Document1

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