Dala Jetty 130428

LIST OF DRAWING

PERSPECTIVE

S01

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT:

NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:

DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????

NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119

DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA

JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE

# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473

RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER

THE PILOT PROJECT FOR

THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT

IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE

DALA TERMINAL BUILDING

LIST OF DRAWING

ID NAME NOTE

S01 LIST OF DRAWING ISSUE FOR APPROVAL

S02 GENERAL NOTE 1 ISSUE FOR APPROVAL



S05 FOUNDATION & GROUND FLOOR PLAN ISSUE FOR APPROVAL

S06 EAVE LEVEL & ROOF FRAMING PLAN ISSUE FOR APPROVAL

S07 SECTION A ISSUE FOR APPROVAL

S08 SECTION B, C, D ISSUE FOR APPROVAL

S09 DETAIL A, B, C ISSUE FOR APPROVAL

S10 CONNECTION DETAIL 1 ISSUE FOR APPROVAL

S11 CONNECTION DETAIL 2 ISSUE FOR APPROVAL

GENERAL NOTE 1

NOT TO SCALE

S02

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????









TYPICAL SLAB DEPRESSION DETAILNOT TO SCALE TYPICAL PIPE SLEEVE DETAIL

NOT TO SCALE

TYPICAL SLAB REINFORCEMENT DETAILNOT TO SCALE

TYPICAL JOINT REINFORCEMENT DETAILNOT TO SCALE

GENERAL NOTE 2

NOT TO SCALE

S03

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????









DOOR OPENING DETAILNOT TO SCALE

WINDOW OPENING DETAILNOT TO SCALE

TYPICAL BEAM CONSTRUCTION JOINTNOT TO SCALE

TYPICAL BEAM REINFORCEMENTNOT TO SCALE

TYPICAL COLUMN REINFORCEMENTNOT TO SCALE

GENERAL NOTE 3

1:20

S04

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????









TYPICAL WALL CONSTRUCTION SECTION1:20

TYPICAL BRICK WALL PLAN1:20

TYPICAL COLUMN COVERING1:20

WALL WITH BRACING CONSTRUCTION SECTION1:20

WALL CONSTRUCTION ELEVATION1:20

EXTERIOR WALL:

10MM CEMENT PLASTER

WITH WIRE MESH ON 10MM

PLASTER BOARD PANEL

100MM X 50MM LIPPED

CHANNEL WALL RUNNER AT

600MM C/C

INTERIOR WALL:

10MM GYPSUM BOARD PANEL

BEAM COVERING:

PLASTER BOARD ON 100MM X 50MM

TIMBER STUD

BRICK WALL:

225MM BRICK WALL

WITH 10MM CEMENT

PLASTER ON BOTH

SIDES

100

50

EXTERIOR WALL:

10MM CEMENT PLASTER


PLASTER BOARD PANEL

100MM X 50MM LIPPED


600MM C/C

INTERIOR WALL:


BEAM COVERING:


TIMBER STUD

BRACING STUD:

H100X50X9

DIAGONAL BRACING

EXTERIOR WALL:

10MM CEMENT PLASTER


PLASTER BOARD PANEL

INTERIOR WALL:


100MM X 50MM LIPPED


600MM C/C

STEEL BRACKET 120MM X 50MM

X 6MM WITH 2D6 BOLTS

STEEL BEAM: H300X150X11 COVERED

WITH PLASTER BOARD ON 100MM X

50MM TIMBER STUD

BRICK WALL:

225MM BRICK WALL

WITH 10MM CEMENT

PLASTER ON BOTH

SIDES

BRICK WALL:

120MM BRICK WALL

WITH 10MM CEMENT

PLASTER ON BOTH

SIDES

BRICK WALL:

225MM BRICK WALL

WITH 10MM CEMENT

PLASTER ON BOTH

SIDES

COLUMN COVERING:


TIMBER STUD

COLUMN COVERING:


TIMBER STUD

900

3500

5000

5000

900

900 5400 5400 5400 5400 900

2500

2500

X1 X2 X3 X4 X5

Y2

Y3

Y4

Y5

Y1

18500

21600

900

3500

5000

5000

900

900 5400 5400 5400 5400 900

2500

2500

X1 X2 X3 X4 X5

Y2

Y3

Y4

Y5

Y1

18500

21600

B1

B1 B1 B1 B1

B1B1B1

B1

B1

B1

B1

B1

B1

B1

B1 B1

B1

B1

B1 B1 B1 B1

B1

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC1

SC1

SC2

SC2

SC1

SC1

SC1

SC1

SC1

SC3

SC2

SC1

(+6.60)

(+7.00)

(+6.60)

(+7.00)

ALL BEAM AND SLAB TOP LEVEL = +7.10 UNLESS OTHERWISE SPECIFIED.

SLOPE UP

SLOPE UP

RC BEAM SCHEDULE

ID SIZE MAIN STEEL STIRRUP

B1 300 x 600 4D12MM TOP & BOTTOM D6MM @ 150MM C/C

B2 300 x 300 4D12MM TOP & 2D12 MM BOTTOM D6MM @ 150MM C/C

STORY2(EL. 9.000 m)

STORY1(EL. 3.600 m)

H200X200X11

SC1

H200X200X11

SC2

H200X200X11

SC3

Number

Length

6

6.300 m

2

9.000 m

13

3.600 m

350MM THK RETAINING WALL

300 MM THICKEN SLAB LINE

B1: 300X600

THICKEN APRON EDGE

200 MM THICK SLAB ON GROUND

150 MM THICK APRON SLAB

FOUNDATION PLAN1:250

GROUND SLAB PLAN1:250

FOUNDATION & GROUND FLOOR PLAN

1:250

S05

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????









COLUMN SCHEDULE1:250

900

3500

5000

5000

900

900 5400 5400 5400 5400 900

2500

2500

X1 X2 X3 X4 X5

Y2

Y3

Y4

Y5

Y1

18500

21600

SB2 SB2 SB2 SB2

SB2SB2SB2SB2

SB3

SB3

SB1

SB10

SB9

SB10

SB10

SB1

SB9

SB10

SB10

SB1

SB10

SB9

SB2 SB2 SB2 SB2

SB9

SB10

SB1

SB10

SB10SB10

SB9

SB10SB10

SB9

SB1

SB1

900

3500

5000

5000

900

900 5400 5400 5400 5400 900

2500

2500

X1 X2 X3 X4 X5

Y2

Y3

Y4

Y5

Y1

18500

21600

SBR9 SBR9 SBR9 SBR9

SB1

SB1

SB1

SBR9SBR9 SBR9SBR9

SB4

SB4

SB4

SB10

SB1

SB10

SB9

EAVE LEVEL PLAN1:250

ROOF FRAMING PLAN1:250

EAVE LEVEL & ROOF FRAMING PLAN

1:250

S06

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????









ROOFING

150X75 LIP CHANNEL @ 750MM C/C PURLIN

1

S06

Detail 1 (from S06)1:25

304

607

250

338

241

607

WELD w1/4", E70XX

6MM STEEL PLATE

4 M16 BOLTS

2L-50X50X6

6MM STEEL PLATE

4 M16 BOLTS

WELD w1/4", E70XX

900 5400 5400 5400 5400 900

1100

400

3600

2700

2700

X1 X2 X3 X4 X5

A

200 MM THICK SLAB ON GROUND

D10MM @200MM C/C TOP & BOTTOM BOTHWAYS

SC2SC3 SC3

ROOFING

150X75 LIP CHANNEL @ 750MM C/C PURLIN

A

S09

SECTION A

1:75

S07

CLIENT: CONSULTANT:

SHEET TITLE:

PROJECT: SECTION: SCALE:

DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????







B

S09

C

S09

300 MM THICKEN SLAB

4D12MM TOP & BOTTOM

D6MM @ 150MM C/C STIRRUP

NIPPON KOEI CO.,LTD. AND



SECTION A1:75

2

S12

3

S13

900 5400 5400 5400 5400 900

1100400

3600

2700

2700

X1 X2 X3 X4 X5

1100

900 3500 5000 5000 5000 900

400

3600

2700

2700

X1 X2 X3 X4 X5

1100

900 3500 5000 5000 5000 900

400

3600

2700

2700

X1 X2 X3 X4 X5

1100

900 3500 5000 5000 5000 900

400

3600

2700

2700

X1 X2 X3 X4 X5

E

SECTION B, C, D

1:150

S08

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????










SECTION C1:150

SECTION B1:150

SECTION D1:150

C

B

4

S14

D

SECTION E1:150

5

S14

300

260

90

50

400

550

150

750

200

400

750

150

115 125 350 125 115

150 150 425

300

200

400

750

150

115 125 350 125 115

600

200

100

1050

150

115 125 350 125 115

100 400 100

DETAIL A, B, C

1:25

S09

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????










350MM THK BRICK RETAINING WALL

OVER 600MM X 150MM CONCRETE FOUNDATION

LAYING ON G15 LEAN CONCRETE

B1

200MM THK SLAB ON GROUND

D10MM @ 200MM C/C TOP & BOTTOM BOTH WAYS

LAYING ON 1:2:4 LEAN CONCRETE

BASE PLATE

ANCHOR BOLT

SC3

300MM THICKEN SLAB

4D12MM TOP & BOTTOM

D6MM @ 150MM C/C STIRRUP

DETAIL A (from S07)1:25

DETAIL B (from S07)1:25

DETAIL C (from S07)1:25




B1

200MM THK SLAB ON GROUND

D10MM @ 200MM C/C TOP & BOTTOM BOTH WAYS

LAYING ON 1:2:4 LEAN CONCRETE

BASE PLATE

ANCHOR BOLT

SC3




CONNECTION DETAIL 1

1:10

S10

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????










CONNECTION TYPE SCO11:10






100 8080

55

55

110

50 162 162 50

50 161 162 50

55

55

110

57 50

55

55

110

57 50

55

55

110

162 50

55

55

110

342

410

50100

110

10050

105

182

55

342

82

55

CONNECTION SCHEDULE

CONNECTION FIN PLATE BOLT

REMARK

ID COUNT MAIN SECTION CONNECTING SECTION T W H COUNT SIZE TYPE

SC01 22 H200X200X11 H250X150X9 25 MM 250 MM 250 MM 4 22 MM A325-N BASE PLATE

SC02 22 H200X200X11 H250X150X9 13 MM 100 MM 200 MM 2 22 MM A325-N BEAM TO COLUMN (FLANGE)

SC03 24 H200X200X11 H250X150X9 13 MM 250 MM 200 MM 2 22 MM A325-N BEAM TO COLUMN (WEB)

SC04 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N DIAGONAL BRACING TOP

SC05 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N DIAGONAL BRACING BASE (FLANGE)

SC06 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N DIAGONAL BRACING BASE (WEB)

SC07 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N WELD CONNECTION

CONNECTION DETAIL 2

1:10

S11

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????













CONNECTION TYPE SC101:10

200106

370

377

121

77 106

360

377

20

218

106

266

186

203

106

262

188

CONNECTION DETAIL 2

1:10

S12

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????











610

546

170

290

102

191161

216

218

345

256

273

291

240262

148207

287

95

215253

347

164

331

164

NOTE:

FOR TRUSS CONNECTIONS

PLATES: 6MM THICK

WELDS: E70XX w1/4"

BOLTS: M16, A307

FOR FRAME CONNECTIONS

FRAME PLATES: 12MM THICK

BOLTS: M22, A307

6MM STEEL PLATE

WELD w1/4", E70XX

6MM STEEL PLATE

4 M22 BOLTS

5050

4 M16 BOLTS

2L-75X75X6

2L-75X75X6

6MM STEEL PLATE

CONNECTION DETAIL 2

1:10

S13

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????











291

98

216

255

3

4

5

347

164

331

164 347

164

371 165

287

95

215

241

262

207148

NOTE:


PLATES: 6MM THICK

WELDS: E70XX w1/4"

BOLTS: M16, A307



BOLTS: M22, A307

6MM STEEL PLATE

WELD w1/4", E70XX

6MM STEEL PLATE

4 M16 BOLTS

2L-75X75X6

CONNECTION DETAIL 2

1:10

S14

CLIENT: CONSULTANT:

SHEET TITLE:


DRAWING No:

TERMINAL BUILDING

Checked by

Date

Drawn by

?????

?????????

?????












149

260

215

170

169

95

149

175

580

194

215

170

476

194

515

260

449

95

238

610

273

546

235

164166

101

149

175

260

149

2 M16 BOLTS

6MM STEEL PLATE

4 M22 BOLTS

NOTE:


PLATES: 6MM THICK

WELDS: E70XX w1/4"

BOLTS: M16, A307



BOLTS: M22, A307

40

60

40

2 M16 BOLTS

WELD w1/4", E70XX

WELD w1/4", E70XX 6MM STEEL PLATE

6MM STEEL PLATE5050

Documents

Dala Jetty 130428