PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1 AXIS B-B 2 +6.12

3 4 AXIS A-A
+6.12
5 6 7
4000 4000 2700 3800 4000 4180
K
+3.06 +3.06 K
4250 4250 st.Ø8@150 st.Ø8@150 st.Ø8@150 st.Ø8@200 st.Ø8@200
10
K K
2F14-L=2668 2F14-L=2728
2F14-L=1684 2F14-L=2234 2F16-L=2167 2F16-L=2601 2F14-L=1744
1334 1394
350

350
1334 1334 1334 900 1267 1267 1334
1400

1334 900 1394

1477

3F16-L=7850
2F16-L=10125 3F16-L=7005
7850

350
F8@175-L=2800
350

9775 3F16-L=8225 6655

F8@200-L=7334

1400 1400 3F16-L=11200 3F16-L=4655

8225
1373 11200 4655
F8@200-L=8694
10
4180

1477
4605

F8@200-L=6157 5947 AXIS 1-1, 2-2 & 3-3

A
10

4680 +6.12
B C
4250 4250
E +3.06
F8@150-L=1013.

Ø8@200 Ø8@140 STAIR BEAM at level

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

+1.53 & +4.59
1400

3 4
1450

E
2F20-L=1825 2F20-L=3122
F10@20-L=2700

1F14-L=2800
2700
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

350

350
1475 1400 1400 2772 B
8613

3F16-L=10647 st.Ø8@150
350

350
10 9947
4F16-L=7650 B
1400

9947 3F16-L=3650
1F16-L=5747

350

350
5747 2950
AXIS 4-4&5-5 3F16-L=2950
1477 1450
A +6.12
B 2950
4000

F8@200-L=7334 4250
10

10

+3.06
4680 Ø8@150
2F16-L=1875 2F20-L=1875 NOTE:
350

350
1400

1525 1525 Workmanship is Class 1

2F16-L=5200
F10@20-L=2700

Use Class B HCB wall

350

350
4500
Use Concrete grade C-20 for ground slab
3F16-L=4500 Use Concrete grade C-25 for all other structural
4500 members
1400

Use Steel grade S-400

1477 1450 All materials should be tested and approved according
F8@200-L=7334
10

10

AXIS 6-6 & 7-7 to the Ethiopian code of standards.

A B C
F8@150-L=5383

4680 Use this drawing together with architectural drawing.

+6.12
4250 4250
4033

E +3.06 Consult the designer for any ambiguity on the drawing.

3800

Ø8@200 Ø8@140
Remove the top expansive soil and replace with well
compacted non-expansive soil.
E Foundation depth should be 1.50m below natural
2F20-L=1825 1F14-L=2800 2F20-L=3122 ground level.
350

350
1475 1400 1400 2772 Foundation is designed for sall=420Kpa. and should be
3F16-L=10647
1350

350 approved by the designer on site before any

350
9947 construction began.
4F16-L=7650 Use cover -25mm for columns and beams
10 9947 -50mm for footings
-15mm for slab and stair
Use reinforcement overlap 40x f
1062 1 AXIS A-A&C-C 2 +6.12
3
10

4000 4000
2700

F10@200-L=2124 K
+3.06 2F16 3F16 2F16 2F16
st.Ø8@150 st.Ø8@150 b a
a b 2F20
150
150
1F14 50
50

400

400

400

400

50

50
K 3F16 3F16 3F16 3F16

0
350

35

0
350

35
2F14-L=1850 2F14-L=2700 2F14-L=1850 0.25 0.25 0.25 0.25

350

350
10 1475 1350 1350 1475 200 200 200
150
150
200
2F16-L=8900 a St. F8@200 - b St. F8 @150-
SECTION A-A SECTION B-B SECTION C-C SECTION D-D

350

350
TL=1100
1410

8200 Sc. 1:25 Sc. 1:25 Sc. 1:25 Sc. 1:25 50

50
TL=1100
3F16-L=8200 2F16 2F16 3F16 3F16

350

350
1477 1477
F8@200-L=7404 8200
10

10

a b b b
1F14 2F20 2F20 100

400

400

400

400
c St. F8@150
4430 2F16 2F16
c c
- TL=900
1 AXIS A-A&C-C 2 +6.12
3 25.0 25.0 0.25
4F16
0.25
4F16
4000

4000 4000
K
+3.06 200 200 200 200
st.Ø8@150 st.Ø8@150
SECTION F-F SECTION G-G SECTION H-H
Sc. 1:25
Sc. 1:25 Sc. 1:25
K
2F14-L=1850 2F14-L=2700 2F14-L=1850
1400

350

350
1475 1350 1350 1475
F10@20-L=2700

2F16-L=8900
F8@150-L=var.

350

350
8200
var.

3F16-L=8200
8200
1400

4 AXIS A-A
+6.12
5 6 7
3800 4000 4180
+3.06 K
1477 1477
4000

DATE REVISION SIGN

F8@200-L=7404
10

10
st.Ø8@150 st.Ø8@200 st.Ø8@200
4430 PROJECT NAME
K
1F14-L=2800
COMMERCIAL
1F16-L=1850 1F16-L=2750 1 F14-L=1900
1400 1400

350

350
1350 1350 1400 1400
3F16-L=6605
3F16-L=7005

350
6225 PROJECT STATUS

350
3F16-L=8225 6655
10
3F16-L=4655 NEW MODIFICATION AS-BUILT
F8@150-L=var.
8225
4655
OWNER
M/KA ALEM AREGAWI
AXIS C-C LOCATION NAME
1 AXIS A-A&C-C 2 3 6 +6.12
7
4250 4250 +6.12 4180 ADRRESS= WUKRO
4000 4000 +3.06
K
+3.06
BLOCK no ------- PARCEL no------
Ø8@150
st.Ø8@150 st.Ø8@150
Title : DRG No
Note: FIRST & SECOND FLOOR BEAM LAYOUT & 2F14-L=2700
K 2F16-L=1875 2F20-L=1875 Stractural Design
2F14-L=1850

350

350
SLAB REINFORCEMENT at level +3.06 & 6.12 2F14-L=1850 1525 1525
Slab thickness Designed by :

350

350
1475 1350 1350 1475 2F16-L=5200
Sc. 1:50
ST-02/03

350

350
2F16-L=8900
is 15cm. 4430

350

350
8200 Cheked by :
3F16-L=4500 STAFF
FIRST AND SECOND FLOOR BEAM REINFORCEMENT 3F16-L=8200 Drawn by :
4430 Daniel Tesfay
at level +3.06 & +6.12 (400X200) 8200 Scale: Date:
1:50,1:25 March-2014
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT