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C-11
C-10
T-01
C-01
C-02
C-03
C-04
C-05
C-06
C-07
Table of Content Table of Content
CONCRETE Elevation View
CONCRETE Plan View
CONCRETE Type A' Unit - 1
CONCRETE Type A' Unit - 2
CONCRETE Column & Beam Detail
CONCRETE Beam-column Joint Detail - 1
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
T-01
Table of Content
CONCRETE Beam-column Joint Detail - 2
C-12
C-13
F-01
F-02
F-03
CONCRETE Beam-column Joint Detail - 3
CONCRETE Beam-column Joint Detail - 4
CONCRETE Shear Wall Detail
CONCRETE Slab Detail
CONCRETE Additional Mass Detail
CONCRETE Base Tie Beam Detail
COMBINATION Plan View
COMBINATION Connection Plate
COMBINATION Pedestal Column
C-08
C-09
Vectorworks Educational Version
Vectorworks Educational Version
2FL
3FL
4FL
5FL
6FL
RFL
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-01
CONCRETEElevation View
West View1C-01
East View2C-01
SouthView3C-01
Type A'
Type B
Type B
Type C
730
3000
1500
1500
1500
1500
1500
1500
1273
0
750 2750 750 750 2750 750
730
3000
1500
1500
1500
1500
1500
1500
1273
0
730
3000
1500
1500
1500
1500
1500
1500
1273
01150 2350 1150 2350 1150
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Slab f'c 21 MPa
Additional Mass f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
1FL
GFL
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-02
CONCRETEPlan View
A B
1
2
3
3500
3500
3500
Ground Floor Plan1C-02
A B
1
2
3
3500
3500
3500
1st Floor Plan2C-02
A B
1
2
3
3500
3500
3500
2nd Floor Plan3C-02
W
E
W
E
W
E
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Slab f'c 21 MPa
Additional Mass f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-03
CONCRETEType A' Unit Detail 01
5780
1380900 900351125
LINE 1 SECTION1C-03
Type A'
Type B
Type B
Type C
5780
3000
3000
950
#3@80 (middle)
#3@50 (end)
1440
500
80
B2
B2
ColumnC1 5780
1380900 900351125
LINE 3 SECTION2C-03
B2
B2
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Slab f'c 21 MPa
Additional Mass f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
5550
055
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-04
CONCRETEType A' Unit Detail 02
1350 90090050 50
300 500 1650 300500
LINE B SECTION2C-04
5780
Type A'
Type B
Type B
Type C
5780
3000
3000
950
LINE A SECTION1C-04
5780
C2a
B1
C1
B1
C1C1C1
C1C1
C2aC2a
C2b
B1
C1
B1
C1
C2b
C1
C1
C2b
C1
C1 Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Slab f'c 21 MPa
Additional Mass f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
Longitudinal : 8#5End Transverse : #3@50Middle Transverse : #3@80
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-05
CONCRETEColumn & Beam Detail
Longitudinal : 18#5Transversal : #3@50
250
250
20
20
COLUMN DETAIL1
C-05
450
250
20
40
Longitudinal : 8#5Transversal : #3@50
: #3@100
Longitudinal : 8#5Transversal : #3@150
BEAM DETAIL2C-05
300
30045
45
Longitudinal : 8#5Transversal : #3@50
Column C1 Column C2a Column C2b
400
20
25040
40
5084
400
20
25040
40
Longitudinal : 12#5Transversal : #3@75
Longitudinal : 10#5Transversal : #3@150
Beam B1 - End Beam B1 - Middle
Beam B2 - End Beam B2 - Middle
550
300
45
20
4070
0
40400
310
4031
0
Longitudinal : 10#6Transversal : #3@100
Tie Beam
Column f'c 21 MPa
Beam f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
450
250
20
40
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-06
CONCRETEBeam-Column Joint
Detail - 1
Note:Transverse hoops in beam-column joints should not be removed
250
180
20
20
250
250
20
20
188
400
20
25040
40
400
20
25040
40
240
20
Connection Joint -X11C-06
X1: Line 1 & 3X2: Line 2
Connection Joint -X22C-06
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Steel plate JIS-SN490B
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-07
CONCRETEBeam-Column Joint
Detail - 2
Note:Transverse hoops in beam-column joints should not be removed
188
400
20
25040
250
20
20
250
550
300
45
2025
0
20
20
250
300
30045
45
188
188
250
20
20
250
550
300
45
2025
0
20
20
250
300
30045
45
188
430
40
400
20
25040
40
400
20
25040
40
20
25040
40
Beam-column Joint -X31C-07
X3: Line 1 & 3X4: Line 2
X5: Line 1 & 3X6: Line 2
Beam-column Joint -X42C-07
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Steel plate JIS-SN490B
Material Properties
Beam-column Joint -X53C-07
Beam-column Joint -X64C-07
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-08
CONCRETEBeam-Column Joint
Detail - 3
250
250
20
20
250
250
20
20
450
20
25040
188
188
450
20
25040
Connection Joint -Y11C-08
Y1 Y2
Connection Joint -Y22C-08
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Steel plate JIS-SN490B
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-09
CONCRETEBeam-Column Joint
Detail - 4
250
250
20
20
250
250
20
20
300
300
250
250
20
20
250
250
20
20
550
300
20
550
300
20
45
45
45
45
300
30045
45
430
430
180
280
450
20
25040
20
25040
450
20
25040
450
20
25040
450
Connection Joint -Y31C-09
Connection Joint -Y53C-09
Connection Joint - Y64C-09
Y5: LineA Y6: LineAY3: LineB Y4: LineB
Connection Joint -Y42C-09
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Steel plate JIS-SN490B
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-10
CONCRETEShear Wall Detail
#3@150
#3@150
2020
100
3003200
550
300
20
45
221206
100
2020
125 50
3250
250
250
20
20250
#3@150
#3@150
191171
100
FRONT SECTION SHEAR WALL - 300x300 boundary1C-10
SECTION SHEAR WALL - 300x300 boundary2C-10
FRONT SECTION SHEAR WALL - 250x250 boundary3C-10
SECTION SHEAR WALL - 250x250 boundary4C-10
Column f'c 21 MPa
Shear Wall f'c 21 MPa
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
A
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-11
CONCRETESlab Detail
TOP SECTION OF SLAB1
C-11
SECTION A SLAB2
C-11
SECTION B SLAB3
C-11
BEAM-SLAB A CONNECTION4
C-11 20
40
#3@150
#3@150
#3@150
#3@150
#3@150
#3@150
100
100
3250
3250
180170
170180
40
BEAM-SLAB B CONNECTION5
C-11
B Beam f'c 21 MPa
Slab f'c 21 MPa
Rebar #6 SD420W
Rebar #3 SD280W
Material Properties
N
Vectorworks Educational Version
Vectorworks Educational Version
100
100
300
425
290
#3@150
#3@150
85
1100
100
300
400
275
#3@150
135
1100
100
50 100 120
#3@150
65
100
40
55
1100
1100
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-12
CONCRETEAdditional Mass Detail
ADDITIONAL MASS CONFIGURATION1
C-12TOP SECTION OF ADDITIONAL MASS2
C-12
SECTION A ADDITIONAL MASS3
C-12
Additional Mass1100x1100
A
Slab f'c 21 MPa
Additional Mass f'c 21 MPa
Rebar #3 SD280W
Material Properties
B
SECTION B ADDITIONAL MASS4
C-12
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
C-13
CONCRETEBase Tie Beam Detail
10#6
#3@100
RC Base Tie 400x700
Bolt M20
Pedestal 750x1150x700
4070
0
100400
10#6
#3@100
Steel plate t = 30 mm
310
40
650
75
400
175 500 500 500 500 175
120
Shear stud D22
Shear stud D22
100
100
40 Shear stud D22
310
600
200 100
Bolt M20
300125 300 300 300 300 300 300 125
A
BASE TIE SECTION A2
C-13BASE TIE SECTION B3
C-13
B
Column f'c 21 MPa
Beam f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Steel plate JIS-SN490B
Material Properties
Bolt JIS B1186-F10T
BASE TIE TOP SECTION1
C-13
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
F-01
COMBINATIONPlan ViewTABLE CONFIGURATION1
F-01
8150
8150
N
Column f'c 21 MPa
Beam f'c 21 MPa
Shear Wall f'c 21 MPa
Slab f'c 21 MPa
Additional Mass f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
F-02
COMBINATIONConnection Plate
Type A'RC Column 300x550
12M20
Steel Plate t=2.4 cm
500
950
20050 200 50
Type A'RC Column 300x300
8M20
Steel Plate t=2.4 cm
500
500
20050 200 50
207.
560
207.
520
7.5
207.
560
CONNECTION PLATE DETAIL B2F-02
500
200
5020
050
20050 200 50300150 300 300 300 300 300 300 300 300 150
3000
20M20Steel Plate t=2.4 cm
RC Column 300x300
7M20
Steel Plate t=2.4 cm350
500
950
20050 200 50
207.
560
207.
520
7.5
207.
560
Type A'RC Column 300x550
11M20
Steel Plate t=2.4 cm
CONNECTION PLATE DETAIL A1F-02
Detail A Detail ADetail B
Detail A
Steel plate JIS-SN490B
Material Properties
Bolt JIS B1186-F10T
Vectorworks Educational Version
Vectorworks Educational Version
National Center forResearch on Earthquake
Engineering (NCREE)
Research on EarthquakeEngineering (NCREE)
ENGINEERING
Engineer
DrawingName
DrawingCode
Unitmm
F-03
COMBINATIONPedestal Column
730
3070
0
30#6
4#3
30#6
4#3
1150750
250x250 column 250x250 column
11501400
730
3070
0
1150750
250x250 column 250x250 column
11501400
1650
7525
050
075
250
500
75 250 500 752501150
140075 1000 75250
7525
050
075
250
1150
Steel Pipe 32�j
Steel Pipe 22
Shear stud D22
Bolt M30
�j
Bolt M20
30#6
#3@350
Steel Pipe 32�j
Bolt M30
Bolt M20
Shear stud D22
150150 200 200 200 200
Bolt M20
Column Pedestal A Section2F-03
Column Pedestal B Section4F-03
A
B
Column Pedestal Detail A1F-03
Column Pedestal Detail B3F-03
A B
1
2
3
3500
3500
3500
Detail B
Detail A
Column f'c 21 MPa
Beam f'c 21 MPa
Rebar #6 SD420W
Rebar #5 SD420W
Rebar #3 SD280W
Material Properties
Steel plate JIS-SN490B
Material Properties
Bolt JIS B1186-F10T
Vectorworks Educational Version
Vectorworks Educational Version
