SCALE
S-01
PROJECT NUMBER
DATE
DESIGNED BY
CHECKED BY
CONSULTANT
DYKA ENGINEERING
CLIENT
PROJECT
STRUCTURE
VICTORIA_OFFICE
DRAWING
GENERAL NOTES - 1
NO DESCRIPTION DATE
0 NEW DRAWING GENERATED 6/7/2015
LIST OF DRAWINGS
SHEET NO. SHEET TITLE
S-00 COVER SHEET
S-01 GENERAL NOTES
S-02 FLOOR FRAMING PLANS
S-03 STEEL BEAM/COLUMN SCHEDULES
S-04 CONCRETE COLUMN SCHEDULE
S-05 CONCRETE BEAM SCHEDULE (SEISMIC) (1 OF 3)
S-06 CONCRETE BEAM SCHEDULE (SEISMIC) (2 OF 3)
S-07 CONCRETE BEAM SCHEDULE (SEISMIC) (3 OF 3)
S-08 CONNECTION SCHEDULES
S-09 CONCRETE COLUMN LAYOUT
S-10 STEEL COLUMN LAYOUT
Lc
L1 L2
ZONE A ZONE B ZONE C ZONE B ZONE A
h d
NOTES:1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h.3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 2" 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 4", WHICHEVER IS SMALLER.
AB D
FG H
BEAM HEIGHT
Typical Concrete Beam Elevation 1S
Lc1
L1 L2
ZONE A ZONE B ZONE C ZONE B ZONE A
h
TYPICAL LAP
d
Lc2
L1 L2
ZONE A ZONE B ZONE C ZONE B ZONE A
h
TYPICAL LAP
d
NOTES:1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h.3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 2" 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 4", WHICHEVER IS SMALLER.
(SEE NOTE 5) (SEE NOTE 5)
AB CD A B
G F F FH G
BEAM HEIGHT BEAM HEIGHT
Typical Concrete Beam Elevation 2S
Lc1
L1 L2
ZONE A ZONE B ZONE C ZONE B ZONE A
h
TYPICAL LAP
d
Lc2
L1 L2
ZONE A ZONE B ZONE C ZONE B ZONE A
h
TYPICAL LAP
d
LcN
L1 L2
ZONE A ZONE B ZONE C ZONE B ZONE A
h
TYPICAL LAP
d
NOTES:1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h.3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 2" 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 4", WHICHEVER IS SMALLER.
(SEE NOTE 5) (SEE NOTE 5) (SEE NOTE 5)
AB CD CD A B
G F F F F F FH H G
BEAM HEIGHT BEAM HEIGHT BEAM HEIGHT
Typical Concrete Beam Elevation 3S
Width
Dep
th
Beam Section-A
Width
Dep
th
Beam Section-B
Width
Dep
th
Beam Section-C