FOUNDATION PLANS C A L E M1 : 100

PROPOSED DOTC ANNEX BUILDING

C1/F2

C1/F

2

C1/F2 C1/F2

C1/F

1

C1/F

1

C1/F

1

C1/F1

C1/F

1

C1/F

2C1

/F2

C1/F

2C1

/F2

C1/F2 C1/F2

C1/F

2C1

/F2

C1/F

2C1

/F2

FTB

FTBC1

/F1

12000

4000 4000 4000

18

00

0

45

00

45

00

45

00

45

00

B

A

C

D

E

41 32

FTB FTB

FTB FTB FTB

FTB FTB FTB

FTB FTB FTB

FTB FTB FTB

FTB

FTB

FTB

FTB

FTB

FTB

FTB

WFWF

WFWF

WF

WF

WF

WF

WF

WF

WF

WF

WF

WF

WF

SECOND FLOOR FRAMING PLANS C A L E M1 : 100

PROPOSED DOTC ANNEX BUILDING

2C1

2B1 2B1 2B1

2B10 2B10

2B2

2B2

2B3

SB1

2B3

2B1 2B1 2B1

2B10

2B10 B10

2B1

2B1

2B1

2B2

2B2

2B2

2B2

2B10 B102B10

2B2

2B2

2B2

2B2

2B1

2B3

SB1

2B3

2B1

2B12B1

2B10 2B10

2B1 2B1

2B2

2B2

4000 4000 4000

12000

18

00

0

45

00

45

00

45

00

45

00

B

A

C

D

E

41 32

CB1 CB1 CB1CB1

CB1 CB1 CB1CB1

CB1

CB1

CB1

CB1

CB1

CB1

CB1

CB1

PB1

PB1

PB1

PB1

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S3

S3

S3

S1

S1

750

75

0

2C1 2C1 2C1

2C1 2C1 2C1 2C1

2C1 2C1 2C1 2C1

2C1 2C1 2C1 2C1

2C1 2C1 2C1 2C1

S3

S3S3S3

S3

S3

S3

S3

S3S3 S3 S3

S3

S3

S3

S3

THIRD FLOOR FRAMING PLANS C A L E M1 : 100

PROPOSED DOTC ANNEX BUILDING

3C1 3C1 3C1 3C1

3C13C1

3C13C1 3C1 3C1

3C1 3C1

3C1 3C1 3C1 3C1

3B1 3B1 3B1

3B10 3B10

3B10

3B1 3B1 3B1

3B10 3B103B10

3B1 3B1 3B1

3B10 3B103B10

3B1 3B1 3B1

3B103B10

3B1 3B1

3B2

3B2

3B2

3B2

3B2

3B2

3B2

3B2

3B2

3B2

3B2

3B3

SB1

3B3

SB2

2B2

3B2

3B2

3B1

4000 4000 4000

12000

18

00

0

45

00

45

00

45

00

45

00

B

A

C

D

E

41 32

NOTE: USE STEEL DECK TYPE OF FLOORING

CB1 CB1 CB1CB1

CB1 CB1 CB1CB1

CB1

CB1

CB1

CB1

CB1

CB1

CB1

CB1

CB1 CB1

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2S3

S3

S1

S2

S2

750

75

0

PB1

PB1

PB1

PB1

750

13

28

2200

S3S3

S3

S3 S3 S3 S3

S3

S3

S3

S3S3S3

S3

S3

S3

JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING

/

A S S H O W N

Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND

COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,

ORTIGAS AVENUE, MANDALUYONG CITY 1555

P

S

R

A

F

N

A

R

T

M

T

O

T

N

E

O

O

C

D

N

A

T

R

A

N

O

I

T

P

C

I

N

U

A

E

D S

N

O

I

T

M

M

The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.

DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:

DATE APPROVED:SCALE : AS SHOWN

Construction of DOTC Annex Building

Butuan City

JENALD MICHAEL B. CRUZ

2015

Prepared by:

2015

Engineer IV, Project Development ServiceJULIUS C. CARLOS

Checked / Submitted by:

Director, Project Development ServiceDEO LEO N. MANALO

Approved by:

S-11

8 18

4

ROOF FRAMING PLANS C A L E M1 : 100

PROPOSED DOTC ANNEX BUILDING

4000 4000 4000

12000

18

00

0

45

00

B

A

C

D

E

41 32

45

00

45

00

45

00

T-1

T-1

T-1

HT-2

HT-2

HT-2

HT-2

HT-2

HT-2

HT-2

HT-2

HT-1 HT-1

HT-1 HT-1

RBRB

RBRB

RB RB RB

RB RB RB

RBRB

RBRB

VT-1

VT-1

CB1 CB1 CB1CB1

CB1 CB1 CB1CB1

CB1

CB1

CB1

CB1

CB1

CB1

CB1

PB2

CB1 CB1

PB2

PB2

PB2

3C1 3C1 3C1 3C1

3C13C1

3C1 3C1

3C1 3C1

3C1 3C1 3C1 3C1

1075

10

75

10

75

1075

FOOTING SCHEDULE:

MARKDIMENSIONS (m)

REINFORCEMENTSLENGTH WIDTH THICKNESS

F1 2.25 2.25 0.45

F2 2.80 2.80 0.5 20pcs-16mmØ REBAR, B.B., BOTHWAYS

16pcs-16mmØ REBAR, BOTHWAYS, B.B.

DEPTH

2.0

2.0

BEAM SCHEDULE

NAMEWIDTH (mm)

DEPTH (mm)

FTB

2B1

2B2

2B10& 3B10

3B1

3B2

3B3

RB

SB1

200

250

250

2B3

SB2

250

250

200

200

200

300

500

500

500

300

300

300

300

@ SUPPORT @ MIDSPAN

2-16mmØ TB

2-16mmØ BB

5-16mmØ TB

3-16mmØ BB

5-16mmØ TB

3-16mmØ BB

4-16mmØ TB

3-16mmØ BB

2-16mmØ TB

2-16mmØ BB

3-16mmØ TB

2-16mmØ BB

2-16mmØ TB

2-16mmØ BB

2-16mmØ TB

2-16mmØ BB

2-16mmØ TB

2-16mmØ BB

2-16mmØ TB

5-16mmØ BB

2-16mmØ TB

6-16mmØ BB

2-16mmØ TB

4-16mmØ BB

2-16mmØ TB

3-16mmØ BB

2-16mmØ TB

3-16mmØ BB

2-16mmØ TB

3-16mmØ BB

2-16mmØ TB

2-16mmØ BB

REINFORCEMENT

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

STIRRUPS

10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm

10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm

10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

CB1 250 5006-16mmØ TB

2-16mmØ BB

-

-

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

PB1 200 5003-16mmØ TB

2-16mmØ BB

2-16mmØ TB

3-16mmØ BB

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

PB2 200 5003-16mmØ TB

2-16mmØ BB

2-16mmØ TB

4-16mmØ BB

10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm

250

250

250

500

500

500

5-16mmØ TB

3-16mmØ BB

5-16mmØ TB

3-16mmØ BB

4-16mmØ TB

3-16mmØ BB

2-16mmØ TB

5-16mmØ BB

2-16mmØ TB

6-16mmØ BB

2-16mmØ TB

4-16mmØ BB

10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm

10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm

10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm

400

40

0

C1/2C1

400

40

0

3C1

DETAIL OF COLUMNS C A L E 1:20 MTS

h

d

AT MID SPANBEAM SECTION B-B

TOP BARS

STIRRUPSBOTTOM

BARS

L/4

B-BA-A

L/5

L/4

L/5

L1

STIRRUPS

TOP BARS

BOTTOM BARS BOTTOM BARS

TOP BARS

A-A

L2COLUMN

WIDTH

CANTILIVER BEAMSECTIOM

TYPICAL FLOOR BEAM/ROOFBEAM/GIRDER SECTION

COLUMN

WIDTH

TOP BARS

BOTTOM BARS

TYPICAL DETAIL OF BEAMS C A L E 1 : 20 MTS

BOTTOM BARS

h

d

AT SUPPORTBEAM SECTION A-A

TOP BARS

STIRRUPSBOTTOM

BARS

40

0

20

0

400

WALL FOOTING (WF) DETAILS C A L E 1 : 10 MTS

6576

1200 1500 1500

13151

576900

6576

1500 12001500

10

40

576900

52

0

756 756 756 756

3025

4513

576 969 1000 1200769

9298

430

733 1000 1000 1200 1200 1500

1500

10

40

734

DE

PT

H

D1

T

12

5

L

W

COLUMN(SEE SCHEDULE)

(SEE FOOTING SCHEDULE)

PLAN

SECTION

FTB

50

09

00

14

00

GUTTER / PARAPET DETAILS C A L E 1 : 30 MTS

1075

100

200

469

10

0

57

6

NAME THK.

S1 100

REINFORCEMENTS (12mmØ)

SLAB SCHEDULE:

SHORT DIRECTION LONG DIRECTION

@ SUPPORT(L/4) @ MIDSPAN(L/2)

10MMØ TB @ 100MM

100

100

S2

S3

TYPE

2-WAY

2-WAY

1-WAY

@ SUPPORT(L/4) @ MIDSPAN(L/2)

10MMØ BB @ 400MM

10MMØ TB @ 400MM

10MMØ BB @ 100MM

10MMØ TB @ 100MM

10MMØ BB @ 400MM

10MMØ TB @ 100MM

10MMØ BB @ 400MM10MMØ TB @ 300MM 10MMØ TB @ 300MM

10MMØ TB @ 200MM 10MMØ TB @ 200MM 10MMØ TB @ 300MM 10MMØ TB @ 300MM

10MMØ TB @ 100MM

10MMØ BB @ 400MM

10MMØ TB @ 400MM

10MMØ BB @ 300MM

15

00

750

100

25

05

00

75

0

750

200

50

50

06

50

4 - 12mmØ VERT. BARS W/

10mmØ TIES @ 150mm OC

16mmØ TENSION BAR W/

TURN-BUCKLE

200mm x 200mm

CANOPY PLANTED

COLUMN

16mmØ ANCHOR BAR

16mmØ HOOK BAR

FULLY WELDED @

ANGLE BAR

ALLUMINUM

CLADDING

TRUSS DIAGRAMS C A L E M1 : 100 M

TYPICAL FOOTING DETAILSS C A L E M1 : 40

JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING

/

A S S H O W N

Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND

COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,

ORTIGAS AVENUE, MANDALUYONG CITY 1555

P

S

R

A

F

N

A

R

T

M

T

O

T

N

E

O

O

C

D

N

A

T

R

A

N

O

I

T

P

C

I

N

U

A

E

D S

N

O

I

T

M

M

The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.

DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:

DATE APPROVED:SCALE : AS SHOWN

Construction of DOTC Annex Building

Butuan City

JENALD MICHAEL B. CRUZ

2015

Prepared by:

2015

Engineer IV, Project Development ServiceJULIUS C. CARLOS

Checked / Submitted by:

Director, Project Development ServiceDEO LEO N. MANALO

Approved by:

S-22

9 18

4

PARAPET DETAILS C A L E M1 : 30

50

10

00

80

0

15

0

80

0

14

80

18

20

34

61

15

0

50

2

6

9

9

L

/

4

L

/

4

L

/

4

L

/

4

150

175

SECTION DETAILSS C A L E M1 : 20

TYPICAL STAIR RAILINGS

20

0m

m

E

Q

.

E

Q

.

10

00

2315

650 555 555555

L

/

5

3

0

0

L

/

5

3

0

0

L

/

4

L

/

4

8=

E

QU

AL

R

IS

ER

@

18

5m

m=

1

48

0m

m

7= EQUAL THREADS @

275mm= 1925mm

1610

E

3535

2

7

4

1

FLIGHT STAIR DETAILS C A L E M1 : 40 M

TYPICAL

3

4

°

30

0

200

275

18

3.3

3

SPOT DETAILS C A L E M1 : 20

TYPICAL

1

5

0

300

TYPICAL SECTIONS C A L E M1 : 50 M

STAIR

1

9

5

4

22

92

3

4

°

10

00

3

4

°

10

00

11

80

30

03

00

18

20

14

80

14

80

33

00

18

20

66

00

1

9

5

4

26

87

61

32

68

76

13

30

00

96

00

18

-E

QU

AL

R

IS

ER

@

1

83

.3

3m

m =

33

00

mm

33

00

33

00

1535

22

92

18

-E

QU

AL

R

IS

ER

@

1

83

.3

3m

m =

33

00

mm

33

00

26

3036

DOWN

22

12

50

50

01

25

0

3RD FLOORS C A L E M1 : 50 M

STAIR (A)

ED

260

1200

3110

19

301418

DOWN

UP

12

50

50

01

25

0

ED

260

1200

3110

2ND FLOORS C A L E M1 : 50 M

STAIR ( A/B )

7-EQUAL THREADS @ 275mm=1925mm

1

UP

15

E

GROUND FLOORS C A L E M1 : 50 M

STAIR ( A/B)

D

12

50

50

01

10

0

15

0

260

1200

3385

CROSS SECTION DETAILS C A L E M1 : 20

TYPICAL STAIR

31

5

150

15

0

150

75

75

20

0

1400

JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING

/

A S S H O W N

Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND

COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,

ORTIGAS AVENUE, MANDALUYONG CITY 1555

P

S

R

A

F

N

A

R

T

M

T

O

T

N

E

O

O

C

D

N

A

T

R

A

N

O

I

T

P

C

I

N

U

A

E

D S

N

O

I

T

M

M

The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.

DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:

DATE APPROVED:SCALE : AS SHOWN

Construction of DOTC Annex Building

Butuan City

JENALD MICHAEL B. CRUZ

2015

Prepared by:

2015

Engineer IV, Project Development ServiceJULIUS C. CARLOS

Checked / Submitted by:

Director, Project Development ServiceDEO LEO N. MANALO

Approved by:

S-33

10 18

4

1425

1625

20

0

12

00

6950

14

25

14

00

20

0

6874

12

4

750

200

50

50

06

50

4 - 12mmØ VERT. BARS W/

10mmØ TIES @ 150mm OC

16mmØ TENSION BAR W/

TURN-BUCKLE

200mm x 200mm

CANOPY PLANTED

COLUMN

16mmØ ANCHOR BAR

16mmØ HOOK BAR

FULLY WELDED @

ANGLE BAR

ALLUMINUM

CLADDING

JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING

/

A S S H O W N

Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND

COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,

ORTIGAS AVENUE, MANDALUYONG CITY 1555

P

S

R

A

F

N

A

R

T

M

T

O

T

N

E

O

O

C

D

N

A

T

R

A

N

O

I

T

P

C

I

N

U

A

E

D S

N

O

I

T

M

M

The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.

DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:

DATE APPROVED:SCALE : AS SHOWN

Construction of DOTC Annex Building

Butuan City

JENALD MICHAEL B. CRUZ

2015

Prepared by:

2015

Engineer IV, Project Development ServiceJULIUS C. CARLOS

Checked / Submitted by:

Director, Project Development ServiceDEO LEO N. MANALO

Approved by:

S-44

11 18

4

184184184

12

4

184

CANOPY SECTIONS C A L E M1 : 30

2"x2"x3/16" ANGLE BAR

12mmØ DRSB

ALUMINUM CLADDING

W/ FRAMES

12mmØ CROSS BRACED

200 x 200mm PLANTED CANOPY COLUMN

2"x2"x3/16" ANGLE BAR

16mmØ TENSION BAR W/ TURN-BUCKLE

PARAPET WALL

CANOPY DETAILS C A L E M1 : 30

SPOT DETAILS C A L E M1 : 30

CANOPY PLAN & SECTIONS C A L E M1 : 30