1 2 3 45 6 7 8 2T16

1 2 3 45 6 7 8 2T16 2T16

33T12-14-150(B2)

33T12-15-150(B2)
42T12-05-150(T1)

42T12-05-150(T1)

42T12-05-150(T1)
8T10-11-200(B2)

16T8-04-200(T2)

16T8-04-200(T2)

16T8-04-200(T2)
28T8-12-200(T2)
13T12-10-150(B2) 35T12-13-150(B2)

A
A T8-01-200 T8-01-200 T8-01-200
33T12-05-150(T1)
B 2T20 3T16 2T20
B 450x200 BEAM FB01 450x200 BEAM FB02 450x200 BEAM FB03

(5) (5)
10T8-07-200(T2) (5)
2T16
(5) (5) (5) (5) (5)
33T12-09-150(B1) 30T8-03-200(T2) 2T20 2T16

C
33T12-05-150(T1)
100T10-02-200(B2)

C T8-01-200 T8-02-200
D
8T12-08-150(B2)
(50) (18)
68T8-01-200A.R.(T1/B1)
T8-01-200
(5) 2T20 2T20
10T8-07-200(T2)
(5)
D 450x200 BEAM FB04 450x200 BEAM FB05 2T16
E 450x200 BEAM FB06

F
7T10-18-200(B2)
E 2T20

7T10-19-200(B2)
6T10-17-200(B2)
2x7T10-20-200A.R.(T2/B2)
42T12-05-150(B2)
13T8-22-200A.R.(T1/B1) F
SEC. C1B-C1B SEC. C2B-C2B
SCALE 1:10 SCALE 1:10 (5) (5) (6) T8-01-200
16T8-04-200(T2)

3T20
33T12-06-150(B2) 7T10-23-200(B2) 450x200 BEAM FB07
6T10-17-200(B2)

1
G
42T12-05-150(T1)
G 08 2T20
3T20
2T20

2T20

(5) (5) (6) 3T30

SEC. C1A-C1A SEC. C2A-C2A 16T8-04-200(T2)
SCALE 1:10 SCALE 1:10
T8-01-200
08 2T20
450x200 BEAMFB08
2T20
SEC. 08-08
H 1ST FLOOR SLAB DETAILS D B A
SCALE 1:25 SCALE 1:25
43T8-01-200A.R.(T1/B1)
67T12-02-150(B1)
H 09A 09B 2T16 2T16
20T8-03-200(T2)
2T16
2T16
1ST FLOOR BEAM LAYOUT 3T30
T8-01-200
T8-01-200
09A 09B 2T20
450x200 BEAMFB09 2T20

Truss T14
SEC. C2-C2 SEC. C2-C2 SEC. 09A-09A 2T20

13
H
ip

sT
SCALE 1:20 SCALE 1:20
SEC. 09B-09B

Tr

us

5
us

Truss T8

Truss T8

Truss T8

Truss T8

Truss T8

Truss T8

Truss T7

Truss T6
Tr

sT
s
D B

T1

us
ip
SEC. C1-C1

Tr
3
SCALE 1:20

ip
2T16 2T16

H
Truss T12 10A 10B
Truss T4 2T16
2T16
Truss T12 3T30
Truss T1 T8-01-200

H
Truss T11 T8-01-200

ip
Tr
10A 10B 2T20 2T20

T3
us
Truss T2 SEC. 10A-10A

ss
450x200 BEAMFB10

sT
2T20

u
Tr
9
Truss T10 SEC. 10B-10B

y
E D B

le
al
V
SCALE 1:25 SCALE 1:25 Truss T1 2T16 2T16

V
al
11A 11B

le
y
2T16

Tr
Truss T8
B2
B2

us
SCALE 1:25 2T16
2T16

sT
Truss T1 3T30

5
T8-01-200
Truss T8
T8-01-200 T8-01-200

11A 11B 2T20 2T20

C1 C1 SEC. 11A-11A
450x200 BEAMFB11 2T20
C2 C2 Truss T8
2T20 2T12 SEC. 11B-11B
C1 2T16
450x200
TYP. ROOR BEAM
TYPICAL BASE B3 Truss T8 01
TYPICAL BASE B1 TYPICAL BASE B2 01
SCALE 1:50 SCALE 1:50
SCALE 1:50 02 02 T8-01-200 T8-03-200
Truss T6 03 1ST TO 4TH FLOOR AND ROOF SLAB DETAILS
04 05 03 3T20 12T12
04 05 450x200 BEAM FB12 450x200 BEAM FB13 1.SCALE
This 1:100
drawing should NOT be scaled.
s T5

2. Concrete cover to reinforcement steel to be:

us
Tr

Truss T1

Truss T1

Truss T1
Truss T2
Truss T4

TRUSS TYPE T1 Foundations = 50mm

ip

TRUSS TYPE T8
H

1 2 3 45 6 7 8 Columns = 40mm
Beams = 25mm
Slabs =20mm
3. Concrete strength for structural concrete members to be
A class 25, (1:1.5:3 mix) and 1:2:4 mix for strip footings
B1 B1 B1 4. Square twisted steel reinforcement bars to BS4461 denotes ``Y'
ROOF STRUCTURE LAYOUT
5. Mild steel reinforcement bars to B.S.4449 are denoted " R ".
B B1 B1 B1 B1 6. All timber to be grade II in accordance with KS 02-94: 1989.
B1

01
11 10
PROJECT;
02 10
03 03 10 PROPOSED FPFK KABIRIA
04 PHILADELPHIA SCHOOL ON
03 06
C 04 05 06
03
09 04
06
PLOT L.R. No. DAGORETTI / WAITHAKA 999
01

B1 04
04 08 03 (FREE PENTECOSTAL FELLOWSHIP IN
09
D TRUSS TYPE T12
04
04 08 KENYA REGISTERED TRUSTEES OF
01

07
05 06 CLIENT; P.O. BOX 5230 NAIROBI
05 06
E 04 03
08
07
FPFK PHILADELPHIA SCHOOL
B3 B2 B2 B2 02
04 13T10-03-200(B2)
F B3
7T12-01-150(T1/B1)
B1
7T12-01-150(T1/B1)
STRUCTURAL DETAILS
B1 B1 DETAIL 01 DETAIL 04 SECTION S1-S1 7T12-01-150(T1/B1)
02 02
SECTION S2-S2
S.M.K DRAWN; J.R.

7T12-09-150(B1) As shown DRG No.;

7T12-11-150(B1)
7T12-06-150(B1)
G
7T12-10-150(B1)

HARDCORE
DETAIL 02 4T10-04-250(T2) 4T10-04-250(T2)

7T12-06-150(B1)
B1 B2 B1
DETAIL 05 down (2) 4T10-08-250(T2)
4T10-04-250(T2) 4T10-04-250(T2)
13T10-03-200(B2)
1:4:8 BLINDING
T10-01-200(B) down (2) 4T10-08-250(T2)
13T10-03-200(B2)
01 01 3T10-02-200(B)
7T10-07-200(B2)
7T12-01-150(B1)

S1 13T10-03-200(B2) 9T12-05-150(B1/T1)
S1 8T10-07-200(B2)

7T12-01-150(B1)

7T12-01-150(B1)
TYPICAL SECTION 03-03
7T12-02-150(B1)

TYPICAL SECTION 01-01 SECTION 02-02 up S2 13T10-03-200(B2)

S2

9T12-05-150(B1/T1)
SCALE 1:50

7T12-02-150(B1)
SCALE 1:50 4T10-04-250(T2) up
4T10-04-250(T2) 4T10-04-250(T2)
DETAIL 03 4T10-04-250(T2)
4T10-04-250(T2) 4T10-04-250(T2)
H DETAIL 06
B1 B2 B1
FOUNDATION LAYOUT STAIRCASE S1 LAYOUT
SCALE 1:100 STAIRCASE S2 LAYOUT