Page 86 - Portfolio Sittichok

LIST OF DRAWINGS

SHEET NO. SHEET TITLE
Lc
S-00 COVER SHEET
S-01 GENERAL NOTES BEAM HEIGHT
L1 L2
B A D
S-02 FLOOR FRAMING PLANS (1 OF 3)
S-03 FLOOR FRAMING PLANS (2 OF 3)
d
h
S-04 FLOOR FRAMING PLANS (3 OF 3)
S-05 CONCRETE COLUMN SCHEDULE
G F H
S-06 CONCRETE BEAM SCHEDULE (SEISMIC)
S-07 CONCRETE COLUMN LAYOUT
ZONE A ZONE B ZONE C ZONE B ZONE A
S-08 WALL LAYOUT (1 OF 2)
NOTES:
S-09 WALL LAYOUT (2 OF 2) 1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.
2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h.
S-10 WALL REINFORCEMENT ELEVATIONS (1 OF 4) 3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 0.0508m MAXIMUM FROM THE FACE OF THE SUPPORT.
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 0.1016m, WHICHEVER IS SMALLER.
S-11 WALL REINFORCEMENT ELEVATIONS (2 OF 4)
Typical Concrete Beam Elevation 1S
S-12 WALL REINFORCEMENT ELEVATIONS (3 OF 4)
S-13 WALL REINFORCEMENT ELEVATIONS (4 OF 4)
S-14 WALL REINFORCEMENT PLANS (1 OF 2)
S-15 WALL REINFORCEMENT PLANS (2 OF 2)
Lc1 Lc2 NO DESCRIPTION DATE
0 NEW DRAWING GENERATED 13/10/2562
BEAM HEIGHT BEAM HEIGHT
L1 L2 L1 L2
B A D C A B
d d
h h
G F H F F G
TYPICAL LAP TYPICAL LAP DRAWING
(SEE NOTE 5) (SEE NOTE 5)
ZONE A ZONE B ZONE C ZONE B ZONE A ZONE A ZONE B ZONE C ZONE B ZONE A
GENERAL NOTES - 1
NOTES:
1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.
STRUCTURE
2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h.
3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 0.0508m MAXIMUM FROM THE FACE OF THE SUPPORT.
4. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT, NOR WITHIN A DISTANCE OF 2H.
EXAMPLE SHEARWALL
5. LAP SPLICES SHALL BE ENCLOSED BY HOOP STIRRUPS AT A MAXIMUM SPACING OF D/4 OR 0.1016m, WHICHEVER IS SMALLER.
Typical Concrete Beam Elevation 2S
PROJECT
Width Width Width
CLIENT
Depth Depth Depth CONSULTANT

PROJECT NUMBER
Beam Section-A Beam Section-B Beam Section-C
DATE
DESIGNED BY
CHECKED BY
S-01
SCALE