NEW BOHOL AIRPORT CONSTRUCTION AND SUSTAINABLE … · Republic of the Philippines JAPAN INTERNATIONAL COOPERATION AGENCY NIPPON KOEI CO., LTD. NJS CONSULTANTS CO., LTD. JAPAN AIRPORT

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DRAWINGS

Administrator

Text Box

BID DOCUMENT III DRAWINGS (VOL 7/11)

B51-4300-01

B51-4300-02

B51-4300-03

LOCATION PLAN

LAYOUT PLAN, EXTERNAL FINISHING SCHEDULE, FLOOR AREA

FLOOR PLAN, ELEVATION,SECTIONS, INTERNAL FINISHING SCHEDULE

B51-4200-01 FOUNDATION PLANS, ROOF FRAMING PLANS

B51-6200-01 RECEPTACLE LAYOUT PLAN; LIGHTING LAYOUT PLAN; PANEL SCHEDULE

DRAWING LIST

SHEET CONTENTSSHEET No. SHEET CONTENTSSHEET No.

SUBCOMPONENT-4-5 ANCILLARY BUILDINGSCOMPONENT-4: BUILDING WORKS (B)DOCUMENT IV: DRAWINGS

B51-5100-01 DRIVERS LOUNGE (DRL) MECHANICAL GROUND FLOOR PLUMBING PLAN ROOF DECK STORM DRAINAGE PLAN & CATCH BASIN SCHEDULE

B51-5300-01 DRIVERS LOUNGE (DRL) MECHANICAL DRIVER'S LOUNGE FIRE PROTECTION LAYOUTB51-5300 FIRE PROTECTION

LOCATION OF LCDB51-7500-01

B51-7000 SPECIAL EQUIPMENT WORKS

(B51) DRIVERS LOUNGE (DRL)

ARCHITECTURAL WORKSB51-4300

STRUCTURAL WORKSB51-4200

PLUMBING WORKSB51-5100

B51-6200 ELECTRICAL WORKS

Republic of the Philippines JAPANINTERNATIONAL

COOPERATIONAGENCY

NIPPON KOEICO., LTD.

NJS CONSULTANTSCO., LTD.

JAPAN AIRPORTCONSULTANTS,

INC.

JICA DESIGN CONSULTANT JOINT VENTURE

(ORIGINAL SIGNED)

(ORIGINAL SIGNED)

(ORIGINAL SIGNED) (ORIGINAL SIGNED)

GH-1

GH-2GH-2

GH-2

GH-2

GH-1

GH-1

GH-2

PARKING PARKINGTAXI STAND

DRL COMPONENT-4 BUILDING WORKS (B)SUBCOMPONENT-4-5 (B61)ANCILLARY BUILDING ( DRL,CPT,GDH,TLB )


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


Parapet Coping

Ladder

Sky Light

Soffit

DownSpout

Parapet

x

x

x

x

PCR

LDS

SKL

PCASFCSFBSFA

DSBDSA

PAF

Fascia

Roof Gutter

Roof

Floor

OUTLINE OF EXTERNAL FINISHING SCHEDULEAppl.

x

Portion

RGAROPRROPSROC

ROS

EVA

RGB

RODFLCFLSFLG

Symbol Finishing Material

wp-3: Water Proofing : Urethane Waterproofing Coating

Expansion Joint

Roller Doors

Base

Beam

RDG

EXJ

RDST

BMSBMFBMCBMRCNS

x SKGBSFBSR

Finishing MaterialAppl.

Column

Doors

Windows

PortionWalls

CNRCNC

SD

AW

x

CNBCNF

WLDWLCWLRWLA

Symbol

xSynthetic Resin Emulsion Paint

Fluorine-resin Enamel coatingAcrylic Resin Enamel PaintEpoxy Resin Floor Paint

Synthetic Resin Emulsion Multi-Layer CoatingSynthetic Resin Mixed Paint type II (for steel)Synthetic Resin Mixed Paint type I (for wood)

P-3

Clear LacquerP-6

P-8P-7

P-5P-4

Legend for Paint Type

P-2P-1

DRIVER'S LOUNGE (DRL)

DSC

AD

x

x

PA

RK

ING

PA

RK

ING

PA

RK

ING

PA

RK

ING

PARKING

X=5953.867Y=4425.950

X=5945.867Y=4425.950

X=5953.867Y=4437.950

X=5945.867Y=4437.950

2m1

FL Floor Area No.

96.00

Floor Area

GFL

TOTAL

1

12.00 x 8.00 = 96.00m 2

96.00 m2

SCALE

1 LAYOUT PLAN1:200m.

DRIVER LOUNGE (DRL)

SCALE

2 DRIVER'S LOUNGE FLOOR AREA SCHEDULENTS.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


= 9

6.00

m

1-021-01

OUTLINE OF INTERNAL FINISHING SCHEDULER

oom

Num

ber

2G

FL

Building Element

Room DesignationRoom DesignationConcession AreaLounging Area

CH2700CH

2700

Finishing

F10F3F1 F2xx

F4 F5 F6 F7 F8 F9

Floor

xx

F11 S1 S2 S3 W1S4 S5xx

W2 W3

Skirting

DRIVERS LOUNGE (DRL)

RemarksB4Co3W8W6W4 W5 W7 W9 W10 Co1 Co2

Wall

Co5xx

Co4 Co6 Co7 B2Co8 B1 B3

Columns Beam

C5xx

C1 C2 C3 C4 C7C6 C8

Ceiling

250 125

125

45004500

EAVES LINE

1 2 3

1500

A

B

8000

5000

1500

12000

1500

205

15001500

1500

DRIVER'S LOUNGE

SCALE

1 FLOOR PLAN1:100m.

1295 1295205

SLO

PE

1/1

00

SLO

PE

1/1

00

ROOF DECK SLAB

5000

CO

NC

RE

TE J

OIN

T w

= 2

5 m

m

CO

NC

RE

TE J

OIN

T w

= 2

5 m

m

CO

NC

RE

TE J

OIN

T w

= 2

5 m

m

CONCRETE JOINT w = 25 mm

4500

RD

75mmØ DS

CONCRETE JOINT w = 25 mm

75mmØ DS

RD

4500

CO

NC

RE

TE J

OIN

T w

= 2

5 m

m

CO

NC

RE

TE J

OIN

T w

= 2

5 m

m

SCALE

2 ROOF PLAN1:100m.

7810

1405

1405

1405 1405

11810

321

A

B

837

250

1405450045001405

3800

600

BOT. OF PARAPET

3300

2700

FIN. FLR. LINE

TOP OF PARAPET

500 ROOF LOWEST POINT

ROUGH CONC. LVL.

4500

11810

1405 4500 1200205

SCALE

5 ELEVATION1:100m.

1 2 3

1200

150

2700

1100

3800

4500 4500

C3 SFC

SCALE

3 REFLECTED CEILING PLAN1:100m.

14051405

C3

1255

5000

1405450045001405

5000

7810

1405

1405

A

B

11810

150

1255

150

7810

321

3800

600

BOT. OF PARAPET

3300

2700

FIN. FLR. LINE

TOP OF PARAPET

500 ROOF LOWEST POINT

ROUGH CONC. LVL.

A

150

2700

1100

B7810

1405 5000 1405

4 ELEVATION1:100m.

3800

150

BOT. OF PARAPET

FIN. FLR. LINE

TOP OF PARAPETROOF LOWEST POINTROUGH CONC. LVL.

B

3800

A

6 ELEVATION1:100m.

14051405

7810

5000

150

2700

600

500

330038

00

2700

150

3800

1100

BOT. OF PARAPET

FIN. FLR. LINE

TOP OF PARAPETROOF LOWEST POINTROUGH CONC. LVL.

123

270033

003800

500

600

150

1405

11810

1200

140545004500

SCALE

8 LONGITUDINAL SECTION1:100m.

4500

11810

1200 205 4500 1200205

600

150

1 2 3

500

270033

003800

FIN. FLR. LINE

BOT. OF PARAPET

TOP OF PARAPET

ROUGH CONC. LVL.ROOF LOWEST POINT

CONCESSIONAREA

1500

100

CH

T=28

00

3800

3300

2700

FLOORFINISH LEVELEL + 300.00

PAVEMENT LEVELEL±0.00

TOP OF SIDEWALKEL + 150.0015

015

0

PARAPET BOTTOMFINISH LEVELEL + 3000.00

PARAPET TOPFINISH LEVELEL + 4100.00

500

600

50mm THK.LEAN CONCRETE

0.25mm THK.POLYETHYLENE SHEET

50mm THK. COMPACTEDGRAVEL FILL

COMPACTEDFILLING MATERIAL

8050

ROOF LOWESTPOINT ROUGHCONCRETE LEVELEL + 3600.00

ROOF HIGHESTFINISH LEVELEL + 3730.00 SLOPE 1/100

3012

5

W=25mm.CONCRETE JOINT

10 DETAILED SECTION1:20m.

GRID

MORTARCANTING

1255

125

3050

318

1130

1405

20

25075

443

563

WATERPROOFINGMEMBRANE

802050

150

DRIP MOLD

20

375

5015

0

200

255

CONRETE TOPPING

500

270033

003800

FIN. FLR. LINE

BOT. OF PARAPET

TOP OF PARAPET

ROUGH CONC. LVL.SLOPE 1/100

600

ROOF LOWEST POINT

A B7810

120020550001200 205

SCALE

9 CROSS SECTION1:100m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


COLUMN LEGEND:

GRID

SECTION DETAIL1A

3 4 5

FOUNDATION PLAN1

B

D

A

E

C

2

FRAME ELEVATION ALONG GRID C3

3 4 52

1C1C

C-2C-1

WITH CONCRETE COLUMN4

GRID

TYP. ISOLATED FOOTING DETAIL

GRID

SECTION DETAIL1B

1A

1A

ROOF FRAMING PLAN2

3 4 5

B

D

A

E

C

2


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


A

B

321 321

A

B

CATCH BASIN SCHEDULE:


COOPERATIONAGENCY




INC.


1 2

(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


3 4 5

B

D

1 2

A

E

C


COOPERATIONAGENCY




INC.


1

(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


RECEPTACLE LAYOUT PLAN

1

DRIVERS' LOUNGE (DRL)

LIGHTING LAYOUT PLAN

2

PANEL SCHEDULE

3


AND CAR PARK TOILET (CPT)



COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


Location of LCD at Driver's lounge S=1:50Legend

: LCD monitor

: LCD monitor with waterproof box

Note1. Either cable or conduit works by electrical works .

2. Size of LCD shall be conformed with drawing related to the system block diagram.

DRIVER'S LOUNGE


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


B52-4300-01

B52-4300-02

B52-4300-03

B52-4300-04

B52-4300-05

LOCATION PLAN

LAYOUT PLAN, EXTERNAL FINISHING SCHEDULE

FLOOR PLAN, ROOF PLAN, REFLECTED CEILING PLANLONGITUDINAL SECTION, CROSS SECTION

SCHEDULE OF DOORS & WINDOWS

FOUNDATION PLAN , ROOF FRAMING PLAN, FRAME ELEVATION ALONG GRID C

B52-6100-01

DOCUMENT IV: DRAWINGS

DRAWING LIST

SHEET CONTENTSSHEET No. SHEET No. SHEET CONTENTS

B52-4200-01

VAC FEEDER LAYOUT

B52-6200-01 RECEPTACLE LAYOUT PLAN; LIGHTING LAYOUT PLAN

PLUMBING WORKSB52-5100-01 CARPARK TOILET MECHANICAL SANITARY & PLUMBING (1) ROOF DRAINAGE LAYOUT, SANITARY & PLUMBING LAYOUT

CATCH BASIN SCHED. WATER & DRAINAGE ISO LAYOUT, SANITARY FIXTURE SCHED.

MECHANICAL WORKSB52-5200-01 CARPARK TOILET MECHANICAL VENTILATION AND AIR-CONDITIONING LAYOUT,

EQUIPMENT SCHEDULE AND AIR TERMINAL DEVICE

SUBCOMPONENT-4-5 ANCILLARY BUILDINGSCOMPONENT-4: BUILDING WORKS (B)

(B52) CARPARK TOILET (CPT)

ARCHITECTURAL WORKS

STRUCTURAL WORKS

B52-4300

B52-4200

B52-5100

B52-5200

ELECTRICAL WORKSB52-6000


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


GH-1

GH-2GH-2

GH-2

GH-2

GH-1

GH-1

GH-2

PARKING PARKINGTAXI STAND

CPT

COMPONENT-4 BUILDING WORKS (B)SUBCOMPONENT-4-5ANCILLARY BUILDING (CPT)


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


Parapet Coping

Ladder

Sky Light

Soffit

DownSpout

Parapet

x

x

PCR

LDS

SKL

PCASFCSFBSFA

DSBDSA

PAF

Fascia

Roof Gutter

Roof

Floor

OUTLINE OF EXTERNAL FINISHING SCHEDULEAppl.

x

Portion

x

RGAROPRROPSROC

ROS

EVA

RGB

RODFLCFLSFLG

Symbol Finishing Material

wp-3: Water Proofing : Urethane Waterproofing Coating

Expansion Joint

Roller Doors

Base

Beam

RDG

EXJ

RDST

BMSBMFBMCBMRCNS

x

SKGBSFBSR

Finishing MaterialAppl.

Column

Doors

Windows

PortionWalls

CNRCNC

x SD

x AW

x

CNBCNF

WLDWLCWLRWLA

Symbol

xSynthetic Resin Emulsion Paint

Fluorine-resin Enamel coatingAcrylic Resin Enamel PaintEpoxy Resin Floor Paint

Synthetic Resin Emulsion Multi-Layer CoatingSynthetic Resin Mixed Paint type II (for steel)Synthetic Resin Mixed Paint type I (for wood)

P-3

Clear LacquerP-6

P-8P-7

P-5P-4

Legend for Paint Type

P-2P-1

CAR PARK TOILET (CPT)

x PAR

x DSC

PA

RK

ING

PA

RK

ING

PA

RK

ING

PA

RK

ING

PARKING

X=5954.297Y=4421.740

X=5945.437Y=4421.740

X=5945.437Y=4418.880

X=5954.297Y=4418.880

TOTAL

GFL

Floor Area

21.25

Floor Area No.FL

1 m2

28.49 x 2.49 = 21.25m2

m21.25

SCALE

1 LAYOUT PLAN1:200m.


DRIVER LOUNGE (DRL)

SCALE

2 CARPARK TOILET (CPT)NTS.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


1-021-01

= 2

1.25

mG

FL2 Room DesignationRoom Designation

Men's CRWomen's CR

24002400

CHCH F10xx

F3F1 F2 F4 F5 F6 F7 F8 F9 S1F11 S3S2xx

W1S4 S5 W2 W3

OUTLINE OF INTERNAL FINISHING SCHEDULE

Roo

m N

umbe

r

Building Element

Finishing

Floor Skirting

RemarksB4Co3W8W6W5W4 W7xx

W9 W10 Co2Co1 Co5Co4 Co6 Co7 B2B1Co8 B3 C5xx

C1 C2 C4C3 C7C6 C8

Wall Columns Beam Ceiling

CAR PARK TOILET

4600 3900

2720 980 980 900 2020

2500

EAVES LINE

FEMALE CR1-02

1

8860

180 8500 180

900 900

180

2860

180

2 3

A

B

1

SD

1

SD

1220 1220

MALE TOILET1-01

1

AW

2

AW

SCALE

1 FLOOR PLAN1:50m.

UR URLSD

LSD

LAV

LAV

WC WC

TPD TPD TPD TPD

WC WC

LSD LSDLAV LAV

MALE TOILET FEMALE TOILET

4600 3900

1

10060

150

8500

630

2 3

630 150

780 780

2500

450

4060

A

B

SCALE

3 REFLECTED CEILING PLAN1:50m.

150

180

450

150

180

800 1200 1800 800 1050 1800 1050 780780

RD75mmØ DS

RD

SLO

PE

1/1

00

SLO

PE

1/1

00

4060

2500

3900

10060

4600780 780

780

355

780

355

2675

1 2 3

A

B75mmØ DS

10060

150 3900 1506304600630

4060

SCALE

2 ROOF PLAN1:50m.

250

250

175

3800

600

BOT. OF PARAPET

3300

2700

FIN. FLR. LINE

500

1

150

2700

150

2 3

8500

4600

H=

2100

W=900

H=

2100

W=900

SCALE

4 ELEVATION1:50m.

780780

150

1

SD

1

SD

1

AW

2

AW

3900

950

10060

SCALE

5 ELEVATION1:50m.

600600

780

BA

2500780

4060

2700

950

3800

150

3800

600

3300

2700

500

150

BOT. OF PARAPET

FIN. FLR. LINE

1

2700

150

23

8500

4600

SCALE

6 ELEVATION1:50m.

780 780

150

3900

950

10060

3800

SCALE

7 ELEVATION1:50m.

600600

780

B A

2500780

4060

2700

950

3800

150

3800

600

BOT. OF PARAPET

3300

2700

FIN. FLR. LINE

TOP OF PARAPET

500

ROOF LOWEST POINTROUGH CONC. LVL.

150


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


URUR

LAV LSD LAV LSD

MR

WC WC

1900

100

1900

100

8500

4600 3900 150

600FEMALE TOILET1-02

MALE TOILET1-01

WCWC

1 2 3

600

3800

600

3300

2400

500

150

BOT. OF PARAPET

FIN. FLR. LINE

CEILING HEIGHT

300

630150 630

1100300

2400150

3800

820

SCALE

1 LONGITUDINAL SECTION-11:50m.

780780

600

CH

T=24

00

600

H=

2100

W=900 W=900

H=

2100

1WD

3 2 1

8500

4600 150630

780

SCALE

2 LONGITUDINAL SECTION-21:50m.

1

AW

2

AW

1

SD

150 630

780

3900

FEMALE TOILET MALE TOILET

3800

600

3300

2400

500

150

BOT. OF PARAPET

FIN. FLR. LINE

CEILING HEIGHT

300

1100300

2400150

3800

LSDLAV

4060

2500

CH

T=24

00

600

SLOPE 1/100

FIN. FLR. LINE

LAVLSD

A B

150630150 630

3800

600

3300

2400

500

150

BOT. OF PARAPET

FIN. FLR. LINE

CEILING HEIGHT

300 600

1100300

2400

3800

FEMALE TOILET

SCALE

3 CROSS SECTION-11:50m.

SLOPE 1/100

CH

T=24

00

LAV LSD

MR

LSDLAV

B A

4060

2500 150630150 630

3800

600

3300

2400

500

150

BOT. OF PARAPET

FIN. FLR. LINE

CEILING HEIGHT

300

1100300

2400

3800

545 800 1155

MALE TOILET

SCALE

4 CROSS SECTION-21:50m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


- CLEAR FLOAT GLASS

- CLEAR WIRED GLASS

- FIGURED GLASS

- TEMPERED GLASS

- LAMINATED GLASS

- HEAT ABSORBING

- HEAT ABSORBING GLASS

- FIGURED WIRED GLASS

- WIRED GLASS

P-2 - SYNTHETIC RESIN MIXED LG

STAINLESS STEELSTAINLESS STEEL(SB)

TA

STAINLESS STEEL(SB) (SB)

TB TC

SWINGDOUBLESTAINLESS STEEL

(SB)

TD

SLIDINGSINGLE

SYMBOLS & CONVENTION OF DOOR & WINDOW

OUT/INPROJECT FIXED

FIX

RIGHT HANDSWING

LEFT HANDSWING

PIVOTED

- POLYURETHANE ENAMEL

- SYNTHETIC RESIN MIXED

- PAINT TYPE-2 (STEEL)

- PAINT TYPE-1 (WOOD)

UE

P-3

TG

- TEMPERED GLASS

- HONEY COMB

- WOOD

- STAINLESS STEEL

- ALUMINUM

- STEEL

MATERIAL

- ROLLING SHUTTER DOOR

- ALUMINUM SCREEN

- WOODEN DOOR

- ALUMINUM WINDOW

- STEEL DOOR

- ALUMINUM LOUVER

RS

AS

WD

AW

AL

SD

WD

HC

TG

SST

AL

- ALUMINUM DOOR

DOOR & WINDOW

AD ST

- DEPOSITION

- ANODIZING ELECTRO

- SCRATCH BRUSHED

- EPOXY-POLYESTER

- BAKED PAINT

- MELANINE RESIN OVERLAIDMR

EPX

SB

AED

HAWG

HAG

FWG

CWG

FG

FINISH

AN - ANODIZED

GLAZING

CG

- ROLLER TIGHTNING HANDLERT

SLIDINGDOUBLE

- INSECT SCREEN

- FRAMELESS DOOR

- LEVER HANDLE AT

FTG

BB

- AIRTIGHTNESS

- BLIND BOX

- CYLINDRICAL LOCK

- EMERGENCY LOCK &

- LEVER HANDLE

- MORTISE LOCK &

- DEADBOLT MORTISE LOCK

CL

EL

HC - HOOK LOCK

ML

DL

IS

RW - ROCK WOOL

OTHERS

- CAMLATCH HANDLE & ARM

- CRESCENT SASH LOCK

- LAVATORY LATCH

- SPRING HINGE

LOCK & LATCH/DOOR HANDLE

SH

FH

PH

- FLOOR HINGE

- PIVOT HINGE

CLH

CS

PP - PUSH-PULL BAR

FB

LL

- FLUSH BOLT

- WITH INDICATOR

HINGES

BH - BUTT HINGE PL - PASSAGE LATCH

H=

2100

100 100700

650

150

FFL

W=900

1400

FFL

3 EQUAL PANELS

H=

700

W=1800 W=1200

1400

H=

700

2 EQUAL PANELS

FFL

AW2

W2 1200 x 7001 70

40 P-3ST BHX ML X X TA

DIMENSION

FRA

ME

W (

w)

x H

(h)

MA

RK

QU

AN

TITY

FIG

UR

E

W1AW1

1SD D1

1800 x 7001 70

900 x 21002 120

TYPE DIMENSION

WE

ATH

ER

MO

ULD

ING

DO

OR

CLO

SE

R

DO

OR

STO

P

LOC

K A

ND

LA

TCH

THIC

KN

ES

S

DIM

EN

SIO

N W

x H

FIN

ISH

TYP

E

MA

TER

IAL

DO

OR

PA

NE

L O

R S

AS

H

HIN

GE

S

& H

AR

DW

AR

EA

LL F

ITTI

NG

FIX

ING

MA

TER

IAL

FIN

ISH

AL CGAED 8 X CLH

BLI

ND

S

DO

OR

NA

ME

PLA

TE

SIL

L/TR

IM

DO

OR

TH

RE

SH

OLD

ALX

LOUVERGLAZING IRON MONGERY REMARKSOTHERS

650 x 700 ST P-3

CLHCG XAED 8AL ALX

CE

ILIN

G H

EIG

HT=

2400

2700

150

DO

OR

HT.

=21

00

3300

3800

500

600

TOILET FLOORFINISH LEVELEL + 300.00

PAVEMENT LEVELEL±0.00

TOP OF OUTDOOR SLABEL + 150.00

50mm THK.LEAN CONCRETE

0.25mm THK.POLYETHYLENE SHEET

50mm THK. COMPACTEDGRAVEL FILL

COMPACTEDFILLING MATERIAL

ROOF HIGHESTFINISH LEVELEL + 3705.00

ROOF LOWESTPOINT ROUGHCONCRETE LEVELEL + 3600.00

PARAPET BOTTOMFINISH LEVELEL + 3000.00

PARAPET TOPFINISH LEVELEL + 4100.00

ROC

w=25mm CONCRETE JOINT

SLOPE 1/100

8025

5015

030

125

50

615

318

DOORFINISH LEVELEL + 2400.00

150

1 DETAILED SECTION1:20m.

GRID

FEMALE TOILET

1100

150630

5020

60080

630

780

150

188 200

7575

443

X

2 SCHEDULE OF DOORS & WINDOWSNTS

WATERPROOFINGMEMBRANE

TRENCH DRAIN

MORTARCANTING

1

SD

1

AW

2

AW

1

SD

CONCRETE TOPPING

X = APPLICABLE

AN

TI S

HA

TTE

R F

ILM

X

X

X ST


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


B

D

1 2

A

E

C

FOUNDATION PLAN1

3

FTB DETAIL6WITH CONCRETE COLUMN4

GRID

TYP. ISOLATED FOOTING DETAIL

GRID

C-1 DETAIL5

SLOPE 1/100

2

FRAME ELEVATION ALONG GRID C3

1 3

SECTION DETAIL1A

GRID COLUMN LEGEND:

2

B

D

A

E

C1A

ROOF FRAMING PLAN2

1 3


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


1 2 3

B

A

1 2 3

B

ACATCH BASIN SCHEDULE

SANITARY FIXTURE SCHEDULE


COOPERATIONAGENCY




INC.


1

3

2

4

(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


3 4 5

B

D

1 2

A

E

C

2 11 2A B C D E


COOPERATIONAGENCY




INC.


1

A B C

VAC FEEDER LAYOUT PLAN

1


A

B

2 31


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


Documents

NEW BOHOL AIRPORT CONSTRUCTION AND SUSTAINABLE … · Republic of the Philippines JAPAN INTERNATIONAL COOPERATION AGENCY NIPPON KOEI CO., LTD. NJS CONSULTANTS CO., LTD. JAPAN AIRPORT