing No.
LL/022/HAP/08 LL/022/E20
3.0 -MECHANICAL ELECTRICAL AND PLUMBING (MEP)/ICT DRAWINGS

3.1 -Electrical/ ICT Drawings

3.2 -Mechanical Drawings

 SYMBOL DESCRIPTION

Cold Water Supply Pipe

Hot Water Supply Pipe

Gate Valve

Bib Taps

Shower mixer Tap

Water Heater

20mm CIW 20mm CIW

25mm CIW 20mm CIW

20mm CIW
25mm CIW

20mm CIW
20mm CIW 20mm CIW
Notes:

Rev Date Description By

32mm CIW
MEP CONSULTANT

Light & Lights Technologies Ltd

.....we love what we do.....
E l e c t r i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

PROJECT:

PROPOSED ISO TRANSPORT WORK SHOP TO BE

BUILT IN KANYANYA KAWEMPE- KAMPALA
DISTRICT

COLD AND HOT WATER LAYOUT - STAFF QUARTERS CLIENT:

Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District
M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC
OF UGANDA

ARCHITECT:

M/s PAN MODERN CONSULT

DRAWING TITLE:

MECHANICAL INSTALLATION DRAWING

COLD AND HOT WATER LAYOUT - STAFF QUARTERS
COLD AND HOT WATER LAYOUT - CHANGING ROOMS &GUARD HOUSE

Designed by: Checked by: Issue Status:

MR MR KCCA submission

COLD AND HOT WATER LAYOUT - CHANGING ROOMS &GUARD HOUSE Date: Approved by Scale:
Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/M2
 SYMBOL DESCRIPTION

MH ManHole

G 300mm X 300mm Gully Trap

U PVC Pipe Black Water to

Septic Tank

Vertical U PVC Pipe

RE Roding Eye

Floor Drain

CIW Chased In the Wall

110mm CISF
G
CIFS Cast in the Floor Slab

MH7
SVP Solvent Pie
110mm CISF

50mm CISF

MH
G G

110mm CISF

Notes:

MH7
Rev Date Description By

MEP CONSULTANT

To SEPTIC TANK E l e c t r i c a l & M e c h a n i c a l E n g i n e e r s

Plot 232/233 Sir Albert Cook Rd Mengo,

2nd Floor Awaab House,Suite D3 & D7,
Tel: +256787504255, +256755581433, +256 752 380777,
Email: krmugisha@gmail.com

To SEPTIC TANK PROJECT:

FOUL DRAINAGE LAYOUT - STAFF QUARTERS PROPOSED ISO TRANSPORT WORK SHOP TO BE
BUILT IN KANYANYA KAWEMPE- KAMPALA
Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District DISTRICT

CLIENT:

M/s OFFICE OF THE PRESIDENT FOR THE REPUBLIC

OF UGANDA

ARCHITECT:

M/s PAN MODERN CONSULT

DRAWING TITLE:

MECHANICAL INSTALLATION DRAWING

FOUL DRAINAGE LAYOUT - STAFF QUARTERS
FOUL DRAINAGE LAYOUT - CHANGING ROOMS &GUARD HOUSE

FOUL DRAINAGE LAYOUT - CHANGING ROOMS &GUARD HOUSE Designed by: Checked by: Issue Status:
Proposed ISO Transport Work Shop To Be Built in Kanyanya Kawempe- Kampala District MR MR KCCA submission

Date: Approved by Scale:

Nov. 2022 AH NTS
Revision Job No. Drawing No.
LL/022/AN/02 LL/022/M2