Attachment 5 - Appendix 3 Admin Building Engineering and Structures.pdf
PDF 8 MB Posted
- Solicitation number
- 19AQMM25R0042
About this file
This is a set of structural engineering drawings showing foundation layouts, starter column details, and ground floor beam details for an administrative building. The drawings include detailed specifications for concrete foundations, footings, columns and beams, with sizes ranging from 300x300mm to 1200x1200mm columns and 250x450mm beams. The drawings provide comprehensive technical information including quantity takeoffs for various rebar sizes (H8-H32), concrete grades (C35/45), and material specifications following BS 8110 standards. The foundation layout shows a grid system spanning approximately 80,000mm with detailed coordinates and dimensions for all structural elements. The drawings were prepared by CAAD & CAD Consult in Tema for a project dated April 2024, with full reinforcement schedules and sections showing anchor bolt details, column connections, and beam arrangements.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./01
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
FOUNDATION LAYOUT
EBEN ADJEI (SKUBI)
A
2 3 4 5 5a 6 6a 7 8 9 10 11
A1
B
B1
C
C' C1
D
D1
E
E1
F
F1
G
C1 (1200x1200) C2 (1200x1200) C3 (1200x1200) C4 (1200x1200) C5 (1200x1200) C6 (1200x1200) C7 (1200x1200) C8 (1200x1200) C9 (1200x1200) C10 (1200x1200) C11 (1200x1200)
C12 (1200x1200) C13 (1200x1200) C14 (1200x1200) C15 (1200x1200) C16 (1200x1200) C17 (1200x1200) C18 (1200x1200) C19 (1200x1200) C20 (1200x1200) C21 (1200x1200) C22 (1200x1200)
C23 (500x500)
C24 (500x500)
C25 (500x500)
C26 (500x500)
C27 (500x500)
C28 (500x500)
C29 (500x500)
C30 (500x500)
C31 (500x500)
C32 (500x500) C33 (500x500)
C34 (500x500)
C35 (500x500) C36 (500x500)
C37 (500x500) C38 (500x500)
C39 (500x500) C40 (500x500)
C41 (500x500) C42 (500x500)
C43 (500x500) C44 (500x500)
C45 (500x500) C46 (500x500)
C47 (500x500) C48 (500x500) C49 (500x500) C50 (500x500)
C51 (500x500)C52 (500x500)C53 (500x500)C54 (500x500)
C55 (500x500) C56 (500x500)
C57 (500x500)C58 (500x500)C59 (500x500)
C60 (500x500)C61 (500x500)
C62 (500x500)C63 (500x500)C64 (500x500)
C65 (500x500) C66 (500x500)
C67 (500x500)C68 (500x500)C69 (500x500)
C70 (500x500)
C71 (500x500)
C72 (500x500)
C73 (500x500)
C74 (500x500)
C75 (500x500) C76 (500x500)
C77 (500x500) C78 (500x500)
C79 (500x500) C80 (500x500)
C81 (500x500) C82 (500x500)
C83 (500x500)
C84 (500x500)
C85 (500x500)
C86 (500x500)
C87 (500x500)
C88 (500x500)
C89 (300x300) C90 (300x300) C91 (300x300)
C92 (300x300) C93 (300x300) C94 (300x300)
C95 (300x300) C96 (300x300) C97 (300x300)
C98 (300x300) C99 (300x300) C100 (300x300)
C101 (300x300) C102 (300x300) C103 (300x300)
C104 (300x300) C105 (300x300) C106 (300x300)
C107 (300x300) C108 (300x300) C109 (300x300)
C110 (300x300) C111 (300x300) C112 (300x300)
C113 (300x300) C114 (300x300) C115 (300x300)
C116 (300x300) C117 (300x300) C118 (300x300)
C119 (300x300) C120 (300x300) C121 (300x300) C122 (300x300)
C123 (300x300)
C124 (300x300)
C125 (300x300)
C126 (300x300)
C127 (300x300)
C128 (300x300)
C129 (300x300)
C131 (1200x1200)
C132 (1200x1200)
C133 (500x500)
F-1C83
1700 / 1300 (d = 400)
F-1C84
1700 / 1400 (d = 400)
F-1C85
1400 / 1700 (d = 400)
F-1C86
1600 / 1300 (d = 400)
F-1C87
1400 / 1700 (d = 400)
F-1C88
1800 / 1400 (d = 400)
F-1C12
2000 / 2100 (d = 400)
F-1C13
2800 / 2900 (d = 500)
F-1C119
1800 / 1500 (d = 400)
F-1C116
1400 / 1200 (d = 400)
F-1C113
1800 / 1400 (d = 400)
F-1C14
2700 / 2900 (d = 500)
F-1C15
2600 / 2900 (d = 500)
F-1C121
1500 / 1500 (d = 400)
F-1C117
1400 / 1300 (d = 400)
F-1C120
1400 / 1300 (d = 400)
F-1C118
1300 / 1300 (d = 400)
F-1C115
1400 / 1200 (d = 400)
F-1C112
1300 / 1300 (d = 400)
F-1C111
1400 / 1300 (d = 400)
F-1C114
1400 / 1300 (d = 400)
F-1C29
1600 / 1900 (d = 400)
F-1C108
1400 / 1300 (d = 400)
F-1C107
1400 / 1200 (d = 400)
F-1C110
1400 / 1200 (d = 400)
F-1C109
1500 / 1500 (d = 400)
F-1C106
1300 / 1300 (d = 400)
F-1C30
1600 / 1900 (d = 400)
F-1C28
1300 / 1200 (d = 400)
F-1C27
1600 / 1900 (d = 400)
F-1C16
2600 / 2700 (d = 500)
F-1C104
1800 / 1400 (d = 400)
F-1C105
1400 / 1300 (d = 400)
F-1C101
1400 / 1200 (d = 400)
F-1C98
1800 / 1500 (d = 400)
F-1C95
1400 / 1200 (d = 400)
F-1C92
1400 / 1200 (d = 400)
F-1C89
1800 / 1500 (d = 400)
F-1C2
2900 / 3000 (d = 500)
F-1C1
2000 / 2000 (d = 500)
F-1C3
2900 / 3000 (d = 500)
F-1C90
1400 / 1300 (d = 400)
F-1C93
1400 / 1300 (d = 400)
F-1C4
2900 / 3000 (d = 500)
F-1C5
2100 / 2100 (d = 500)
F-1C91
1500 / 1400 (d = 400)
F-1C94
1300 / 1300 (d = 400)
F-1C23
1600 / 1900 (d = 400)
F-1C97
1300 / 1300 (d = 400)
F-1C96
1400 / 1300 (d = 400)
F-1C24
1300 / 1200 (d = 400)
F-1C25
1300 / 1200 (d = 400)
F-1C100
1300 / 1300 (d = 400)
F-1C99
1400 / 1300 (d = 400)
F-1C102
1400 / 1300 (d = 400)
F-1C103
1600 / 1500 (d = 400)
F-1C26
1700 / 1200 (d = 400)
F-1C7
2500 / 2700 (d = 500)
F-1C8
2500 / 2600 (d = 500)
F-1C9
2200 / 2300 (d = 400)
F-1C72
1700 / 1900 (d = 400)
F-1C69
1700 / 2000 (d = 400)
F-1C70
1400 / 1200 (d = 400)
F-1C73
1400 / 1300 (d = 400)
F-1C11
2600 / 2400 (d = 400)
F-1C10
2200 / 2200 (d = 400)
F-1C129
1400 / 1300 (d = 400)
F-1C81
1300 / 1200 (d = 400)
F-1C82
1400 / 1200 (d = 400)
F-1C67
1300 / 1200 (d = 400)
F-1C128
1400 / 1300 (d = 400)
F-1C68
1400 / 1200 (d = 400)
F-1C65
1400 / 1200 (d = 400)
F-1C127
1400 / 1300 (d = 400)
F-1C66
1300 / 1200 (d = 400)
F-1C80
1400 / 1200 (d = 400)
F-1C126
1300 / 1300 (d = 400)
F-1C79
1400 / 1200 (d = 400)
F-1C74
1700 / 1900 (d = 400)
F-1C71
1600 / 2000 (d = 400)
F-1C62
1400 / 1200 (d = 400)
F-1C63
1700 / 1900 (d = 400)
F-1C64
1300 / 1200 (d = 400)
F-1C60
1800 / 1500 (d = 400)
F-1C75
1600 / 1200 (d = 400)
F-1C76
1800 / 1200 (d = 400)
F-1C57
1400 / 1200 (d = 400)
F-1C58
1600 / 1900 (d = 400)
F-1C59
1300 / 1200 (d = 400)
F-1C53
1600 / 1900 (d = 400)
F-1C61
1700 / 1500 (d = 400)
F-1C54
1600 / 2000 (d = 400)
F-1C52
1400 / 1200 (d = 400)
F-1C125
1300 / 1300 (d = 400)
F-1C51
1400 / 1200 (d = 400)
F-1C78
1400 / 1200 (d = 400)
F-1C124
1400 / 1300 (d = 400)
F-1C77
1300 / 1200 (d = 400)
F-1C56
1400 / 1200 (d = 400)
F-1C55
1300 / 1200 (d = 400)
F-1C47
1600 / 2000 (d = 400)
F-1C48
1700 / 1900 (d = 400)
F-1C49
1500 / 1700 (d = 400)
F-1C123
1400 / 1300 (d = 400)
F-1C50
1500 / 1200 (d = 400)
F-1C133
1500 / 1200 (d = 400)
F-1C122
1600 / 1500 (d = 400)
F-1C22
2200 / 2200 (d = 400)
F-1C21
2000 / 2000 (d = 400)
F-1C20
2200 / 2200 (d = 400)
F-1C19
2300 / 2300 (d = 400)
F-1C18
2300 / 2300 (d = 400)
F-1C17
2700 / 2500 (d = 400)
F-1C31
1600 / 1900 (d = 400)
F-1C32
1400 / 1300 (d = 500)
F-1C35
1600 / 1900 (d = 400)
F-1C37
1600 / 1800 (d = 400)
F-1C39
1700 / 1300 (d = 400)
F-1C41
1400 / 1400 (d = 500)
F-1C43
1300 / 1300 (d = 500)
F-1C45
1700 / 1900 (d = 400)
F-1C6
2500 / 2800 (d = 400)
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
0 30
0 30
0 30
150150
0 30
150150
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
0 30
600 600
600 600
600 600
250250
850 850
850 850
700 700
800 800
700 700
900 900
1000 1000
1400 1400
900 900
700 700
900 900
1350 1350
1300 1300
750 750
700 700
700 700
650 650
700 700
650 650
700 700
700 700
800 800
700 700
700 700
700 700
750 750
650 650
800 800
650 650
800 800
1300 1300
900 900
700 700
700 700
900 900
700 700
700 700
900 900
1450 1450
1000 1000
1450 1450
700 700
700 700
1450 1450
1050 1050
750 750
650 650
800 800
650 650
700 700
650 650
650 650
650 650
700 700
700 700
800 800
00 850 850
1250 1250
1250 1250
1100 1100
850 850
850 850
700 700
700 700
1300 1300
1100 1100
700 700
650 650
700 700
650 650
700 700
700 700
700 700
700 700
650 650
700 700
650 650
700 700
850 850
800 800
700 700
850 850
650 650
900 900
800 800
900 900
700 700
800 800
650 650
800 800
850 850
800 800
700 700
650 650
700 700
700 700
700 700
650 650
700 700
650 650
800 800
850 850
750 750
700 700
750 750
750 750
800 800
1100 1100
1000 1000
1100 1100
1150 1150
1150 1150
1450 1250
700 900
600 800
700 900
700 900
750 950
600 800
550 750
750 950
1350 1150
80000
8000 8000 8000 8000 3300 4700 200 7800 8000 8000 8000 8000
80000
8000 8000 8000 8000 3300 4700 200 7800 8000 8000 8000 8000
A
A1
B
B1
C
C' C1
D
D1
E
E1
F
F1
G
1 2 3 4 5 5a 6 6a 7 8 9 10 11
FOUNDATION LAYOUT
scale1:100
250250
250250
250250
250250
250250
250250
250250
250250
250250
250250
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
F-1C12
2000 / 2100 (d = 400)
8H20-250
8H
-2
L=
9H
-2 5017909H20-250 L=2350
9H
-2
1920 9H25-250 L=2500
8H25-250
8H
-2
L=
400 1200 400
400 100
F-1C13
2800 / 2900 (d = 500)
12H20-250
H
-2
L=
H
-2
259012H20-250 L=3350
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2720 12H25-250 L=3500
12H25-250
H
-2
L=
800 1200 800
500 100
F-1C14
2700 / 2900 (d = 500)
11H20-250
H
-2
L=
H
-2
249012H20-250 L=3250
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2620 12H25-250 L=3400
11H25-250
H
-2
L=
750 1200 750
500 100
F-1C15
2600 / 2900 (d = 500)
11H20-250
H
-2
L=
H
-2
239012H20-250 L=3150
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2520 12H25-250 L=3300
11H25-250
H
-2
L=
700 1200 700
500 100
F-1C16
2600 / 2700 (d = 500)
11H20-250
H
-2
L=
H
-2
239011H20-250 L=3150
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2520 11H25-250 L=3300
11H25-250
H
-2
L=
700 1200 700
500 100
F-1C2
2900 / 3000 (d = 500)
12H20-250
H
-2
L=
H
-2
269012H20-250 L=3450
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2820 12H25-250 L=3600
12H25-250
H
-2
L=
850 1200 850
500 100
F-1C1
2000 / 2000 (d = 500)
8H
-2 5017908H20-250 L=2600
8H20-250
8H
-2
L=
3H20-250 3H20-250
3H20-250
3H20-250
8H25-250
8H
-2
L=
8H
-2
1920 8H25-250 L=2750
400 1200 400
500 100
F-1C3
2900 / 3000 (d = 500)
12H20-250
H
-2
L=
H
-2
269012H20-250 L=3450
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2820 12H25-250 L=3600
12H25-250
H
-2
L=
850 1200 850
500 100
F-1C4
2900 / 3000 (d = 500)
12H20-250
H
-2
L=
H
-2
269012H20-250 L=3450
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2820 12H25-250 L=3600
12H25-250
H
-2
L=
850 1200 850
500 100
F-1C5
2100 / 2100 (d = 500)
9H
-2 5018909H20-250 L=2700
9H20-250
9H
-2
L=
3H20-250 3H20-250
3H20-250
3H20-250
9H25-250
9H
-2
L=
9H
-2
2020 9H25-250 L=2850
450 1200 450
500 100
F-1C7
2500 / 2700 (d = 500)
10H20-250
H
-2
L=
H
-2
229011H20-250 L=3050
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2420 11H25-250 L=3200
10H25-250
H
-2
L=
650 1200 650
500 100
F-1C8
2500 / 2600 (d = 500)
10H20-250
H
-2
L=
H
-2
229011H20-250 L=3050
3H20-250 3H20-250
3H20-250
3H20-250
H
-2
2420 11H25-250 L=3200
10H25-250
H
-2
L=
650 1200 650
500 100
F-1C9
2200 / 2300 (d = 400)
9H20-250
9H
-2
L=
H
-2
50199010H20-250 L=2550
H
-2
2120 10H25-250 L=2700
9H25-250
9H
-2
L=
500 1200 500
400 100
F-1C69
1700 / 2000 (d = 400)
7H16-250
7H
-2
L=
8H
-2
15208H16-250 L=2100
8H
-2
1620 8H20-250 L=2200
7H20-250
7H
-2
L=
600 500 600
400 100
F-1C11
2600 / 2400 (d = 400)
H
-2
50239010H20-250 L=3000
11H20-250
H
-2
L=
11H25-250
H
-2
L=
H
-2
2520 10H25-250 L=3150
700 1200 700
400 100
F-1C10
2200 / 2200 (d = 400)
9H
-2 5019909H20-250 L=2600
9H20-250
9H
-2
L=
9H25-250
9H
-2
L=
9H
-2
2120 9H25-250 L=2750
500 1200 500
400 100
100 F-1C71
1600 / 2000 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C63
1700 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
15208H16-250 L=2100
8H
-2
1620 8H20-250 L=2200
7H20-250
7H
-2
L=
600 500 600
400 100
F-1C53
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C54
1600 / 2000 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C47
1600 / 2000 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C22
2200 / 2200 (d = 400)
9H
-2 5019909H20-250 L=2600
9H20-250
9H
-2
L=
9H25-250
9H
-2
L=
9H
-2
2120 9H25-250 L=2750
500 1200 500
400 100
100F-1C21
2000 / 2000 (d = 400)
8H
-2 5017908H20-250 L=2400
8H20-250
8H
-2
L=
8H25-250
8H
-2
L=
8H
-2
1920 8H25-250 L=2550
400 1200 400
400 100
F-1C20
2200 / 2200 (d = 400)
9H
-2 5019909H20-250 L=2600
9H20-250
9H
-2
L=
9H25-250
9H
-2
L=
9H
-2
2120 9H25-250 L=2750
500 1200 500
400 100
F-1C19
2300 / 2300 (d = 400)
H
-2
50209010H20-250 L=2700
10H20-250
H
-2
L=
10H25-250
H
-2
L=
H
-2
2220 10H25-250 L=2850
550 1200 550
400 100
F-1C18
2300 / 2300 (d = 400)
H
-2
50209010H20-250 L=2700
10H20-250
H
-2
L=
10H25-250
H
-2
L=
H
-2
2220 10H25-250 L=2850
550 1200 550
400 100
F-1C17
2700 / 2500 (d = 400)
H
-2
50249010H20-250 L=3100
11H20-250
H
-2
L=
11H25-250
H
-2
L=
H
-2
2620 10H25-250 L=3250
650 1400 650
400 100
F-1C45
1700 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
15208H16-250 L=2100
8H
-2
1620 8H20-250 L=2200
7H20-250
7H
-2
L=
500 700 500
400 100
F-1C6
2500 / 2800 (d = 400)
10H20-250
H
-2
L=
H
-2
229012H20-250 L=2850
H
-2
2420 12H25-250 L=3000
10H25-250
H
-2
L=
550 1400 550
400 100
PAD FOOTINGS QUANTITY TAKE OFF - STOREYS -
SIZE UNIT WEIGHT (Kg/m) LENGTH (m) T.WEIGHT (Kg)
H16 1.580 262.2 414.3
H20 2.469 2,140.5 5,285.2
H25 3.858 1,593.4 6,147.5
T.WEIGHT (Kg) 11,847.0
NO SIZE QUA LENGTH (mm) TOTAL (m) FORM
1 20 36 3600 128.88 400 2790 400
2 20 36 3450 123.48 370 2690 370
3 20 18 2950 52.56 2920
4 20 36 2850 101.52 2820
5 25 36 3600 128.16 370 2820 370
6 25 36 3750 133.56 400 2920 400
7 20 34 3500 118.32 400 2690 400
8 20 23 3150 71.99 370 2390 370
9 20 18 2550 45.36 2520
10 25 23 3300 74.98 370 2520 370
11 25 34 3650 122.74 400 2820 400
12 20 12 3250 38.76 370 2490 370
13 20 18 2650 47.16 2620
14 25 12 3400 40.32 370 2620 370
15 20 12 3350 39.96 370 2590 370
16 20 6 2750 16.32 2720
17 25 12 3500 41.52 370 2720 370
18 20 21 3300 68.88 400 2490 400
19 25 21 3450 71.61 400 2620 400
20 20 22 3050 66.66 370 2290 370
21 20 12 2450 29.04 2420
22 25 22 3200 69.52 370 2420 370
23 20 20 3200 63.60 300 2590 300
24 20 57 2850 161.31 270 2290 270
25 25 57 3000 168.72 270 2420 270
26 25 20 3350 66.20 300 2720 300
27 20 10 3200 31.80 400 2390 400
28 25 10 3350 33.10 400 2520 400
29 20 30 3100 92.40 300 2490 300
30 25 30 3250 96.30 300 2620 300
31 20 10 3000 29.80 300 2390 300
32 20 11 2750 30.03 270 2190 270
33 25 11 2900 31.46 270 2320 270
34 25 10 3150 31.10 300 2520 300
35 20 29 2700 77.72 300 2090 300
36 20 20 2650 52.60 270 2090 270
37 25 20 2800 55.20 270 2220 270
38 25 29 2850 81.49 300 2220 300
39 20 37 2550 93.61 270 1990 270
40 25 37 2700 98.42 270 2120 270
41 16 28 2450 67.65 300 1820 300
42 16 32 2100 66.43 280 1520 280
43 20 32 2200 69.76 280 1620 280
44 20 28 2550 70.56 300 1920 300
45 20 27 2600 69.66 300 1990 300
46 25 27 2750 73.17 300 2120 300
47 20 9 2700 24.12 400 1890 400
48 20 9 2650 23.67 370 1890 370
49 20 12 2050 24.24 2020
50 25 9 2800 24.84 370 2020 370
51 25 9 2850 25.29 400 2020 400
52 20 8 2500 19.84 300 1890 300
53 20 17 2350 39.61 270 1790 270
54 25 17 2500 41.82 270 1920 270
55 25 8 2650 20.88 300 2020 300
56 20 8 2600 20.64 400 1790 400
57 20 8 2550 20.24 370 1790 370
58 20 12 1950 23.04 1920
59 25 8 2700 21.28 370 1920 370
60 25 8 2750 21.68 400 1920 400
61 20 8 2400 19.04 300 1790 300
62 25 8 2550 20.08 300 1920 300
63 16 32 2000 63.23 280 1420 280
64 20 32 2100 66.56 280 1520 280
65 16 28 2350 64.85 300 1720 300
66 20 28 2450 67.76 300 1820 300
Codes
BS 8110 [1997], BS-6399, TSC [2016] (LRFD)
Soil Parameters Soil Bearing Capacity (kN/m2) 200.00
Subgrade Reaction (kN/m3) 50000.000
Material Properties (Default) Material Rebar Grade
Columns C35/45 Grade 500 (Type 2)
Walls
C35/45 Grade 500 (Type 2)
Long. Web Rebar Grade 500 (Type 2)
Lat. Web Rebar Grade 500 (Type 2)
Beams C35/45 Grade 500 (Type 2)
Slabs C35/45 Grade 500 (Type 2)
Composite Slabs C20/25 Grade 460 (A-Fabric)
Ribs C35/45 Grade 500 (Type 2)
Footings C35/45 Grade 500 (Type 2)
Links - Grade 500 (Type 2) dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./02
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
FOOTING DETAILS
EBEN ADJEI (SKUBI)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
F-1C84
1700 / 1400 (d = 400)
6H
-2
15206H16-250 L=2150
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
6H
-2
1620 6H20-250 L=2250
600 500 600
400 100
F-1C85
1400 / 1700 (d = 400)
6H16-250
6H
-2
L=
7H
-2
12207H16-250 L=1800
7H
-2
1320 7H20-250 L=1900
6H20-250
6H
-2
L=
450 500 450
400 100
F-1C86
1600 / 1300 (d = 400)
6H
-2
14206H16-250 L=2050
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
6H
-2
1520 6H20-250 L=2150
550 500 550
400 100
F-1C87
1400 / 1700 (d = 400)
6H16-250
6H
-2
L=
7H
-2
12207H16-250 L=1800
7H
-2
1320 7H20-250 L=1900
6H20-250
6H
-2
L=
450 500 450
400 100
F-1C88
1800 / 1400 (d = 400)
6H
-2
15906H20-250 L=2200
8H20-250
8H
-2
L=
8H25-250
8H
-2
L=
6H
-2
1720 6H25-250 L=2350
650 500 650
400 100
F-1C119
1800 / 1500 (d = 400)
6H
-2
16206H16-250 L=2250
8H16-250
8H
-2
L=
8H20-250
8H
-2
L=
6H
-2
1720 6H20-250 L=2350
750 300 750
400 100
100 F-1C113
1800 / 1400 (d = 400)
6H
-2
16206H16-250 L=2250
8H16-250
8H
-2
L=
8H20-250
8H
-2
L=
6H
-2
1720 6H20-250 L=2350
750 300 750
400 100
F-1C121
1500 / 1500 (d = 400)
6H
-2
13206H16-250 L=1950
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1420 6H20-250 L=2050
600 300 600
400 100
F-1C117
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C120
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C118
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C112
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C111
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C114
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C29
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
100 F-1C109
1500 / 1500 (d = 400)
6H
-2
13206H16-250 L=1950
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1420 6H20-250 L=2050
600 300 600
400 100
F-1C30
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C27
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C104
1800 / 1400 (d = 400)
6H
-2
16206H16-250 L=2250
8H16-250
8H
-2
L=
8H20-250
8H
-2
L=
6H
-2
1720 6H20-250 L=2350
750 300 750
400 100
F-1C98
1800 / 1500 (d = 400)
6H
-2
16206H16-250 L=2250
8H16-250
8H
-2
L=
8H20-250
8H
-2
L=
6H
-2
1720 6H20-250 L=2350
750 300 750
400 100
F-1C89
1800 / 1500 (d = 400)
6H
-2
16206H16-250 L=2250
8H16-250
8H
-2
L=
8H20-250
8H
-2
L=
6H
-2
1720 6H20-250 L=2350
750 300 750
400 100
F-1C91
1500 / 1400 (d = 400)
6H
-2
13206H16-250 L=1950
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1420 6H20-250 L=2050
600 300 600
400 100
F-1C23
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C103
1600 / 1500 (d = 400)
6H
-2
14206H16-250 L=2050
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
6H
-2
1520 6H20-250 L=2150
650 300 650
400 100
F-1C72
1700 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
15208H16-250 L=2100
8H
-2
1620 8H20-250 L=2200
7H20-250
7H
-2
L=
600 500 600
400 100
F-1C126
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C74
1700 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
15208H16-250 L=2100
8H
-2
1620 8H20-250 L=2200
7H20-250
7H
-2
L=
600 500 600
400 100
F-1C60
1800 / 1500 (d = 400)
6H
-2
16206H16-250 L=2250
8H16-250
8H
-2
L=
8H20-250
8H
-2
L=
6H
-2
1720 6H20-250 L=2350
650 500 650
400 100
F-1C58
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
550 500 550
400 100
F-1C61
1700 / 1500 (d = 400)
6H
-2
15206H16-250 L=2150
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
6H
-2
1620 6H20-250 L=2250
600 500 600
400 100
F-1C124
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C48
1700 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
15208H16-250 L=2100
8H
-2
1620 8H20-250 L=2200
7H20-250
7H
-2
L=
600 500 600
400 100
100 F-1C49
1500 / 1700 (d = 400)
6H16-250
6H
-2
L=
7H
-2
13207H16-250 L=1900
7H
-2
1420 7H20-250 L=2000
6H20-250
6H
-2
L=
500 500 500
400 100
F-1C123
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C122
1600 / 1500 (d = 400)
6H
-2
14206H16-250 L=2050
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
6H
-2
1520 6H20-250 L=2150
650 300 650
400 100
F-1C31
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
450 700 450
400 100
F-1C32
1400 / 1300 (d = 500)
6H
-2
12206H16-250 L=2050
6H16-250
6H
-2
L=
3H16-250 3H16-250
3H16-250
3H16-250
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=2150
350 700 350
500 100
F-1C35
1600 / 1900 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
450 700 450
400 100
100F-1C37
1600 / 1800 (d = 400)
7H16-250
7H
-2
L=
8H
-2
14208H16-250 L=2000
8H
-2
1520 8H20-250 L=2100
7H20-250
7H
-2
L=
450 700 450
400 100
F-1C39
1700 / 1300 (d = 400)
6H
-2
14906H20-250 L=2100
7H20-250
7H
-2
L=
7H25-250
7H
-2
L=
6H
-2
1620 6H25-250 L=2250
500 700 500
400 100
F-1C41
1400 / 1400 (d = 500)
6H
-2
12206H16-250 L=2050
6H16-250
6H
-2
L=
3H16-250 3H16-250
3H16-250
3H16-250
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=2150
350 700 350
500 100
100F-1C43
1300 / 1300 (d = 500)
6H
-2
11206H16-250 L=1950
6H16-250
6H
-2
L=
3H16-250 3H16-250
3H16-250
3H16-250
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=2050
300 700 300
500 100
PAD FOOTINGS QUANTITY TAKE OFF - STOREYS -
SIZE UNIT WEIGHT (Kg/m) LENGTH (m) T.WEIGHT (Kg)
H16 1.580 1,304.8 2,061.9
H20 2.469 1,351.9 3,338.1
H25 3.858 79.9 308.3
T.WEIGHT (Kg) 5,708.2
NO SIZE QUA LENGTH (mm) TOTAL (m) FORM
1 16 84 2350 194.54 300 1720 300
2 16 88 2000 173.89 280 1420 280
3 20 88 2100 183.04 280 1520 280
4 20 84 2450 203.28 300 1820 300
5 16 24 2100 49.82 280 1520 280
6 20 24 2200 52.32 280 1620 280
7 16 50 2250 110.80 300 1620 300
8 20 50 2350 116.00 300 1720 300
9 16 30 2150 63.48 300 1520 300
10 16 43 1800 76.37 280 1220 280
11 20 43 1900 80.84 280 1320 280
12 20 30 2250 66.60 300 1620 300
13 16 72 1900 135.07 280 1320 280
14 20 72 2000 142.56 280 1420 280
15 16 18 2050 36.29 300 1420 300
16 20 18 2150 38.16 300 1520 300
17 16 18 1950 34.49 300 1320 300
18 20 18 2050 36.36 300 1420 300
19 16 24 2050 48.38 400
20 16 12 2000 23.71 380
21 16 36 1350 47.52 1320
22 20 12 2100 24.96 380
23 20 24 2150 50.88 400
24 20 6 2200 13.08 300 1590 300
25 20 8 1750 13.84 270 1190 270
26 25 8 1900 14.88 270 1320 270
27 25 6 2350 13.86 300 1720 300
28 16 12 1950 22.99 400
29 16 24 1900 45.02 380
30 16 36 1250 43.92 1220
31 20 24 2000 47.52 380
32 20 12 2050 24.24 400
33 16 18 1750 30.89 300 1120 300
34 16 61 1700 102.24 280 1120 280
35 20 61 1800 108.58 280 1220 280
36 20 18 1850 32.76 300 1220 300
37 16 36 1850 65.38 300 1220 300
38 20 36 1950 69.12 300 1320 300
39 20 12 2100 24.96 300 1490 300
40 20 14 1650 22.82 270 1090 270
41 25 14 1800 24.64 270 1220 270
42 25 12 2250 26.52 300 1620 300
Codes
BS 8110 [1997], BS-6399, TSC [2016] (LRFD)
Soil Parameters Soil Bearing Capacity (kN/m2) 200.00
Subgrade Reaction (kN/m3) 50000.000
Material Properties (Default) Material Rebar Grade
Columns C35/45 Grade 500 (Type 2)
Walls
C35/45 Grade 500 (Type 2)
Long. Web Rebar Grade 500 (Type 2)
Lat. Web Rebar Grade 500 (Type 2)
Beams C35/45 Grade 500 (Type 2)
Slabs C35/45 Grade 500 (Type 2)
Composite Slabs C20/25 Grade 460 (A-Fabric)
Ribs C35/45 Grade 500 (Type 2)
Footings C35/45 Grade 500 (Type 2)
Links - Grade 500 (Type 2) dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./03
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
FOOTING DETAILS
EBEN ADJEI (SKUBI)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
F-1C83
1700 / 1300 (d = 400)
6H
-2
15206H16-250 L=2150
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
6H
-2
1620 6H20-250 L=2250
600 500 600
400 100
F-1C116
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
550 300 550
400 100
F-1C115
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
550 300 550
400 100
F-1C108
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C107
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
550 300 550
400 100
F-1C110
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
550 300 550
400 100
F-1C106
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
100 F-1C28
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C105
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C101
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
550 300 550
400 100
100 F-1C95
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
550 300 550
400 100
F-1C90
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C93
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
100F-1C94
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C97
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C96
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C24
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C25
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C100
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C99
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
100F-1C102
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
100 F-1C26
1700 / 1200 (d = 400)
5H
-2
15205H16-250 L=2150
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
5H
-2
1620 5H20-250 L=2250
600 500 600
400 100
F-1C70
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C73
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
450 500 450
400 100
F-1C129
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C81
1300 / 1200 (d = 400)
5H
-2
10905H20-250 L=1700
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1220 5H25-250 L=1850
400 500 400
400 100
F-1C82
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C67
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C128
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C68
1400 / 1200 (d = 400) 5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C65
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C127
1400 / 1300 (d = 400)
6H
-2
12206H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1320 6H20-250 L=1950
550 300 550
400 100
F-1C66
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C80
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
450 500 450
400 100
F-1C79
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C62
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
450 500 450
400 100
100F-1C64
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C75
1600 / 1200 (d = 400)
5H
-2
14205H16-250 L=2050
7H16-250
7H
-2
L=
7H20-250
7H
-2
L=
5H
-2
1520 5H20-250 L=2150
550 500 550
400 100
F-1C76
1800 / 1200 (d = 400)
5H
-2
15905H20-250 L=2200
8H20-250
8H
-2
L=
8H25-250
8H
-2
L=
5H
-2
1720 5H25-250 L=2350
650 500 650
400 100
F-1C57
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
450 500 450
400 100
100F-1C59
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C52
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C125
1300 / 1300 (d = 400)
6H
-2
11206H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
6H
-2
1220 6H20-250 L=1850
500 300 500
400 100
F-1C51
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
450 500 450
400 100
F-1C78
1400 / 1200 (d = 400)
5H
-2
11905H20-250 L=1800
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1320 5H25-250 L=1950
450 500 450
400 100
F-1C77
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
F-1C56
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
450 500 450
400 100
F-1C50
1500 / 1200 (d = 400)
5H
-2
13205H16-250 L=1950
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1420 5H20-250 L=2050
500 500 500
400 100
F-1C133
1500 / 1200 (d = 400)
5H
-2
12905H20-250 L=1900
6H20-250
6H
-2
L=
6H25-250
6H
-2
L=
5H
-2
1420 5H25-250 L=2050
500 500 500
400 100
PAD FOOTINGS QUANTITY TAKE OFF - STOREYS -
SIZE UNIT WEIGHT (Kg/m) LENGTH (m) T.WEIGHT (Kg)
H16 1.580 766.6 1,211.4
H20 2.469 999.2 2,467.1
H25 3.858 200.4 773.2
T.WEIGHT (Kg) 4,451.7
NO SIZE QUA LENGTH (mm) TOTAL (m) FORM
1 16 70 1750 120.12 300 1120 300
2 16 103 1700 172.63 280 1120 280
3 20 103 1800 183.34 280 1220 280
4 20 70 1850 127.40 300 1220 300
5 16 121 1850 219.74 300 1220 300
6 20 121 1950 232.32 300 1320 300
7 16 11 2150 23.28 300 1520 300
8 20 11 2250 24.42 300 1620 300
9 16 134 1600 211.18 280 1020 280
10 20 134 1700 225.12 280 1120 280
11 16 5 1950 9.58 300 1320 300
12 20 5 2050 10.10 300 1420 300
13 20 5 1900 9.40 300 1290 300
14 20 62 1550 94.86 270 990 270
15 25 62 1700 102.92 270 1120 270
16 25 5 2050 10.05 300 1420 300
17 20 35 1800 62.30 300 1190 300
18 25 35 1950 66.85 300 1320 300
19 16 5 2050 10.08 300 1420 300
20 20 5 2150 10.60 300 1520 300
21 20 5 2200 10.90 300 1590 300
22 25 5 2350 11.55 300 1720 300
23 20 5 1700 8.40 300 1090 300
24 25 5 1850 9.05 300 1220 300
Codes
BS 8110 [1997], BS-6399, TSC [2016] (LRFD)
Soil Parameters Soil Bearing Capacity (kN/m2) 200.00
Subgrade Reaction (kN/m3) 50000.000
Material Properties (Default) Material Rebar Grade
Columns C35/45 Grade 500 (Type 2)
Walls
C35/45 Grade 500 (Type 2)
Long. Web Rebar Grade 500 (Type 2)
Lat. Web Rebar Grade 500 (Type 2)
Beams C35/45 Grade 500 (Type 2)
Slabs C35/45 Grade 500 (Type 2)
Composite Slabs C20/25 Grade 460 (A-Fabric)
Ribs C35/45 Grade 500 (Type 2)
Footings C35/45 Grade 500 (Type 2)
Links - Grade 500 (Type 2) dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./04
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
FOOTING DETAILS
EBEN ADJEI (SKUBI)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
F-1C92
1400 / 1200 (d = 400)
5H
-2
12205H16-250 L=1850
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1320 5H20-250 L=1950
550 300 550
400 100
F-1C55
1300 / 1200 (d = 400)
5H
-2
11205H16-250 L=1750
6H16-250
6H
-2
L=
6H20-250
6H
-2
L=
5H
-2
1220 5H20-250 L=1850
400 500 400
400 100
PAD FOOTINGS QUANTITY TAKE OFF - STOREYS -
SIZE UNIT WEIGHT (Kg/m) LENGTH (m) T.WEIGHT (Kg)
H16 1.580 36.6 57.8
H20 2.469 38.9 96.0
T.WEIGHT (Kg) 153.7
NO SIZE QUA LENGTH (mm) TOTAL (m) FORM
1 16 5 1750 8.58 300 1120 300
2 16 12 1600 18.91 280 1020 280
3 20 12 1700 20.16 280 1120 280
4 20 5 1850 9.10 300 1220 300
5 16 5 1850 9.08 300 1220 300
6 20 5 1950 9.60 300 1320 300
Codes
BS 8110 [1997], BS-6399, TSC [2016] (LRFD)
Soil Parameters Soil Bearing Capacity (kN/m2) 200.00
Subgrade Reaction (kN/m3) 50000.000
Material Properties (Default) Material Rebar Grade
Columns C35/45 Grade 500 (Type 2)
Walls
C35/45 Grade 500 (Type 2)
Long. Web Rebar Grade 500 (Type 2)
Lat. Web Rebar Grade 500 (Type 2)
Beams C35/45 Grade 500 (Type 2)
Slabs C35/45 Grade 500 (Type 2)
Composite Slabs C20/25 Grade 460 (A-Fabric)
Ribs C35/45 Grade 500 (Type 2)
Footings C35/45 Grade 500 (Type 2)
Links - Grade 500 (Type 2) dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./05
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
FOOTING DETAILS
EBEN ADJEI (SKUBI)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./06
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
EBEN ADJEI (SKUBI)
A
2 3 4 5 5a 6 6a 7 8 9 10 11
A1
B
B1
C
C' C1
D
D1
E
E1
F
F1
G
80000
8000 8000 8000 8000 3300 4700 200 7800 8000 8000 8000 8000
80000
8000 8000 8000 8000 3300 4700 200 7800 8000 8000 8000 8000
A
A1
B
B1
C
C' C1
D
D1
E
E1
F
F1
G
1 2 3 4 5 5a 6 6a 7 8 9 10 11
GENERAL ARRANGEMENT -
STARTER COLUMN DETAILS
GENERAL ARRANGEMENT - STARTER COLUMN DETAILS
scale1:100
1C1 (1200x1200) 1C2 (1200x1200) 1C3 (1200x1200) 1C4 (1200x1200) 1C5 (1200x1200) 1C6 (1200x1200)
1C7 (1200x1200) 1C8 (1200x1200) 1C9 (1200x1200) 1C10 (1200x1200) 1C11 (1200x1200)
1C12 (1200x1200) 1C13 (1200x1200) 1C14 (1200x1200) 1C15 (1200x1200) 1C16 (1200x1200) 1C17 (1200x1200)
1C18 (1200x1200) 1C19 (1200x1200) 1C20 (1200x1200) 1C21 (1200x1200) 1C22 (1200x1200)
1C23 (500x500)
1C24 (500x500)
1C25 (500x500)
1C26 (500x500)
1C27 (500x500)
1C28 (500x500)
1C29 (500x500)
1C30 (500x500)
1C31 (500x500)
1C32 (500x500) 1C33 (500x500)
1C34 (500x500)
1C35 (500x500) 1C36 (500x500)
1C37 (500x500) 1C38 (500x500)
1C39 (500x500) 1C40 (500x500)
1C41 (500x500) 1C42 (500x500)
1C43 (500x500) 1C44 (500x500)
1C45 (500x500) 1C46 (500x500)
1C47 (500x500) 1C48 (500x500) 1C49 (500x500) 1C50 (500x500)
1C51 (500x500)1C52 (500x500)1C53 (500x500)1C54 (500x500)
1C55 (500x500) 1C56 (500x500)
1C57 (500x500)1C58 (500x500)1C59 (500x500)
1C60 (500x500)1C61 (500x500)
1C62 (500x500)1C63 (500x500)1C64 (500x500)
1C65 (500x500) 1C66 (500x500)
1C67 (500x500)1C68 (500x500)1C69 (500x500)
1C70 (500x500)
1C71 (500x500)
1C72 (500x500)
1C73 (500x500)
1C74 (500x500)
1C75 (500x500) 1C76 (500x500)
1C77 (500x500) 1C78 (500x500)
1C79 (500x500) 1C80 (500x500)
1C81 (500x500) 1C82 (500x500)
1C83 (500x500)
1C84 (500x500)
1C85 (500x500)
1C86 (500x500)
1C87 (500x500)
1C88 (500x500)
1C89 (300x300) 1C90 (300x300) 1C91 (300x300)
1C92 (300x300) 1C93 (300x300) 1C94 (300x300)
1C95 (300x300) 1C96 (300x300) 1C97 (300x300)
1C98 (300x300) 1C99 (300x300) 1C100 (300x300)
1C101 (300x300) 1C102 (300x300) 1C103 (300x300)
1C104 (300x300) 1C105 (300x300) 1C106 (300x300)
1C107 (300x300) 1C108 (300x300) 1C109 (300x300)
1C110 (300x300) 1C111 (300x300) 1C112 (300x300)
1C113 (300x300) 1C114 (300x300) 1C115 (300x300)
1C116 (300x300) 1C117 (300x300) 1C118 (300x300)
1C119 (300x300) 1C120 (300x300) 1C121 (300x300) 1C122 (300x300)
1C123 (300x300)
1C124 (300x300)
1C125 (300x300)
1C126 (300x300)
1C127 (300x300)
1C128 (300x300)
1C129 (300x300)
1C130 (1200x1200)1C131 (1200x1200)
1C132 (1200x1200)
1C133 (500x500)
24H20-7 24H20-7 24H20-7 24H20-7 24H20-7 24H20-7
24H20-7 24H20-7 24H20-7 24H20-7 24H20-7
24H20-7 24H20-7 24H20-7 24H20-7 24H20-7 24H20-8
24H20-7 24H20-7 24H20-7 24H20-7 24H20-7
10H16-9
10H12-10
10H12-10
10H16-9
10H16-11
10H12-10
10H16-11
10H16-9
10H12-10
10H12-10 10H12-10
10H12-10
10H12-10 10H12-10
10H12-10 10H12-10
10H12-10 10H12-10
10H12-10 10H12-10
10H12-12 10H12-12
10H12-10 10H12-10
10H16-9 10H16-9 10H12-10 10H16-9
10H12-1010H12-1010H16-910H16-9
10H12-10 10H12-10
10H12-1010H16-910H12-10
10H12-1010H12-10
10H12-1210H16-910H12-12
10H12-10 10H12-12
10H12-1010H12-1010H16-9
10H12-10
10H16-9
10H16-9
10H12-10
10H16-9
10H12-10 10H16-9
10H12-10 10H12-10
10H12-10 10H12-10
10H12-10 10H16-9
10H16-9
10H20-7
10H16-9
10H12-10
10H16-9
10H20-7
8H16-9 8H12-10 8H12-10
8H12-10 8H12-10 8H12-10
8H12-10 8H12-10 8H12-10
8H16-9 8H12-10 8H12-10
8H12-10 8H12-10 8H12-10
8H16-9 8H12-10 8H12-10
8H12-10 8H12-10 8H12-10
8H12-10 8H12-10 8H12-10
8H16-9 8H12-10 8H12-10
8H12-10 8H12-10 8H12-10
8H16-9 8H12-10 8H12-10 8H12-10
8H12-10
8H12-10
8H12-10
8H12-10
8H12-10
8H12-10
8H12-10
24H20-824H20-8
24H20-7
8H16-11
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
600 600
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
150 150
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
250 250
600 600
600 600
250 250
250 250
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
COLUMN ELEVATIONS QUANTITY TAKE OFF - STOREYS -
SIZE UNIT WEIGHT (Kg/m) LENGTH (m) T.WEIGHT (Kg)
H8 0.395 1,591.7 628.8
H20 2.469 680.4 1,680.0
T.WEIGHT (Kg) 2,308.8
NO SIZE QUA LENGTH (mm) TOTAL (m) FORM
1 20 216 450 97.20 310
2 20 216 2700 583.20 2580
3 8 81 4850 392.85
4 8 162 3350 542.70
5 8 486 1350 656.10 1140 100100
Codes
BS 8110 [1997], BS-6399, TSC [2016] (LRFD)
Soil Parameters Soil Bearing Capacity (kN/m2) 200.00
Subgrade Reaction (kN/m3) 50000.000
Material Properties (Default) Material Rebar Grade
Columns C35/45 Grade 500 (Type 2)
Walls
C35/45 Grade 500 (Type 2)
Long. Web Rebar Grade 500 (Type 2)
Lat. Web Rebar Grade 500 (Type 2)
Beams C35/45 Grade 500 (Type 2)
Slabs C35/45 Grade 500 (Type 2)
Composite Slabs C20/25 Grade 460 (A-Fabric)
Ribs C35/45 Grade 500 (Type 2)
Footings C35/45 Grade 500 (Type 2)
Links - Grade 500 (Type 2)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C1 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C2 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C3 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C4 (1200x1200)
H
-1
L=
H
-2
L=
H
-1 L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C5 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C6 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C7 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C8 (1200x1200)
H
-1
L=
H
-2
L=
H
-1
L=
H
-2
L=
9H8-3-225 L=4850 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
9H8-4-225 L=3350 (Hook:100)
54H8-5-225 L=1350 (Hook:100)
+0.40
±0.00
-2.00
9H 8-
1C9 (1200x1200) dwg. title:
project dwg. title:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
STR./07
total no. of dwg;
designed:
file name drawn:
checked:
dwg. no.:
date:
scale:
Dr. C.K. WenyonuDr. C.K. Wenyonu clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
total no. of dwg;
designed:
drawn:
checked:
dwg. no.:
date:
scale:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
dwg. title:
project dwg. title:
clientclientclientclientclientclient
REV. DATE SIGN DESCRIPTION
STRUCTURAL ENGINEERS
CAAD & CAD
CONSULT
P.O. BOX 8140
C-7 TEMA
APRIL, 2024
EBEN ADJEI (SKUBI)
STARTER COLUMN DETAILS
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
REVISION
H8 0.395 1,591.7 628.8
H20 2.469 680.4 1,680.0
T.WEIGHT (Kg) 2,308.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .