Reinforced Concrete Buildings Design Structural Engineering Civil Engineering Analysis and Design Process

1. 1187,947
Foundation Level
1187,947
1
2
3
4
5
6
7
8
9
10
11
15
16
17
18
19
20
5
5
6
7
8
9
10
11
17
18
19
20
21
12
13
14
15
16
264
858
3471,6
229,68
229,68
229,68
229,68
229,68
225,72
225,72
225,72
225,72
225,72
64,68
224,4
1
2
3
4
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2. 9X7 = 63
WAFFLE
SLAB
12 11 10 9 8 7 6
1
14 15 16 17 18 19
2
3
4
5
13
20
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3. 9X7 = 63
60X60 CM
BLOCKS
WAFFLE
SLAB
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STAIR
ELEVATOR

4. 200 THK
#12@200 C/C
#12@250 C/C
#12@250 C/C
#12@200 C/C
#12@250 C/C
4 #16
4 #16
200 THK
1
2
3
4
5
13
20
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5. Ø12@150
Ø12@150
Ø12@100
200
200
Ø12@100
Ø12@100
100cm
Ø12@150
Ø12@150
Ø12@100
200
CONT. BARS
600
600
4 Ø 16 mm
4 Ø 16 mm
4 Ø 16 mm
100cm
EDGE BEAM INSIDE RIBBED SLAB
4 Ø 16 mm
Ø12@150
Ø12@150
Ø12@100
200
200
Ø12@100
Ø12@100
100cm
Ø12@150
Ø12@150
Ø12@100
200
CONT. BARS
600
600
4 Ø 16 mm
4 Ø 16 mm
4 Ø 16 mm
100cm
CONT. BARS
4 Ø 16 mm
1
2
3
4
5
13
20
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6. S1
(600THK) (100 RAISED)
S2
S3 S4
C1 C2 C3
C4 C5 C6
C7 C8 C9
B1 B2
B3 B4
B5 B6
B8
B10
B12
B7
B9
B11
#16@170 C/C
985
#16@1780
C/C
#16@180 C/C
#16@180
C/C
5750
5750
7000 7000
RAFT BOTTOM REINFORCEMENT
SCALE: 1:100
RAFT TOP REINFORCEMENT
S1 S2
S3 S4
C1 C2 C3
C4 C5 C6
C7 C8 C9
B1 B2
B3 B4
B5 B6
B8
B10
B12
B7
B9
B11
#16@170 C/C
#16@150
C/C
5750
5750
7000 7000
RAFT SCHEDULE (C35 : FY420) (LEVEL : -1.20 M)
CONTINUOUS
FULL LENGTH
ALONG SHORT SPAN
MARKED
RAFT
THICKNESS
RAFT
FULL LENGTH
BOTTOM REINFORCEMENT
CURTAILED CURTAILED
ALONG LONG SPAN
TOP REINFORCEMENT
OVER LONG SUPPORT
SUPPORT SUPPORT
END CONTINUOUS
OVER SHORT SUPPORT
SUPPORT SUPPORT
END
DISTRIBUTION
REMARKS
S1 500 #16 @ 170 C/C --- #16 @ 180 C/C --- #16 @ 150 C/C #16 @ 170 C/C #16 @ 150 C/C #16 @ 170 C/C #12 @ 150 C/C 100 Raised
S2 --- ---
S3 --- ---
S4 --- ---
250
SCALE: 1:100
#16 @ 180 C/C #16 @ 150 C/C #16 @ 170 C/C #16 @ 150 C/C #16 @ 170 C/C #12 @ 150 C/C 100 Raised
#16 @ 180 C/C #16 @ 150 C/C #16 @ 170 C/C #16 @ 150 C/C #16 @ 170 C/C #12 @ 150 C/C 100 Raised
#16 @ 180 C/C #16 @ 150 C/C #16 @ 170 C/C #16 @ 150 C/C #16 @ 170 C/C #12 @ 150 C/C 100 Raised
500
500
500
250
1000
#16 @ 170 C/C
#16 @ 170 C/C
#16 @ 170 C/C
#16@170 C/C
#16@180
C/C
#16@170 C/C
#16@180
C/C
(600THK) (100 RAISED)
(600THK) (100 RAISED) (600THK) (100 RAISED) (600THK) (100 RAISED) (600THK) (100 RAISED)
(600THK) (100 RAISED) (600THK) (100 RAISED)
#16@170 C/C
#16@150
C/C
#16@170 C/C
#16@150
C/C
#16@170 C/C
#16@150
C/C
250
1000
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7. F1 F2 F3
F4 F5
F6
F7 F8 F9
5750
5750
7000 7000
1000
250
F1 F2 F3
F4 F5
F6
F7 F8 F9
5750
5750
7000 7000
1000
250
COL FOOTING - SHORT DIRECTION
SCALE: 1:100
RAFT TOP REINFORCEMENT
COL FOOTING - LONG DIRECTION
SCALE: 1:100
RAFT TOP REINFORCEMENT
Sunday,
February
13,
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8. C1 C2 C3
C4 C5 C6
C7 C8 C9
RAFT COLUMNS DISTRIBUTION
SCALE: 1:100
COLUMN SCHEDULE
COLUMN MARKED
20 M TO 24 M SIZE
C1 C2 C3 C4 C5 C6 C7 C8 C9
400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
16 M TO 20 M
12 M TO 16 M
8 M TO 12 M
4 M TO 8 M
0 M TO 4 M
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
Sunday,
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9. 7000 7000
250
RAFT GRID LINES
SCALE: 1:100
F1 F2 F3
F4 F5
F6
F7 F8 F9
5750
5750
7000 7000
100
0
250
Sunday,
February
13,
2022Sunday,
February
13,
2022
11:18:19
AM

10. 600 THK PCC RAFT
BOTTOM REINFORCEMENT PLAN
FOOTING F1- PLAN
(SCALE 1:25)
2300
1800
B2-T16-@ 90 MM
B1-T16-@ 90 MM
1 1
TOP REINFORCEMENT PLAN
FOOTING F1- PLAN
(SCALE 1:25)
600 THK PCC RAFT
2300
1800
B2-T16-@170
B1-T16-@170
1 1
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11. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F1 B1 A
B
C
2600 150 2300 150 39
B2 A
B
C
2100 150 1800 150 39
T3 A
B
C 2900 300 2300 300 39
T4 A
B
C 2400 300 1800 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F1
16
98.5
1,580 kg/m
TOTAL
100
158
SECTION 1-1
DETAIL OF FOOTING F1
(SCALE 1:25)
150 THK PCC
EL. 4m
BOF
150 2300
600
250
LD
T4-T16-@170
T3-T16-@170
600
B1-T16-@ 90
B2-T13-@125
LD
COLUMN
LINKS
14 16
14 16
10 16
10 16
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12. BOTTOM REINFORCEMENT PLAN
FOOTING F2- PLAN
(SCALE 1:25)
TOP REINFORCEMENT PLAN
FOOTING F2- PLAN
(SCALE 1:25)
3450
1800
T3-T13-@170
T4-T13-@165
2 2
600 THK PCC RAFT
3450
1800
T3-T16-@170
T4-T16-@170
2 2
600 THK PCC RAFT
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13. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F2 B1 A
B
C
2750 150 3450 150 48
B2 A
B
C
2100 150 1800 150 39
T3 A
B
C 4050 300 3450 300 39
T4 A
B
C 2400 300 1800 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F2
13
-
-
16
126
1.58
TOTAL
126
199
SECTION 2-2
DETAIL OF FOOTING F2
(SCALE 1:25)
150 THK PCC
EL. +0.6m
BOF
150 3450
600
1400
LD
T4-T16-@170
T3-T16-@170
600
B1-T16-@ 90
B2-T13-@ 90
LD
COLUMN
LINKS
B1-T16-@ 90
14 16
14 16
10 16
10 16
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14. BOTTOM REINFORCEMENT PLAN
FOOTING F3- PLAN
(SCALE 1:25)
TOP REINFORCEMENT PLAN
FOOTING F3- PLAN
(SCALE 1:25)
600 THK PCC RAFT
2050
1800
B2-T17-@170
B1-T16-@170
3
3
2050
1800
B2-T17-@170
B1-T16-@170
3
3
600 THK PCC RAFT
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15. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F3 B1 A
B
C
2350 150 2050 150 39
B2 A
B
C
2100 150 1800 150 39
T3 A
B
C 2650 300 2050 300 39
T4 A
B
C 2400 300 1800 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F3
13
92.5
1.58
TOTAL
93
147
SECTION 3-3
DETAIL OF FOOTING F3
(SCALE 1:25)
150 THK PCC
EL. +0.6m
BOF
150
2050
600
LD
600
B1-T16-@90
LD
COLUMN
LINKS
T4-T16-@170
T3-T16-@170
B2-T13-@ 90
B1-T16-@ 90
14 16
14 16
10 16
10 16
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16. BOTTOM REINFORCEMENT PLAN
FOOTING F4- PLAN
(SCALE 1:25)
2400
3450 B2-T13-@105
B1-T16-@125
4 4
TOP REINFORCEMENT PLAN
FOOTING F4- PLAN
(SCALE 1:25)
600 THK PCC RAFT
2400
3450
B2-T13-@105
B1-T16-@125
4 4
600 THK PCC RAFT
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17. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F4 B1 A
B
C
3750 150 3450 150 48
B2 A
B
C
2700 150 2400 150 39
T3 A
B
C 4050 300 3450 300 39
T4 A
B
C 3000 300 2400 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F4
13
-
-
16
140.5
1.58
TOTAL
141
223
SECTION 4-4
DETAIL OF FOOTING F4
(SCALE 1:25)
150 THK PCC
EL. 4m
BOF
150 2400
600
250
LD
T4-T16-@170
T3-T16-@170
600
B1-T16-@ 90
B2-T13-@125
LD
COLUMN
LINKS
14 16
14 16
10 16
10 16
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18. BOTTOM REINFORCEMENT PLAN
FOOTING F5- PLAN
(SCALE 1:25)
3200
3450
B2-T16-@120
B1-T16-@110
5 5
TOP REINFORCEMENT PLAN
FOOTING F5- PLAN
(SCALE 1:25)
3200
3450
T3-T13-@170
T5-T13-@170
5 5
600 THK PCC RAFT
600 THK PCC RAFT
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19. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F5 B1 A
B
C
3750 150 3450 150
B2 A
B
C
3500 150 3200 150
T3 A
B
C 4050 300 3450 300 39
T4 A
B
3800 300 3200 39
T5 6 13 A
B
C 2400 300 1800 300 39
T6 6 13 A
B
2200 300 1600 39
T7 6 13 A
B
C 2400 770 1800 300 39
T8 6 13 A
B
C 2200 770 1600 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F5
13
41
0.888
16
160
1.580
TOTAL
201
290
SECTION 5-5
DETAIL OF FOOTING F5
(SCALE 1:25)
150 THK PCC
EL. +0.6 m
BOF
150 3200
100
575
LD
T5-T13-@150
T7-T13-@150
600
1250
LD
850
B1-T16-@ 90
LD
COLUMN
LINKS
T4-T16-@170
T3-T16-@170
B2-T13-@ 90
B1-T16-@ 90
14 16
14 16
10 16
10 16
T6-T13-@150
T8-T13-@150
C
C 300
300
39
39
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20. BOTTOM REINFORCEMENT PLAN
FOOTING F6- PLAN
(SCALE 1:25)
TOP REINFORCEMENT PLAN
FOOTING F6- PLAN
(SCALE 1:25)
2200
3450
T3-T13-@165
T4-T13-@170
6 6
600 THK PCC RAFT
2200
3450
T3-T13-@165
T4-T13-@170
6 6
600 THK PCC RAFT
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21. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F6 B1 A
B
C
3750 150 3450 150 48
B2 A
B
C
2500 150 2200 150 39
T3 A
B
C 4050 300 3450 300 39
T4 A
B
C 2800 300 2200 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F6
13
-
-
16
135.5
1.58
TOTAL
136
215
SECTION 6-6
DETAIL OF FOOTING F6
(SCALE 1:25)
150 THK PCC
EL. +0.6m
BOF
150
2200
600
LD
600
B1-T16-@90
LD
COLUMN
LINKS
T4-T16-@170
T3-T16-@170
B2-T13-@ 90
B1-T16-@ 90
14 16
14 16
10 16
10 16
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22. BOTTOM REINFORCEMENT PLAN
FOOTING F7- PLAN
(SCALE 1:25)
TOP REINFORCEMENT PLAN
FOOTING F7- PLAN
(SCALE 1:25)
2400
3450
B1-T16-@125
600 THK PCC RAFT
7 7
T4-T13-@170
2400
3450
B1-T16-@125
600 THK PCC RAFT
7
T4-T13-@170
7
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23. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F7 B1 A
B
C
3750 150 3450 150 39
B2 A
B
C
2700 150 2400 150 39
T3 A
B
C 4050 300 3450 300 39
T4 A
B
C 3000 300 2400 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F7
16
140.5
1.58
TOTAL
141
223
SECTION 7-7
DETAIL OF FOOTING F7
(SCALE 1:25)
150 THK PCC
EL. 4m
BOF
150 2400
600
250
LD
T4-T16-@170
T3-T16-@170
600
B1-T16-@ 90
B2-T13-@125
LD
COLUMN
LINKS
14 16
14 16
10 16
10 16
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24. BOTTOM REINFORCEMENT PLAN
FOOTING F8- PLAN
(SCALE 1:25)
3200
3050
B2-T13-@100
B1-T16-@120
8 8
TOP REINFORCEMENT PLAN
FOOTING F8- PLAN
(SCALE 1:25)
3200
3050
T3-T13-@170
T4-T13-@170
8 8
600 THK PCC RAFT 600 THK PCC RAFT
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25. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F8 B1 A
B
C
3500 150 3200 150 48
B2 A
B
C
3350 150 3050 150 39
T3 A
B
C 3800 300 3200 300 39
T4 A
B
C 3650 300 3050 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F8
13
-
-
16
150
1.58
TOTAL
150
237
SECTION 8-8
DETAIL OF FOOTING F8
(SCALE 1:25)
150 THK PCC
EL. +0.6 m
BOF
150 3200
600
1425
LD
600
B1-T16-@ 90
LD
COLUMN
LINKS
T4-T16-@170
T3-T16-@170
B2-T13-@ 90
B1-T16-@ 90
14 16
14 16
10 16
10 16
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

26. BOTTOM REINFORCEMENT PLAN
FOOTING F9- PLAN
(SCALE 1:25)
TOP REINFORCEMENT PLAN
FOOTING F9- PLAN
(SCALE 1:25)
2400
3450
B1-T16-@125
600 THK PCC RAFT
9
T4-T13-@170
9
3200
2400
3450
B1-T16-@125
600 THK PCC RAFT
9
T4-T13-@170
9
3200
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

27. ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
F9 B1 14 16 A
B
C
2700 150 150 39
B2 14 16 A
B
C
3500 150 150 39
T3 10 16 A
B
C 3000 300 300 39
T4 10 16 A
B
C 3800 300 300 39
REBAR
LGT(m)
WT(kg)
SUMMARY : F9
16
134.5
1.58
TOTAL
135
213
REBAR
LGT(m)
WT(kg)
TOTAL QUANTITY
13
46
41
16
1206
1905
SUM
1946
SECTION 9-9
DETAIL OF FOOTING F9
(SCALE 1:25)
150 THK PCC
EL. +0.6m
BOF
2400
600
LD
600
B1-T16-@90
LD
COLUMN
LINKS
T4-T16-@170
T3-T16-@170
B2-T13-@ 90
B1-T16-@ 90
2400
3200
2400
3200
13
282
250
16
3984
6295
SUM
6300
RAFT
COLUMNS PUNCHING
TOTAL 8.246 TON
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

28. C1 C2 C3
C4 C5 C6
C7 C8 C9
RAFT COLUMNS DISTRIBUTION
SCALE: 1:100
COLUMN SCHEDULE
COLUMN MARKED
20 M TO 24 M SIZE
C1 C2 C3 C4 C5 C6 C7 C8 C9
400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
16 M TO 20 M
12 M TO 16 M
8 M TO 12 M
4 M TO 8 M
0 M TO 4 M
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
SIZE 400 X 650
C40 400 X 650 400 X 650 350 X 650 400 X 650 400 X 650 350 X 650 350 X 650 400 X 650
Sunday,
February
13,
2022Saturday,
January
15,
2022
11:01:09
PM

29. COLUMN SCHEDULE
COLUMN MARKED
0 M
TO
4 M
SIZE
STEEL
LINKS
4 M
TO
8 M
SIZE
STEEL
LINKS
8 M
TO
12 M
SIZE
STEEL
LINKS
12 M
TO
16 M
SIZE
STEEL
LINKS
16 M
TO
20 M
SIZE
STEEL
LINKS
20 M
TO
24 M
SIZE
STEEL
LINKS
C1 C2 C3 C4 C5 C6 C7 C8 C9
350 X 650
C35
Fy420
14-#16
#10@125 C/C
350 X 650
C35
Fy420
14-#16
#10@125 C/C
350 X 650
C35
Fy420
14-#16
#10@125 C/C
350 X 650
C35
Fy420
14-#16
#10@125 C/C
350 X 650
C35
Fy420
14-#16
#10@125 C/C
350 X 650
C35
Fy420
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
4-#25 + 12-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
350 X 650
14-#16
#10@125 C/C
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

30. (SCALE 1:25)
COLUMN AND WALL SCHEDULE
COLUMN MARKED
0 M
TO
4 M
4 M
TO
8 M
8 M
TO
12 M
12 M
TO
16 M
16 M
TO
20 M
20 M
TO
24 M
C1 C2 C3 C4 C5 C6 C7 C8 C9
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
#25
4-#25 + 12-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
C35 : Fy420 , COVER = 25mm
650
350
#16
14-#16
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
#10 @ 125
C35 : Fy420 , COVER = 25mm
#10 @ 125
LINKS
#10 @ 125
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
#10 @ 125
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

31. EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C1
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
EL. 20 m
TOC
EL. 24 m
TOC
(2),(3),(4)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
480
480
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
E1
650
350
SECTION 1-1
(SCALE 1:25)
(1) 14-#16
2
3
4
EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C2
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
EL. 20 m
TOC
EL. 24 m
TOC
(2),(3),(4)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
480
480
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C3
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
EL. 20 m
TOC
EL. 24 m
TOC
(2),(3),(4)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
480
480
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C5
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
EL. 20 m
TOC
EL. 24 m
TOC
(7),(8),(9)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
480
480
(5) 4-#25 +
(6) 12-#16
2 2
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
E1
650
350
SECTION 2-2
(SCALE 1:25)
(5) 4-#25
(6) 12-#16
7
8
9
EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C8
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
EL. 20 m
TOC
EL. 24 m
TOC
(2),(3),(4)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
480
480
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
20 M
TO
24 M
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

32. A B
7000
150
738 600 600 600 600 600 600 738
350
1830
1200
350
500
1090
7000
738
600
600
600
600
600
600
738
350
1200
350
350
500
1090
C
400
150 150 150 150 150 150 150 150 150 150 150 150 150
150 600 150 600 150
250
100
350
250
100
350
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

33. BEAM SCHEDULE (C40:Fy420) (LEVEL: 4 m,8 m,12 m,16 m,20 m,24 m)
REMARKS
SFR
SHEAR STIRRUPS
RIGHT
MID SPAN
LEFT
TOP REINFORCEMENT
RIGHT
MID SPAN
LEFT
BOTTOM REINFORCEMENT
D
B
SIZE
NUMBERS
BEAM
LEFT MID SPAN RIGHT
DIAGONAL
B1 350 600 6-#16 6-#16 6-#16 6-#16 6-#16 6-#16 12-2L-#10@200 C/C 10-2L-#10@200 C/C 12-2L-#10@200 C/C - - -
B2 350 600 6-#13 6-#13 4-#13 6-#16 6-#16 6-#16 12-2L-#10@200 C/C 10-2L-#10@200 C/C 12-2L-#10@200 C/C - - -
2-#13
+
2-#13
+
B3 350 600 6-#16 6-#16 6-#16 6-#16 6-#16 6-#16 13-2L-#10@200 C/C 11-2L-#10@200 C/C 13-2L-#10@200 C/C - - -
B4 350 600 6-#13 6-#13 4-#13 6-#16 6-#16 6-#16 13-2L-#10@200 C/C 11-2L-#10@200 C/C 13-2L-#10@200 C/C - - -
2-#13
+
2-#13
+
B5 350 600 6-#16 6-#16 6-#16 6-#16 6-#16 6-#16 13-2L-#10@200 C/C 11-2L-#10@200 C/C 13-2L-#10@200 C/C - - -
B6 350 600 6-#13 6-#13 6-#13 6-#16 6-#16 6-#16 13-2L-#10@200 C/C 11-2L-#10@200 C/C 13-2L-#10@200 C/C - - -
2-#13
+
2-#13
+
2-#13
+
B7 350 600 4-#13 6-#13 6-#13 6-#16 6-#16 6-#16 11-2L-#10@200 C/C 9-2L-#10@200 C/C 11-2L-#10@200 C/C - - -
2-#13
+
2-#13
+
B8 350 600 6-#16 6-#16 6-#16 6-#16 6-#16 6-#16 11-2L-#10@200 C/C 9-2L-#10@200 C/C 11-2L-#10@200 C/C - - -
B9 350 600 4-#13 6-#13 6-#13 6-#16 6-#16 6-#16 11-2L-#10@200 C/C 9-2L-#10@200 C/C 11-2L-#10@200 C/C - - -
2-#13
+
2-#13
+
B10 350 600 6-#16 6-#16 6-#16 6-#16 6-#16 6-#16 11-2L-#10@200 C/C 9-2L-#10@200 C/C 11-2L-#10@200 C/C - - -
B11 350 600 6-#13 6-#13 6-#13 6-#16 6-#16 6-#16 11-2L-#10@200 C/C 9-2L-#10@200 C/C 11-2L-#10@200 C/C - - -
2-#13
+
2-#13
+
2-#13
+
B12 350 600 6-#16 6-#16 6-#16 6-#16 6-#16 6-#16 11-2L-#10@200 C/C 9-2L-#10@200 C/C 11-2L-#10@200 C/C - - -
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

34. 33-2L-#10
@200 C/C
33-2L-#10
@200 C/C
6-#16
6-#16
2-#13
6-#13 4-#13
1060
A B C
350
600
SECTION 1-1
(SCALE 1:25)
6-#16
STP 2L-#10
6-#16
1
1
350
600
SECTION 2-2
(SCALE 1:25)
6-#16
STP 2L-#10
2-#13
6-#13
2
2
350
600
SECTION 3-3
(SCALE 1:25)
6-#16
STP 2L-#10
4-#13
3
3
6350
B1:350x600
(SCALE: H = 1:50 / V = 1:50)
6350
B2:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C1
650
C2
650
C3
LBS
LBS
LBS
LBS
668
533
S7-33NOS-T10-@200 S8-33NOS-T10-@200
T1-6NOS-T16 T2-6NOS-T16
B3-6NOS-T16 B4-2NOS-T13
B5+B6-6NOS-T13
SB9
1590
1060
A B C
ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B1, B2 T1 6 16 A
B
C D
E
9955 150 9080 100 20 670 48
T2 6 16 A
B
5455 150 5345 48
B3 6 16 A
B
8185 150 8075 48
B4 2 13
A
5825 5825
B5 2 13 A B
C
D
5295 535 100 20 4665
B6 4 13 A B
C
D
6890 535 100 20 6260
S7 33 10
A
B 1930 300 550 30
S8 33 10
A
B 1930 300 550 30
SB9 6 25
A
320 320
REBAR
LGT(m)
WT(kg)
SUMMARY : B1, B2
10
128
70
13
51
50
16
142
221
25
2
8
TOTAL
323
349
6350
B1:350x600
(SCALE: H = 1:50 / V = 1:50)
6350
B2:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C1
650
C2
650
C3
533.4
667.8(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

35. 35-2L-#10
@200 C/C
35-2L-#10
@200 C/C
6-#16
6-#16
2-#13
6-#13 4-#13
1110
A B C
350
600
SECTION 4-4
(SCALE 1:25)
6-#16
STP 2L-#10
6-#16
4
4
350
600
SECTION 5-5
(SCALE 1:25)
6-#16
STP 2L-#10
2-#13
6-#13
5
5
350
600
SECTION 6-6
(SCALE 1:25)
6-#16
STP 2L-#10
4-#13
6
6
6650
B3:350x600
(SCALE: H = 1:50 / V = 1:50)
6650
B4:350x600
(SCALE: H = 1:50 / V = 1:50)
350
C4
350
C5
350
C6
LBS
LBS
LBS
LBS
668
533
S7-35NOS-T10-@200 S8-35NOS-T10-@200
T1-6NOS-T16 T2-6NOS-T16
B3-6NOS-T16 B4-2NOS-T13
B5+B6-6NOS-T13
SB9
1665
1110
A B C
ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B3, B4 T1 6 16 A
B
C D
E
9780 200 8855 100 20 670 48
T2 6 16 A
B
5430 200 5270 48
B3 6 16 A
B
8035 300 7775 48
B4 2 13
A
6075 6075
B5 2 13 A B
C
D
5545 535 100 20 4915
B6 4 13 A
B
C
D
E
7055 190 6265 100 20 535 39
S7 35 10
A
B 1930 300 550 30
S8 35 10
A
B 1930 300 550 30
SB9 6 25
A
320 320
REBAR
LGT(m)
WT(kg)
SUMMARY : B3, B4
10
136
76
13
51
51
16
140
217
25
2
8
TOTAL
329
352
6650
B3:350x600
(SCALE: H = 1:50 / V = 1:50)
6650
B4:350x600
(SCALE: H = 1:50 / V = 1:50)
350
C4
350
C5
350
C6
533.4(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

36. 35-2L-#10
@200 C/C
35-2L-#10
@200 C/C
6-#16
6-#16
2-#13
6-#13
A B C
350
600
SECTION 7-7
(SCALE 1:25)
6-#16
STP 2L-#10
6-#16
7
7
350
600
SECTION 8-8
(SCALE 1:25)
6-#16
STP 2L-#10
2-#13
6-#13
8
8
6650
B5:350x600
(SCALE: H = 1:50 / V = 1:50)
6650
B6:350x600
(SCALE: H = 1:50 / V = 1:50)
350
C7
350
C8
350
C9
LBS
LBS
LBS
LBS
LBS
668
533
S6-35NOS-T10-@200 S7-35NOS-T10-@200
T1-6NOS-T16 T2-6NOS-T16
B3-6NOS-T16 B4-2NOS-T13
B5-6NOS-T13
SB8
1665
A B C
ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B5, B6 T1 6 16 A
B
C D
E
9780 200 8855 100 20 670 48
T2 6 16 A
B
5430 200 5270 48
B3 6 16 A
B
8035 300 7775 48
B4 2 13 A
B
7585 230 7390 39
B5 6 13 A
B
C
D
E
7055 190 6265 100 20 535 39
S6 35 10
A
B 1930 300 550 30
S7 35 10
A
B 1930 300 550 30
SB8 7 25
A
320 320
REBAR
LGT(m)
WT(kg)
SUMMARY : B5, B6
10
136
76
13
57
57
16
140
217
25
2
9
TOTAL
335
359
6650
B5:350x600
(SCALE: H = 1:50 / V = 1:50)
6650
B6:350x600
(SCALE: H = 1:50 / V = 1:50)
350
C7
350
C8
350
C9
533.4(ANCHORAGE)
533.4(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

37. 29-2L-#10
@200 C/C
30-2L-#10
@200 C/C
6-#16
4-#13 6-#13
2-#13
6-#16
935 1405
1 2 3
350
600
SECTION 12-12
(SCALE 1:25)
6-#16
STP 2L-#10
4-#13
12
12
350
600
SECTION 13-13
(SCALE 1:25)
6-#16
STP 2L-#10
2-#13
6-#13
13
13
350
600
SECTION 14-14
(SCALE 1:25)
6-#16
STP 2L-#10
6-#16
14
14
5600
B9:350x600
(SCALE: H = 1:50 / V = 1:50)
5750
B10:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C8
650
C5
350
C2
LBS
LBS
LBS
LBS
668
533
S7-29NOS-T10-@200 S8-30NOS-T10-@200
T1-6NOS-T16 T2-6NOS-T16
B3-4NOS-T13
B4-2NOS-T13
B5-2NOS-T13 B6-6NOS-T16
SB9
1440
935 1405
1 2 3
ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B9, B10 T1 6 16 A
B
C D
E
11925 150 11050 100 20 670 48
T2 6 16 A
B
1885 200 1725 48
B3 4 13 A
B
C
D
6140 5505 100 20 535
B4 2 13 A
B C
D
4670 4040 100 20 535
B5 2 13
A
5200 5200
B6 6 16 A
B
7435 300 7175 48
S7 29 10
A
B 1930 300 550 30
S8 30 10
A
B 1930 300 550 30
SB9 5 25
A
320 320
REBAR
LGT(m)
WT(kg)
SUMMARY : B9, B10
10
114
63
13
44
44
16
127
198
25
2
6
TOTAL
287
311
5600
B9:350x600
(SCALE: H = 1:50 / V = 1:50)
5750
B10:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C8
650
C5
350
C2
533.4 667.8(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

38. 29-2L-#10
@200 C/C
30-2L-#10
@200 C/C
6-#16
4-#13 6-#13
2-#13
6-#16
935 1405
1 2 3
350
600
SECTION 12-12
(SCALE 1:25)
6-#16
STP 2L-#10
4-#13
12
12
350
600
SECTION 13-13
(SCALE 1:25)
6-#16
STP 2L-#10
2-#13
6-#13
13
13
350
600
SECTION 14-14
(SCALE 1:25)
6-#16
STP 2L-#10
6-#16
14
14
5600
B9:350x600
(SCALE: H = 1:50 / V = 1:50)
5750
B10:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C8
650
C5
350
C2
LBS
LBS
LBS
LBS
668
533
S7-29NOS-T10-@200 S8-30NOS-T10-@200
T1-6NOS-T16 T2-6NOS-T16
B3-4NOS-T13
B4-2NOS-T13
B5-2NOS-T13 B6-6NOS-T16
SB9
1440
935 1405
1 2 3
ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B9, B10 T1 6 16 A
B
C D
E
11925 150 11050 100 20 670 48
T2 6 16 A
B
1885 200 1725 48
B3 4 13 A
B C
D
6140 5505 100 20 535
B4 2 13 A
B
C
D
4670 4040 100 20 535
B5 2 13
A
5200 5200
B6 6 16 A
B
7435 300 7175 48
S7 29 10
A
B 1930 300 550 30
S8 30 10
A
B 1930 300 550 30
SB9 5 25
A
320 320
REBAR
LGT(m)
WT(kg)
SUMMARY : B9, B10
10
114
63
13
44
44
16
127
198
25
2
6
TOTAL
287
311
5600
B9:350x600
(SCALE: H = 1:50 / V = 1:50)
5750
B10:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C8
650
C5
350
C2
533.4
667.8(ANCHORAGE)
667.8(ANCHORAGE)
667.8(ANCHORAGE)
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

39. 29-2L-#10
@200 C/C
30-2L-#10
@200 C/C
6-#16
6-#13
2-#13
6-#16
1405
1 2 3
350
600
SECTION 15-15
(SCALE 1:25)
6-#16
STP 2L-#10
2-#13
6-#13
15
15
350
600
SECTION 16-16
(SCALE 1:25)
6-#16
STP 2L-#10
6-#16
16
16
5600
B11:350x600
(SCALE: H = 1:50 / V = 1:50)
5750
B12:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C9
650
C6
350
C3
LBS
LBS
LBS
LBS
LBS
668
533
S6-29NOS-T10-@200 S7-30NOS-T10-@200
T1-6NOS-T16 T2-6NOS-T16
B3-6NOS-T13
B4-2NOS-T13 B5-6NOS-T16
SB8
1440
1405
1 2 3
ELEMENT BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B11, B12 T1 6 16 A
B
C D
E
11925 150 11050 100 20 670 48
T2 6 16 A
B
1885 200 1725 48
B3 6 13 A
B
C
D
6140 5505 100 20 535
B4 2 13 A
B
6760 150 6640 39
B5 6 16 A
B
7435 300 7175 48
S6 29 10
A
B 1930 300 550 30
S7 30 10
A
B 1930 300 550 30
SB8 6 25
A
320 320
REBAR
LGT(m)
WT(kg)
SUMMARY : B11, B12
10
114
63
13
51
50
16
127
198
25
2
8
TOTAL
294
319
5600
B11:350x600
(SCALE: H = 1:50 / V = 1:50)
5750
B12:350x600
(SCALE: H = 1:50 / V = 1:50)
650
C9
650
C6
350
C3
533.4
667.8(ANCHORAGE)
667.8(ANCHORAGE)
533.4(ANCHORAGE)
667.8(ANCHORAGE)
REBAR
LGT(m)
WT(kg)
TOTAL QUANTITY
10
742
411
13
298
296
16
803
1249
25
12
45
TOTAL
1855
2001
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

40. A B
7000
150
738 600 600 600 600 600 600 738
350
1830
1200
350
500
1090
7000
738
600
600
600
600
600
600
738
350
1200
350
350
500
1090
C
400
150 150 150 150 150 150 150 150 150 150 150 150 150
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

41. 150 600 150 600 150
250
100
350
250
100
350
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

42. 12 11 10 9 8 7 6
1
14 15 16 17 18 19
2
3
4
5
13
20
SCALE. 1:50
STAIR & ELEVATOR
GROUND FLOOR
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

43. 12 11 10 9 8 7 6
1
14 15 16 17 18 19
2
3
4
5
13
20
SCALE. 1:50
STAIR & ELEVATOR
FIRST FLOOR
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

44. 10 9 8 7 6
1
14 15 16 17 18 19
2
3
4
5
20
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

45. COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

46. 1
2
3
4
5
13
20
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

47. EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C1
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
(2),(3),(4)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
E1
650
350
SECTION 1-1
(SCALE 1:25)
(1) 14-#16
2
3
4
EL. 0 m
BOF
EL. 4 m
TOC
DETAIL OF COLUMN C2
E1
- C35, Fy420, COVER:25mm
(SCALE 1:50)
EL. 8 m
TOC
EL. 12 m
TOC
EL. 16 m
TOC
(2),(3),(4)
#10
@125
C/C
530
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
(2),(3),(4)
#10
@125
C/C
480
480
480
480
480
480
480
480
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
(1) 14-#16
1 1
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

48. (SCALE 1:25)
COLUMN AND WALL SCHEDULE
COLUMN MARKED
0 M
TO
4 M
4 M
TO
8 M
8 M
TO
12 M
C1 C2 C3 C4 C5
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
#16
14-#16
LINKS
#10 @ 125
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
4-#25 + 12-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
650
350
14-#16
LINKS
#10 @ 125
650
350
#16
14-#16
650
350
#16
14-#16
C35 : Fy420 , COVER = 25mm
LINKS
#10 @ 125
LINKS
#10 @ 125
Saturday,
January
15,
2022
11:01:09
PM

49. 9X7 = 63
60X60 CM
BLOCKS
WAFFLE
SLAB
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

50. COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

51. 7000 7000
250
RAFT GRID LINES
SCALE: 1:100
F1 F2 F3
F4 F5
F6
F7 F8 F9
5750
5750
7000 7000
100
0
250
Sunday,
February
13,
2022Sunday,
February
13,
2022
11:18:19
AM

52. COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

53. S1
(220THK)
S2
(220THK)
S3
(220THK)
S4
(220THK)
C1 C2 C3
C4 C5 C6
C7 C8 C9
B1 B2
B3 B4
B5 B6
B8
B10
B12
B7
B9
B11
6250
6250
7000 7000
PLAN AT 4 M
BEAM LEGEND
BEAM
SIZE
B D
B1,B2,B3,B4,B5,B6,B7,B8,B9,B10,B11 350 600
B12
SLAB SCHEDULE (C30 : FY420) (LEVEL : 4 M)
CONTINUOUS
FULL LENGTH
ALONG SHORT SPAN
MARKED
SLAB
THICKNESS
SLAB
FULL LENGTH
BOTTOM REINFORCEMENT
CURTAILED CURTAILED
ALONG LONG SPAN
TOP REINFORCEMENT
OVER LONG SUPPORT
SUPPORT SUPPORT
END CONTINUOUS
OVER SHORT SUPPORT
SUPPORT SUPPORT
END
DISTRIBUTION
REMARKS
S1 220 #13 @ 150 C/C --- #13 @ 155 C/C --- #13 @ 135 C/C #13 @ 300 C/C #13 @ 140 C/C #13 @ 300 C/C #13 @ 300 C/C ---
S2 220 #13 @ 150 C/C --- #13 @ 155 C/C --- #13 @ 135 C/C #13 @ 300 C/C #13 @ 140 C/C #13 @ 300 C/C #13 @ 300 C/C ---
S3 220 #13 @ 150 C/C --- #13 @ 155 C/C --- #13 @ 135 C/C #13 @ 300 C/C #13 @ 140 C/C #13 @ 300 C/C #13 @ 300 C/C ---
S4 220 #13 @ 150 C/C --- #13 @ 155 C/C --- #13 @ 135 C/C #13 @ 300 C/C #13 @ 140 C/C #13 @ 300 C/C #13 @ 300 C/C ---
B7
B8
STAIR
ELEVATOR
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

54. C1 C2 C3
C4 C5 C6
C7 C8 C9
B1 B2
B3 B4
B5 B6
B8
B10
B12
B7
B9
B11
6250
6250
7000 7000
BOTTOM REINFORCEMENT LAYOUT - 4 M
(SCALE 1:100)
B2
B5
B7
B10
B11
B13
B15
B17
B1
B3
B4
B6
B8
B9
B12
B14
B16
BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
B1 1 13 A
B
6990 180 6840 39
B2 44 13 A
B
6640 180 6490 39
B3 1 13 A
B
6990 180 6840 39
B4 1 13 A
B
7740 180 7590 39
B5 39 13 A
B
7390 180 7240 39
B6 1 13 A
B
6990 180 6840 39
B7 44 13 A
B
6640 180 6490 39
B8 1 13 A
B
6990 180 6840 39
B9 1 13 A
B
7740 180 7590 39
B10 39 13 A
B
7390 180 7240 39
B11 46 13 A
B
6640 180 6490 39
B12 1 13 A
B
7740 180 7590 39
B13 38 13 A
B
7390 180 7240 39
B14 1 13 A
B
7740 180 7590 39
B15 46 13 A
B
6640 180 6490 39
B16 1 13 A
B
7740 180 7590 39
B17 38 13 A
B
7390 180 7240 39
B18 1 13 A
B
7740 180 7590 39
REBAR
LGT(m)
WT(kg)
TOTAL QUANTITY
13
2408
2392
TOTAL
2408
2392
B7
B8
STAIR
ELEVATOR
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

55. C1 C2 C3
C4 C5 C6
C7 C8 C9
B1 B2
B3 B4
B5 B6
B8
B10
B12
B7
B9
B11
6250
6250
7000 7000
TOP REINFORCEMENT LAYOUT - 4 M
(SCALE 1:100)
T1
T2
T3
T4
T9
T10
T11
T16
T17
T18
T23
T24
T5
T6
T7
T8
T12
T13
T14
T15
T19
T20
T21
T22
T25
T26
T27
T28
BAR
MARK
BAR
NOS.
REBAR BAR
SHAPE
CUTTING
LENGTH
mm
DIMENSIONS (mm)
A B C D E R
T1 21 13 A
B
1920 140 1810 39
T2 51 13
A
3305 3305
T3 44 13
A
3305 3305
T4 24 13 A
B
1920 140 1810 39
T5 6 13
A
2995 2995
T6 6 13
A
3745 3745
T7 6 13
A
2995 2995
T8 6 13
A
3745 3745
T9 51 13
A
3305 3305
T10 21 13 A
B
1920 140 1810 39
T11 24 13 A
B
1920 140 1810 39
T12 6 13
A
2995 2995
T13 6 13
A
3750 3750
T14 6 13
A
2995 2995
T15 6 13
A
3750 3750
T16 21 13 A
B
1920 140 1810 39
T17 24 13 A
B
1920 140 1810 39
T18 44 13
A
3305 3305
T19 6 13
A
3745 3745
T20 6 13
A
3000 3000
T21 6 13
A
3745 3745
T22 6 13
A
3000 3000
T23 24 13 A
B
1920 140 1810 39
T24 21 13 A
B
1920 140 1810 39
T25 6 13
A
3750 3750
T26 6 13
A
3000 3000
T27 6 13
A
3750 3750
T28 6 13
A
3000 3000
REBAR
LGT(m)
WT(kg)
TOTAL QUANTITY
13
1292
1287
TOTAL
1292
1287
B7
B8
STAIR
ELEVATOR
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

56. A B C
SLAB S1
(TWO WAY) (220 THK)
5900
350
1475 1475
SLAB S2
(TWO WAY) (220 THK)
5900
350 350
1475 1475
SECTION A-A-A-A
#13@300 C/C
#13@300 C/C #13@300 C/C
#13@300 C/C
#13@300 C/C #13@300 C/C
#13@300 C/C
#13@150 C/C
#13@155 C/C #13@155 C/C
#13@150 C/C
A B C
SLAB S3
(TWO WAY) (220 THK)
5650
600
1415 1415
SLAB S1
(TWO WAY) (220 THK)
5775
600 350
1445 1445
SECTION A-A
#13@300 C/C
#13@300 C/C #13@300 C/C
#13@300 C/C
#13@300 C/C #13@300 C/C
#13@300 C/C
#13@150 C/C
#13@155 C/C #13@155 C/C
#13@150 C/C
7000 7000
COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM

57. COMPANY PROJECT OFFICE
ERBIL BRANCH STREET # 100, AMBARI # T3
MAIN TRAFFIC CENTER
BAGHDAD, IRAQ
Mobile: +964-7716574775 +964-7707044119
Email: world.hawks@yahoo.com
Saturday,
January
15,
2022
11:01:09
PM