Lc

BEAM HEIGHT
L1 L2
B A D
d
h

LIST OF DRAWINGS

SHEET NO. SHEET TITLE G F H

CONCRETE BEAM REBAR TABLE (SEISMIC)
S-00 COVER SHEET SPAN SECTION SIZE LONGITUDINAL BARS STIRRUPS
ZONE A ZONE B ZONE C ZONE B ZONE A TYPICAL
BEAM ID SPAN NO. LENGTH L1 L2
ELEVATIONS
S-01 GENERAL NOTES (LC) WIDTH DEPTH A B C D F G H ZONE A ZONE B ZONE C
NOTES:
28-10 @ 150 MM TYPE
5-20
1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING. 8-20 7-10 @ 150 MM TYPE A
S-02 FLOOR FRAMING PLANS 1 5.200 M 700 MM 1000 MM 3-20 - - - - 1.300 M - - A ELEVATION 3S
(2,414)
2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h. (2,414) (1.0)
3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 50.8mm MAXIMUM FROM THE FACE OF THE SUPPORT. (1.0)
4. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT, NOR WITHIN
5-20 A DISTANCE OF 2H. 8-20 14-10 @ 75 MM TYPE A 36-10 @ 75 MM TYPE A
S-03 CONCRETE COLUMN SCHEDULE 4CB1 2 5. 3.700 M
LAP SPLICES 700 MM
SHALL 1000BY
BE ENCLOSED MM -
HOOP STIRRUPS -
AT A MAXIMUM SPACING 3-20 WHICHEVER IS SMALLER. -
OF D/4 OR 101.6mm,
(2,414) (2,414)
- - 0.925 M
(2.0)
-
(1.9)
ELEVATION 3S

S-04 CONCRETE BEAM SCHEDULE (SEISMIC) 5-20 5-20 8-20 14-10 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A
3 3.750 M 700 MM 1000 MM 3-20 3-20 - - 0.937 M 0.937 M - ELEVATION 3S
(2,414) (2,414) (2,414) (1.9) (1.8)
Typical Concrete Beam Elevation 1S
S-05 CONCRETE COLUMN LAYOUT
5-20 8-20 14-10 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A
1 3.750 M 700 MM 1000 MM 3-20 - - - - 0.937 M - - ELEVATION 2S
(2,414) (2,414) (1.9) (1.8)
4CB2
5-20 5-20 8-20 14-10 @ 75 MM TYPE A 42-10 @ 75 MM TYPE A
2 4.150 M 700 MM 1000 MM (2,414) 3-20 (2,414) 3-20 (2,414) - - 1.037 M 1.037 M (1.8) - (1.7) ELEVATION 2S

5-20 8-20 14-10 @ 75 MM TYPE A 36-10 @ 75 MM TYPE A

1 3.700 M 700 MM 1000 MM 3-20 - - - - 0.925 M - - ELEVATION 3S
(2,414) (2,414) (2.0) (1.9)
Lc1 Lc2
5-20 8-20 14-14 @ 75 MM TYPE A 14-14 @ 75 MM TYPE A
2 2.000 M 700 MM 1000 MM - - 3-20 - - - 0.500 M - ELEVATION 3S
(2,414) (2,414) (3.5) (3.4)
4CB3
BEAM HEIGHT 5-20
BEAM HEIGHT 3-20 8-20 14-14 @ 75 MM TYPE A 16-14 @ 75 MM TYPE A
L1 3 L2 2.200 M 700 MM 1000L1MM - - - - L2 - 0.550 M - ELEVATION 3S
(2,414) (2,414) (3.2) (3.1)
B A D C A B
5-20 5-20 8-20 14-10 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A
4 3.750 M 700 MM 1000 MM 3-20 3-20 - - 0.937 M 0.937 M - ELEVATION 3S
(2,414) (2,414) (2,414) (1.9) (1.8)
21-10 @ 150 MM TYPE
5-20 5-20 8-20 7-10 @ 150 MM TYPE A
4CB4 1 4.650 M 700 MM 1000 MM 3-20 3-20 - - 1.162 M 1.162 M - A ELEVATION 1S
d

(2,414) (2,414) (2,414) (1.0)

h

(1.0)
5-20 8-20 14-10 @ 75 MM TYPE A 36-10 @ 75 MM TYPE A
1 3.700 M 700 MM 1000 MM 3-20 - - - - 0.925 M - - ELEVATION 3S
(2,414) (2,414) (2.0) (1.9)

G F H F 5-20 F 8-20 G 14-14 @ 75 MM TYPE A 14-14 @ 75 MM TYPE A

TYPICAL LAP 2 2.000 M 700 MM 1000 MM - - 3-20 - - - 0.500 M - ELEVATION 3S
(2,414)TYPICAL LAP (2,414) (3.5) (3.5)
(SEE NOTE 5) 4CB5 (SEE NOTE 5)
5-20 8-20 14-14 @ 75 MM TYPE A 16-14 @ 75 MM TYPE A
3 2.200 M 700 MM 1000 MM - - 3-20 - - - 0.550 M - ELEVATION 3S
ZONE A ZONE B ZONE C ZONE B ZONE A ZONE A ZONE B (2,414) ZONE C (2,414) ZONE B ZONE A (3.2) (3.1)

5-20 5-20 8-20 14-10 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A

4 3.750 M 700 MM 1000 MM 3-20 3-20 - - 0.937 M 0.937 M - ELEVATION 3S
NOTES: (2,414) (2,414) (2,414) (1.9) (1.9)
1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.
2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h. 5-20 5-20 8-20 14-10 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A
4CB6 1 3.750 M 700 MM 1000 MM 3-20 3-20 - - 0.937 M 0.937 M - ELEVATION 1S
3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 50.8mm MAXIMUM FROM THE FACE OF THE SUPPORT. (2,414) (2,414) (2,414) (2.0) (1.9)
4. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT, NOR WITHIN A DISTANCE OF 2H.
5. LAP SPLICES SHALL BE ENCLOSED BY HOOP STIRRUPS AT A MAXIMUM SPACING OF D/4 OR 101.6mm, WHICHEVER IS SMALLER. 9-20 15-20 14-18 @ 75 MM TYPE A 56-10 @ 75 MM TYPE A
1 5.200 M 700 MM 1000 MM 8-20 - - - - 1.300 M - - ELEVATION 3S
(4,858) (4,220) (5.5) (1.8)

9-20 8-20 14-14 @ 75 MM TYPE A 36-10 @ 75 MM TYPE A

Typical Concrete Beam Elevation 2S 3CB1 2 3.700 M 700 MM 1000 MM - - 7-20 - - - 0.925 M - ELEVATION 3S
(4,738) (2,414) (3.9) (1.6)
22-10 @ 125 MM TYPE
6-20 6-20 8-20 14-14 @ 75 MM TYPE A
3 3.750 M 700 MM 1000 MM 5-20 6-20 - - 0.937 M 0.937 M - A ELEVATION 3S
(3,126) (3,385) (2,414) (3.3)
(1.2)
9-20 14-20 14-14 @ 75 MM TYPE B 37-12 @ 75 MM TYPE A
1 3.750 M 700 MM 1000 MM 7-20 - - - - 0.937 M - - ELEVATION 2S
(4,650) (4,128) (7.1) (2.3)
3CB2
10-20 11-20 20-20 14-16 @ 75 MM TYPE B 42-14 @ 75 MM TYPE A
2 4.150 M 700 MM 1000 MM 9-20 10-20 - - 1.037 M 1.037 M - ELEVATION 2S
Lc1 (5,587) (6,071) Lc2 (5,822) (9.4) LcN (3.1)
18-10 @ 150 MM TYPE
6-20 8-20 14-14 @ 75 MM TYPE A
1 3.700 M 700 MM 1000 MM 4-20 - - - - 0.925 M - - A ELEVATION 3S
(2,849) (2,414) (3.6)
(1.0)
BEAM HEIGHT BEAM HEIGHT BEAM HEIGHT
L1 L2 2.000 M 5-20 8-20 L1 14-16 @ 75 MM TYPE A 14-14 @ 75 MM TYPE A
2 700 MM 1000L1MM - - (2,794) 5-20 (2,414) - - L2 - 0.500 M (4.7) - (3.4) A
L2
ELEVATION 3S
B A D C D C B
3CB3
5-20 8-20 14-16 @ 75 MM TYPE A 16-14 @ 75 MM TYPE A
3 2.200 M 700 MM 1000 MM - - 3-20 - - - 0.550 M - ELEVATION 3S
(2,414) (2,414) (4.5) (3.3)
NO DESCRIPTION DATE
22-10 @ 125 MM TYPE
6-20 5-20 8-20 14-14 @ 75 MM TYPE A
d

4 3.750 M 700 MM 1000 MM 4-20 5-20 - - 0.937 M 0.937 M - A ELEVATION 3S

h

(2,912) (2,760) (2,414) (3.1)

(1.0) 0 NEW DRAWING GENERATED 8/1/2019
7-20 13-20 29-20 14-16 @ 75 MM TYPE B 14-14 @ 75 MM TYPE B 41-14 @ 75 MM TYPE A
3CB4 1 4.650 M 700 MM 1000 MM 6-20 11-20 - - 1.162 M 1.162 M ELEVATION 1S
(3,705) (6,957) (8,648) (9.7) (7.3) (3.9) Width Width
G F F H F F H F F G
TYPICAL LAP 7-20 TYPICAL LAP 12-20 14-18 @ 75 MM TYPE A TYPICAL LAP 36-10 @ 75 MM TYPE A
1 3.700 M 700 MM 1000 MM 6-20 - - - - 0.925 M - - ELEVATION 3S
(SEE NOTE 5) (3,840) (SEE NOTE 5) (3,566) (5.9) (SEE NOTE 5) (1.8)

7-20 4-14 6-20 7-10 @ 150 MM TYPE A 3-10 @ 450 MM TYPE A

ZONE A ZONE B ZONE C ZONE B 2 2.000
ZONE A M 700 MM 1000
ZONE A MM -
ZONE B - (3,861) ZONE C 6-20 (0) - B
ZONE
(2,414)ZONE A - 0.500ZONE
M A ZONE B
(0.0) - ZONE C
(0.0) ZONE BELEVATION 3S
ZONE A
3CB5
Depth

Depth

6-20 8-20 14-16 @ 75 MM TYPE A 16-14 @ 75 MM TYPE A

NOTES: 3 2.200 M 700 MM 1000 MM - - 4-20 - - - 0.550 M - ELEVATION 3S
(2,920) (2,414) (4.8) (3.6)
1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.
2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h. 22-10 @ 125 MM TYPE
6-20 6-20 8-20 14-14 @ 75 MM TYPE A
3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 50.8mm MAXIMUM FROM THE FACE OF THE SUPPORT. 4 3.750 M 700 MM 1000 MM 6-20 4-20 - - 0.937 M 0.937 M - A ELEVATION 3S
(3,361) (2,972) (2,414) (3.3)
4. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT, NOR WITHIN A DISTANCE OF 2H. (1.2)
5. LAP SPLICES SHALL BE ENCLOSED BY HOOP STIRRUPS AT A MAXIMUM SPACING OF D/4 OR 101.6mm, WHICHEVER IS SMALLER.
9-20 8-20 14-20 14-14 @ 75 MM TYPE B 37-12 @ 75 MM TYPE A
3CB6 1 3.750 M 700 MM 1000 MM 7-20 7-20 - - 0.937 M 0.937 M - ELEVATION 1S
(4,749) (4,298) (4,146) (7.1) (2.2)

Typical Concrete Beam Elevation 3S 11-20 18-20 14-18 @ 75 MM TYPE A 56-12 @ 75 MM TYPE A
1 5.200 M 700 MM 1000 MM 10-20 - - - - 1.300 M - - ELEVATION 3S
(6,142) (5,182) (5.9) (2.4) Beam Section-A Beam Section-B
12-20 8-20 3-20 14-16 @ 75 MM TYPE A 36-10 @ 75 MM TYPE A
2CB1 2 3.700 M 700 MM 1000 MM - - (6,346) 10-20 (2,420) - (3,372) - 0.925 M (4.3) - (2.0) ELEVATION 3S

8-20 8-20 10-20 14-14 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A DRAWING

3 3.750 M 700 MM 1000 MM 7-20 7-20 - - 0.937 M 0.937 M - ELEVATION 3S
(4,227) (4,499) (2,741) (3.7) (1.6)

11-20 17-20 14-14 @ 75 MM TYPE B 37-12 @ 75 MM TYPE A

Width 1 3.750 M 700 MM 1000 MM 9-20 - - - - 0.937 M - - ELEVATION 2S
2CB2
(5,975) (4,987) (7.8) (2.9)
CONCRETE BEAM SCHEDULE
13-20 14-20 24-20 14-16 @ 75 MM TYPE B 42-14 @ 75 MM TYPE A GENERAL NOTES - 1
2 4.150 M 700 MM 1000 MM
(7,050)
11-20
(7,591)
12-20
(6,965)
- - 1.037 M 1.037 M
(9.8)
-
(4.0)
27-10 @ 100 MM TYPE
ELEVATION 2S
(SEISMIC)
7-20 10-20 14-14 @ 75 MM TYPE A
1 3.700 M 700 MM 1000 MM 6-20 - - - - 0.925 M - - A ELEVATION 3S
(3,833) (2,762) (4.0)
(1.4)
Depth

7-20 9-20 14-16 @ 75 MM TYPE A 14-14 @ 75 MM TYPE A

2 2.000 M 700 MM 1000 MM - -
(3,923)
7-20
(2,487)
- - - 0.500 M
(5.1)
-
(3.8)
ELEVATION 3S STRUCTURE
2CB3
6-20 8-20 14-16 @ 75 MM TYPE A 16-14 @ 75 MM TYPE A
3 2.200 M 700 MM 1000 MM - - 4-20 - - - 0.550 M - ELEVATION 3S
(2,839) (2,414) (4.8) (3.6)
28-10 @ 100 MM TYPE
4 3.750 M 700 MM 1000 MM
7-20
(3,934)
7-20
7-20
(3,966)
7-20
10-20
(2,855)
- - 0.937 M 0.937 M
14-14 @ 75 MM TYPE A
(3.5)
- A
(1.4)
ELEVATION 3S SECOND ANALYSIS OF BUILDING
8-20 15-20 32-20 14-16 @ 75 MM TYPE B 42-16 @ 75 MM TYPE A
Beam Section-C 2CB4 1 4.650 M 700 MM 1000 MM
(4,353)
7-20
(8,487)
14-20
(9,482)
- - 1.162 M 1.162 M
(9.8)
-
(4.3)
ELEVATION 1S

9-20 15-20 14-18 @ 75 MM TYPE A 36-12 @ 75 MM TYPE A

1 3.700 M 700 MM 1000 MM 8-20 - - - - 0.925 M - - ELEVATION 3S
(5,015) (4,254) (6.4) (2.3) PROJECT
10-20 4-14 8-20 7-10 @ 150 MM TYPE A 3-10 @ 450 MM TYPE A
2 2.000 M 700 MM 1000 MM - - (5,172) 8-20 (0) - (2,728) - 0.500 M (0.0) - (0.0) ELEVATION 3S
2CB5
7-20 8-20 14-18 @ 75 MM TYPE A 16-16 @ 75 MM TYPE A
3 2.200 M 700 MM 1000 MM - - 5-20 - - - 0.550 M - ELEVATION 3S
(3,522) (2,414) (5.4) (4.2)

8-20 8-20 10-20 14-14 @ 75 MM TYPE A 37-10 @ 75 MM TYPE A

4 3.750 M 700 MM 1000 MM 7-20 6-20 - - 0.937 M 0.937 M - ELEVATION 3S
(4,336) (4,117) (2,867) (3.6) (1.5)
28-14 @ 100 MM TYPE
12-20 11-20 18-20 14-14 @ 75 MM TYPE B
2CB6 1 3.750 M 700 MM 1000 MM 9-20 9-20 - - 0.937 M 0.937 M - A ELEVATION 1S
(6,310) (5,789) (5,297) (7.8)
(3.0) CLIENT

CONSULTANT

PROJECT NUMBER

DATE

DESIGNED BY

CHECKED BY

S-05
S-01
SCALE