TYPICAL 200x600 WIDE NO.

NOTES
STRIP FOOTINGS ROOF LEVEL ROOF LEVEL 1. All Engineer's drawings shall be read in
conjunction with the Architect's drawings. Any

400
discrepancies should be reported

400
A B C D E F G H I 2. These drawings shall be read in conjunction
33800 with Standard & Particular Specifications.
F3 F3 F3
F2 F2 F2 F2 3. All dimensions are in mm unless otherwise
F1 F1 stated.

5 5 4. Foundations shall be constructed on firm

natural ground. Blinding shall not be placed

Ø200
C1 C1 without Engineer's approval.
C2 C2 C2 C2
C3 C3 C3 5. Concrete shall be of grade C25 unless stated
slump (75) & maximum aggregate size

16T8-03-200 LINKS

16T8-03-200 LINKS
01 01 02 02 20mm.Minimum cement conent 325kg/m3 &
maximum w/c ratio shall be 0.55
section 01-01
4050

6. Cover to reinforcement shall be

142 BRC A142 200 50mm-foundations and rc walls,
ES H A. 02 02 25mm-columns, 30mm-beams & 25mm-slabs.
6T16-02

3700
BRC A142 CM 4T16-02

3700
H BR

200
7. Masonry units shall have a minimum
IT
OP W compressive strength of 2.8N/mm2 and

3300
T

3300
BRC A142 TH E 02 02 mortar designation (ii).
F3 mm F3
RC ED IN OVER 25 section 02-02
FO C 8. Ground supported slabs shall be reinforced

A B REIN UM TOP with a square mesh A142

4 L M 4
F3 T HICK
S MINI 9. Fill material shall be approved by the
1050

50m m engineer prior to use.

1

9700
F1 F1 F1
C4 C4

200

200
10. Approved fill shall be placed and spread in
3 3 layers of 150mm to 250mm,OMC
achieved and compacted to 98% MDD
C1 C2 C1 (Modified AASHTO)
C2
11. Reinforced concrete design and workmanship

725
2700

725
to BS8110 Pt. 1 & 2

BRC A142 12. Timber shall be of SG grade and to BS 5268.

F3
BRC A142 F3 F3 F3 F3 BRC A142
13. Structural steelwork to BS 5950. See
F1 F1 FIRST FLOOR

75
FIRST FLOOR standard steelwork notes.

75
225

225
2 2
C2 C2

275
BRC-A142

275
BRC-A142
1900

C3 C2 C3 C2 C3

F1 F1 F1 F1 F1 F1 F1 F1 F1 ISSUES
1 1 NO. date Recipient
C1 C1 C1 C1 C1 C1 C1 C1 C1 1. ARCHITECT

Ø200
2000 4359 5574 4967 4967 4967 4967 2000
A B C D E F G H I
01 01 02 02

FOUNDATION LAYOUT ROOF LEVEL ROOF LEVEL

6T16-01 section 01-01 4T16-01 200
02 02

3700

16T8-03-200 LINKS

3700

16T8-03-200 LINKS

200
SCALE 1:150
TO BE DETERMINED ON SITE

400

400
02 02

3200

3200
section 02-02
BRC-A142 REVISIONS
C25 Concrete NO. date descriptions
MINIMUM 1000mm

150mm
50mm blinding

200

200
150mm hardcorefilling

4T16-01
6T8-03-200

BRC-A142

16T8-03-200 LINKS

16T8-03-200 LINKS
03 03 05 05

725
C25 Concrete

725
150mm
50mm blinding
150mm hardcorefilling Ø3
6T16-02 00
4T16-02
3700

3700
GROUND FLOOR
400

GROUND FLOOR

75
TO BE DETERMINED ON SITE

75
4T16-01

150

150
3300

3300
200
50

MINIMUM 1200mm

section 03-03
TYPICAL REINFORCEMENT ELEVATION
9T8-03-200

1200 TYPICAL REINFORCEMENT ELEVATION

400
FOR COLUMN C2, (200X200mm)
TYPICAL SECTION P-P THROUGH FOR COLUMN C1, (Dia 200mm) Scale: 1:25
1200X1200X400mm Scale: 1:25
C25 Mass Concrete
BASES TYPE F1
200

200
section 05-05
scale 1:25 650 200 650

CLIENT:

500
725

725
500

P 7T16-02-200B2 P

7T16-01-200B1
ST MARIA GORETTI, KATENDE
TEL.
P.O BOX__, MPIGI DISTRICT

1200
200
50

FIRST FLOOR FIRST FLOOR

75

75
1500
ARCHITECT:
225

225
TYPICAL SECTION M-M THROUGH

500
ALFRED JOEL MULWANA, RM 20, FIRST
FLOOR, AMADINDA HOUSE,
275

1500X1500X500mm

275
BRC-A142 BRC-A142
PARLIAMENTARY AVENUE, KAMPALA
C25 Concrete BRC-A142 BASES TYPE F2
scale 1:25 500 200 500
200 1200
STRUCTURAL ENGINEER :
TYPICAL PLAN OF COARSE CONSTRUCTION COMPANY
1200X1200X400mm Deep, F1 LIMITED.

400
P.O. BOX.__, NABINGO, WAKISO DISTRICT
Scale 1:25
03 03 05 05 section 05-05

TO BE DETERMINED ON SITE
BRC-A142
6T16-01 Ø3
00
6T16-01 C25 Concrete
3700

3700
16T8-03-200 LINKS

16T8-03-200 LINKS

150mm
200mm BRICK WALL 1800 50mm blinding
PROJECT:
3200

3200

MINIMUM 1500mm
150mm hardcorefilling
section 03-03

9T8-03-200
6T16-01 PROPOSED CLASSROOM BLOCK IN
KATENDE WAKISO DISTRICT FOR ST.
200 200 200 C15 Mass Concrete 9T16-02-200B2 10T16-02-200B2 MARIA GORETTI , KATENDE

800
M M Q Q
9T16-01-200B1

10T16-01-200B1
200

200
1500

750 300 750

Drawing Title: CLASSROOM BLOCK
200

1800
200 FOUNDATION LAYOUT, BEAMS,ROOF
725

725

LAYOUT,COLUMN, FOOTING DETAILS,

600
AND STAIRCASE DETAILS
SECTION THRU WALL FOOTING
800

Designed by: Job No.:

(SCALE 1:25) GROUND FLOOR GROUND FLOOR
75

75

50
A.Y
150

150

650 200 650 +256758901370

1800
1500 TYPICAL REINFORCEMENT ELEVATION TYPICAL REINFORCEMENT ELEVATION Checked by: Dwg No.:
TYPICAL PLAN OF FOR COLUMN C4, (Dia 300mm) 750 300 750
1500X1500X500mm Deep, F2 FOR COLUMN C3, (300X200mm) TYPICAL SECTION Q-Q THROUGH
Scale: 1:25 Scale: 1:25 TYPICAL PLAN OF
Scale 1:25 1800X1800X600mm Approved by : Scale.:
1800X1800X600mm Deep, F3 AS SHOWN
Scale 1:25 BASES TYPE F3
Date : Rev No.:
scale 1:25 30TH DEC 2023
 NO. NOTES
A B C D E F G H I
1. All Engineer's drawings shall be read in
conjunction with the Architect's drawings. Any
33800
1200 300 300 300 300 300 300 300 300 300 1200 discrepancies should be reported

BEAM 03(500X200) 2. These drawings shall be read in conjunction

5 5 with Standard & Particular Specifications.

BEAM 07(500X200)
3. All dimensions are in mm unless otherwise

7T12-06-150B1
BEAM 06(500X200)

7T12-07-150B1
stated.

7T12-08-150B1
4. Foundations shall be constructed on firm
4T10-06-200(T2) 14T10-06-200(T2) 14T10-06-200(T2) 10T10-06-200(T2) 10T10-06-200(T2) 10T10-06-200(T2) 4T10-06-200(T2) K natural ground. Blinding shall not be placed
K without Engineer's approval.
4050

900
5. Concrete shall be of grade C25 unless stated
1500 2000 2000 1500 1500 1500 1500 1500 1500 1500 slump (75) & maximum aggregate size
20mm.Minimum cement conent 325kg/m3 &
BRC A142 BRC A142
LAB
maximum w/c ratio shall be 0.55

1000 XP AN S BRC A142 BRC A142 1000

15T10-03-200B2 6. Cover to reinforcement shall be
A
1000 H ICK M PPING 1000 9T10-03-200T2 50mm-foundations and rc walls,

100
T
BEAM 08(500X200)

25mm-columns, 30mm-beams & 25mm-slabs.

BRC A142 m TO
175m 50mm 7. Masonry units shall have a minimum
34T12-01-2prb.B1

4 4 14T10-05-200B2/T2 14T10-05-200B2/T2
BEAM 12(500X200)
compressive strength of 2.8N/mm2 and
1000 1000

BEAM 11(500X200)
15T10-03-200B2
1050

mortar designation (ii).

34T12-03-2prb.B1
STAIRCASE 02

9700
34T12-05-2prb.T1
STAIRCASE 01 8T10-03-200T2

34T12-05-2prb.T1
8. Ground supported slabs shall be reinforced
BRC A142

7T12-04-150B1

7T12-02-150B1
34T12-05-2prb.T1

34T12-05-2prb.T1

7T16-01-150B1
34T12-05-2prb.T1
with a square mesh A142
3 3

BEAM 04(500X200)

34T12-02-2prb.B1

BEAM 10(500X200)
9. Fill material shall be approved by the

900
engineer prior to use.
800 800

BEAM 05(500X200)
10. Approved fill shall be placed and spread in
2700

22T12-12-200Ubar
22T12-12-200Ubar

BRC A142 BRC A142 layers of 150mm to 250mm,OMC

BEAM 09(500X200)
BRC A142
200

achieved and compacted to 98% MDD

mm

(Modified AASHTO)
2/2T12-04-(T1/B2)
SO

LAB

200
800
11. Reinforced concrete design and workmanship

ID S
LID

OL
to BS8110 Pt. 1 & 2

S
mm
SLA

200
2 2
9T12-07-200B2/T2

9T12-09-200B2/T2
12. Timber shall be of SG grade and to BS 5268.

9T12-08-200B2/T2
B

10T12-11-200B2/T2
BEAM 02(500X200)
148T12-10-200Ubar 10T12-11-200B2/T2
PLAN DETAIL OF STAIRCASE 01 & 02 13. Structural steelwork to BS 5950. See
1900

1000 1000 1000 1000 FROM GROUND FLOOR TO FIRST FLOOR standard steelwork notes.

200mm SOLID SLAB (SCALE 1:25)

1 1
BEAM 01(500X200)
2000 4359 5574 4967 4967 4967 4967 2000 ISSUES
A B C D E F G H I NO. date Recipient
FIRST FLOOR LAYOUT 1. ARCHITECT
A B C
SCALE 1:150 D E F
2T16-01 2T16-01 2T16-05 2T16-05 2T16-08
2T16-02 3T16-04 2T16-06 2T16-07 2T16-09
2T16-01 750 1300 1300 1500 800 200 1500 1300 1300 1300 800 200 1300 1300
A A
10T8-03-200 LINKS 24T8-03-200 LINKS 24T8-03-200 LINKS 24T8-03-200 LINKS 24T8-03-200 LINKS
REVISIONS
2000 1000 2T16-13 4360 1000 5573 1000 A 4967 2T16-14 A 4967 1000 2T16-15 4967 NO. date descriptions
2T16-12 3164
BEAM 01,03 (500X200)
G H I
2T16-08 2T16-11
Scale: 1:30
3T16-10 2T16-12
1300 1300 800 200 1300 750 1 2 4 5
A 2T16-01 2T16-01
2T16-01
2T16-02 2T16-02 3T16-04
225

T8-03-200 LINKS
2T16-01 700 1100 1100 1150
500

24T8-03-200 LINKS 10T8-03-200 LINKS

B 2T16-01
3T16-04
2T16-08

225
A 4967 1050 20002T16-16

500
200
1803 A 10T8-03-200 LINKS 19T8-03-200 LINKS 19T8-03-200 LINKS
T8-03-200 LINKS
BEAM 01,03 (500X200),CONT'D 3T16-05

Scale: 1:30 1900 3750 3T16-05 B 4050 200

B
BEAM 04,05(500X200)
Scale: 1:30 CLIENT:
B C D E F G ST MARIA GORETTI, KATENDE
TEL.
2T16-01 2T16-05 2T16-05 2T16-08 2T16-08 P.O BOX__, MPIGI DISTRICT
3T16-04 3T16-06 3T16-07 2T16-09 3T16-10
2T16-01 1300 1300 800 200 1300 1300 1300 1300 800 200 1300 1300 1300 1300 ARCHITECT:
A A ALFRED JOEL MULWANA, RM 20, FIRST
FLOOR, AMADINDA HOUSE,
PARLIAMENTARY AVENUE, KAMPALA
24T8-03-200 LINKS 24T8-03-200 LINKS 24T8-03-200 LINKS 24T8-03-200 LINKS

2T16-12 4360 1000 5573 1000 4967 2T16-13 4967 1000 A 4967 2T16-14 A STRUCTURAL ENGINEER :
1589 COARSE CONSTRUCTION COMPANY
H BEAM 02 (500X200) LIMITED.
Scale: 1:30 P.O. BOX.__, NABINGO, WAKISO DISTRICT

1 2 4 5 1 4 5
800 200 2T16-11 1300
2T16-01 2T16-01 2T16-01
2T16-02 3T16-04 3T16-04
2T16-01 700 1100 1100 2000 2T16-01 1200 1400
24T8-03-200 LINKS D 2T16-01
3T16-04 B PROJECT:
225

500

2T16-02 1050
PROPOSED CLASSROOM BLOCK IN
KATENDE WAKISO DISTRICT FOR ST.
10T8-03-200 LINKS 14T8-03-200 LINKS 27T8-03-200 LINKS 24T8-03-200 LINKS
3378 3T20-06
T8-03-200 LINKS 27T8-03-200 LINKS
MARIA GORETTI , KATENDE

BEAM 02 (500X200),CONT'D 2T16-05 1000 D 3T20-06 200

1900 3T16-05 B
Scale: 1:30 2702 5100 D 4600 5100
BEAM 06,07(500X200)
2 BEAM 08,09(500X200) 5
Scale: 1:30 Drawing Title: CLASSROOM BLOCK

A-142 BRC T12-2per Rib-T1

Scale: 1:30 FOUNDATION LAYOUT, BEAMS,ROOF
LAYOUT,COLUMN, FOOTING DETAILS,
BRC - A142 TOP MESH Mesh 800 T12-2per Rib-B1 AND STAIRCASE DETAILS
3T16-01
50

C
225

225

Designed by: Job No.:

175

450

3T16-01 A.Y

225
T12 T12 T12 T12 T12 T12 T12 T12 T12 T12 T12 T12
225

+256758901370

500
150 300 150 300 150 300 150 300 150 300 150116 2T12-T2 2T12-T2 19T8-03-200 LINKS
2T12-B2 2T12-B2 Checked by: Dwg No.:
320 200 315 T8-03-200 LINKS
SECTION THROUGH 225mm THICK FLOOR SLAB 4T20-04 C
4T20-04
4T16-02

TYPICAL SECTION THRU SUPPORT MID BEAM & 4T16-02 200 Approved by : Scale.:
(SCALE 1:25) 7800 C AS SHOWN
FLOOR SLAB BEAM 10,11,12(500X200) Date :
(Reinforcement Detail) Scale: 1:30 Rev No.:
30TH DEC 2023
 NO. NOTES
A B C D E F G H I 1. All Engineer's drawings shall be read in
conjunction with the Architect's drawings. Any
33800 discrepancies should be reported

2. These drawings shall be read in conjunction

with Standard & Particular Specifications.
RING BEAM (400X200) 3. All dimensions are in mm unless otherwise
5 5 stated.

4. Foundations shall be constructed on firm

natural ground. Blinding shall not be placed
without Engineer's approval.

5. Concrete shall be of grade C25 unless stated

slump (75) & maximum aggregate size
20mm.Minimum cement conent 325kg/m3 &
maximum w/c ratio shall be 0.55
4050

6. Cover to reinforcement shall be

50mm-foundations and rc walls,
25mm-columns, 30mm-beams & 25mm-slabs.

RI 7. Masonry units shall have a minimum

DG compressive strength of 2.8N/mm2 and
mortar designation (ii).
E 8. Ground supported slabs shall be reinforced
with a square mesh A142
E
DG
9. Fill material shall be approved by the

RI
engineer prior to use.

4 4 10. Approved fill shall be placed and spread in

layers of 150mm to 250mm,OMC
1050

achieved and compacted to 98% MDD

9700
(Modified AASHTO)
RIDGE RIDGE RIDGE

RING BEAM (400X200)

11. Reinforced concrete design and workmanship
3

RING BEAM (400X200)

3 to BS8110 Pt. 1 & 2

RING BEAM (400X200)

RING BEAM (400X200)
RING BEAM (400X200)

RING BEAM (400X200)

RING BEAM (400X200)
12. Timber shall be of SG grade and to BS 5268.
RING BEAM (400X200)

13. Structural steelwork to BS 5950. See

standard steelwork notes.

TRUSS TRUSS
2700

E
G
ID

RI
R

DG
E ISSUES

TRUSS NO. date Recipient

2 TRUSS 2 1. ARCHITECT
RING BEAM (400X200) RING BEAM (400X200)

TRUSS

TRUSS

TRUSS
TRUSS

TRUSS
TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS
1900

RING BEAM (400X200)

1 1
REVISIONS
2000 4359 5574 4967 4967 4967 4967 2000 NO. date descriptions
A B C D E F G H I
50X100mm
2T16-01 TOP TIMBER PURLIN @900c/c
400

T8-01- @200cc (Links)

ROOF AND RING BEAM LAYOUT
2T16-01-BOTTOM
200
SCALE 1:50
271 600 506
(200x400mm) RING BEAM SECTION

185
150 x 50mm TIMBER 300
200 RIDGE BOARD

200 700
ALL

185
CLIENT:
ER 900

1850
900
V
SO 150 ST MARIA GORETTI, KATENDE
RIE x 50
VA 100 x 50mm TIMBER
HORD mm
TIM 100 x 50mm TIMBER TEL.
PURLIN TOPC BER PURLIN P.O BOX__, MPIGI DISTRICT
ER TOP 7T12-18-150B1
TIM
B CHO 9T12-19-150B1
0 mm RD
00
0x5 11
15
900
900 271 ARCHITECT:
1338
506 600
75 x 100mm TIMBER 110
0 ALFRED JOEL MULWANA, RM 20, FIRST

3700
WALL PLATE
FLOOR, AMADINDA HOUSE,
7T12-04-150B1 PARLIAMENTARY AVENUE, KAMPALA
900
900

250
60

25°
100 x 50 mm INTERNAL 300
25°

100 x 50mm INTERNAL 0

900 TIMBER MEMBERS TIMBER MEMBERS 600
150 x
50mm STRUCTURAL ENGINEER :

1850
TIMB
ER T

185
OP C COARSE CONSTRUCTION COMPANY
HORD
150 x 50 mm TIMBER BOTTOM CHORD LIMITED.
400

400
900 100 x 50mm TIMBER 7T P.O. BOX.__, NABINGO, WAKISO DISTRICT
12-

185
PURLIN 02- 110
150 0
1339

B1

900 750 750

75 x 100mm TIMBER 200 200

185
WALL PLATE

900 100 x 50 mm INTERNAL OVERALL LENGTH VARIES

25

TIMBER MEMBERS
PROJECT:
SECTION K-K THROUGH STAIRCASE 01&02
TYPICAL TIMBER TRUSS DETAILS PROPOSED CLASSROOM BLOCK IN
150 x 100 mm BOTTOM CHORD scale 1:25 Scale 1:25 KATENDE WAKISO DISTRICT FOR ST.
MARIA GORETTI , KATENDE
400

600 7T16-01-150B1

750
200 ROOF NOTES
OVERALL LENGTH VARIES STAIRCASE 01&02 NOTES Drawing Title: CLASSROOM BLOCK

25 Degrees FOUNDATION LAYOUT, BEAMS,ROOF

LAYOUT,COLUMN, FOOTING DETAILS,
20 RISERS @185mm=3700mm AND STAIRCASE DETAILS
TYPICAL TIMBER TRUSS DETAILS (50x100)mm purlins at 900 c/c
scale 1:25 TREADS = 300mm Designed by: Job No.:

(50x100)mm rafters A.Y

WAIST = 175mm +256758901370

(100X50)mm ties and struts Checked by: Dwg No.:

(50x150)mm tie beam Approved by : Scale.:

AS SHOWN
(100x75)mm wall plate Date : Rev No.:
30TH DEC 2023