5500

MEDIAN ISLAND

EDGE OF EXISTING ROAD

MERALCO POST

1.36 DIAMETER

01 02 03 04 05 06 07 08 09 10 11

13

14

15

16

17

18

19

20

21

22

23

12

1 2 3 4 5 6 7

A

C

D

E

F

A'

B

C'

6'

E'

6''

IMPULSE P

OS

800/8

50

MIS

TER

DONUT

SHOW

CASE

STEAMER

IMPULSE

COUNTER

800/8

50

EL

EC

.

CO

P

RO

VI

SI

ON

EL

EC

.

CO

P

RO

VI

SI

ON

NE

SC

AF

ETOASTER

EL

EC

.

PR

OV

IS

IO

ND

AT

A

PR

OV

IS

IO

N

WA

TE

RP

ER

CO

LA

TO

R

600

600

600

600

600600

600

600

600

600

600

600

ICE CREAMFREEZER

1260mm X 700mm

600

600

600

600

2-D

OO

R

UPRIG

HT

FREEZER

BRAN

D: TH

E CO

OLS

MO

DEL: STAN

LEY FA680L2

600

900900900

600

600600 600

HELLO

H

AN

GIN

G SIG

NAG

E

32" TV

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 4

PROVISION

A=4.07 sq.m.

600

600

600

600

600

600

UP

LO

UN

GE LO

GO

BOLLARD

UP

SELECT'

A=58.00 m²

LUBE BAY

A=61.40 m²

URINAL

A=2.50 m²

E.E. ROOM

A=7.10 m²

M.E. ROOM

A=7.10 m²

LUBE

TOOLS

A=2.70 m²

LUBE STORAGE

A=11.20 m²

LOUNGE

A=13.70 m²

FOOD STO.

A=10.40 m²

COMMON

TOILET

A=5.40 m²

FOOD

PREP.

A=10.00 m²

OUTDOOR DINING

A=29.70 m²

WALKWAY

A=23.00 m²

NSDBESD

GENSET ROOM

A=7.80 m²

OIL-W

AT

ER

SE

PA

RA

TO

R

RAINWATER

TANK

GARBAGE

A=3.00 m²

ba

200000

3100

1300

3100200

6400

2'

1'

HWF

A=3.00 m²

1000

1000

600

600

600

600

1000

1000

24KL (6000 GAL) UST- VPD

24KL (6000 GAL) UST- VPR

24KL (6000 GAL) UST- FSD

24KL (6000 GAL) UST- FSG

24KL (6000 GAL) UST- VPG

MPD10

FSD/VPD/VPG/FSG/VPR

FSD/VPD/VPG/FSG/VPR

a

b

x

CASHIER'S

BOOTH

MPD10

OIL-WATER

SEPARATOR

SE

PT

IC

T

AN

K

1000

3760

2720

3432

(W

ID

TH

O

F

SID

EW

ALK

)

12537

(1/2 W

ID

TH

O

F R

RO

W)

6995

(D

IS

TA

NC

E F

RO

M B

UILD

IN

G

TO

B

OU

ND

AR

Y LO

T)

19066

INGRESS

1467

ISLAND

9900

EGRESS

2400

2440

4500

RA

MP

RAMP UP

RAMP DW

SETBACK LINE

PWD CAR PARK

5500x3700

CAR PARK

5500x2500

CAR PARK

5500x2500

CAR PARK

5500x2500

CAR PARK

5500x2500

FUEL LORRY

PARKING

15000x2500

6906

28250

4850

5300

1210

2730

2838

2216

215030003850463019905000

35930

1500

9200

3350

3350

5000 5000

10000

15900

7050

1000

580

1100

1000

1800

400

2170

1450

6370

1395

1500

6896

SE

TB

AC

K

2200

2990

1000

950

7000

BUILDING

GROUND VAPORMONITORING WELL

GROUND VAPORMONITORING WELL

GROUND VAPORMONITORING WELL

CB

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

RO

OF

SL

OP

E

RO

OF

SL

OP

E

BARANGAY 179

BARANGAY 178

BARANGAY 174

BARANGAY 177

BARANGAY 172

Caloocan City Hall North

Caloocan

BARANGAY 175

KALIGAYAHAN

NAGKAKAISANG

NAYON

NOVALICHES

PROPER

SAN BARTOLOME

NOVALICHES

BARANGAY

GREATER LAGRO

PAYATAS

La Mesa

Watershed

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC

WORKS AND HIGHWAYS

DISTRICT/CITY/MUNICIPALITY

SHEET CONTENTS SCALE

SHEET

NO.

ARCHITECTURAL

LAND USE & ZONING

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

PLUMBING

SANITARY

ELECTRICAL

MECHANICAL

OFFICE OF THE BUILDING

OFFICIAL

TABLE OF CONTENTS

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

PROPOSED CONSTRUCTION OF SHELL

LAGRO STATION

FOR PERMIT

DATE: OCTOBER 11, 2021

A-1

SCALE NTS.

A-1

EXTERIOR PERSPECTIVE

1

SITE DEVELOPMENT PLAN

LOCATION MAP

EXTERIOR PERSPECTIVE

VICINITY MAP

SCALE 1 : 300

A-1

SITE DEVELOPMENT PLAN4

SCALE NTS.

3

A-1

LOCATION MAP

SCALE NTS.

2

A-1

VICINITY MAP

A-1 EXTERIOR PERSPECTIVE

SITE DEVELOPMENT PLAN

LOCATION MAP

A-2 SDP - GF LEVEL

A-3 SALES BUILDING - GF PLAN

A-5 BLDG. ELEVATIONS - SALES BLDG.

A-4 RCP -GF SALES BUILDING

SECURITY GRILL LAYOUT

A-6

VICINITY MAP

EXTERIOR PERSPECTIVES

NTS.

1:400

NTS.

NTS.

NTS.

1:200

1:100

1:100

A-10

A-7 1:50

N

EW

S

1:100

1:100

1:100

1:100

TOILET ENLARGED PLAN & SECT.

A-8

A-9

N

EW

S

1:100SALES BUILDING - 2F PLAN

A-5a BLDG. ELEVATIONS - SALES BLDG.

BLDG. SECTIONS - SALES BLDG.

1:100

1:100

ROOF PLAN - SALES BUILDING

DOORS AND WINDOWS SCHEDULE 1:100

STAIR DETAILS

VARIESMONOLITH DETAILS

A-11 VARIESMISCELLANEOUS DETAILS

VARIESCANOPY DETAILS

N

E W

S

VARIES

RCP -2F SALES BUILDING

A-12 VARIESMISCELLANEOUS DETAILS

VARIESLOW LEVEL SIGN DETAILS

5500

MEDIAN ISLAND

EDGE OF EXISTING ROAD

MERALCO POST

1.36 DIAMETER

01 02 03 04 05 06 07 08 09 10 11

13

14

15

16

17

18

19

20

21

22

23

12

1 2 3 4 5 6 7

A

C

D

E

F

A'

B

C'

6'

E'

6''

IMPULSE P

OS

800/8

50

MIS

TER

DONUT

SHOW

CASE

STEAMER

IMPULSE

COUNTER

800/8

50

EL

EC

.

CO

P

RO

VI

SI

ON

EL

EC

.

CO

P

RO

VI

SI

ON

NE

SC

AF

ETOASTER

EL

EC

.

PR

OV

IS

IO

ND

AT

A

PR

OV

IS

IO

N

WA

TE

RP

ER

CO

LA

TO

R

600

600

600

600

600

600

600

600

600

600

600

600

ICE CREAMFREEZER

1260mm X 700mm

600

600

600

600

2-D

OO

R

UPRIG

HT

FREEZER

BRAN

D: TH

E CO

OLS

MO

DEL: STAN

LEY FA680L2

600

900900900

600

600600 600

HELLO

H

AN

GIN

G SIG

NAG

E

32" TV

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 4

PROVISION

A=4.07 sq.m.

600

600

600

600

600

600

UP

LO

UN

GE LO

GO

BOLLARD

UP

SELECT'

A=58.00 m²

LUBE BAY

A=61.40 m²

URINAL

A=2.50 m²

E.E. ROOM

A=7.10 m²

M.E. ROOM

A=7.10 m²

LUBE

TOOLS

A=2.70 m²

LUBE STORAGE

A=11.20 m²

LOUNGE

A=13.70 m²

FOOD STO.

A=10.40 m²

COMMON

TOILET

A=5.40 m²

FOOD

PREP.

A=10.00 m²

OUTDOOR DINING

A=29.70 m²

WALKWAY

A=23.00 m²

NSDBESD

GENSET ROOM

A=7.80 m²

OIL-W

AT

ER

SE

PA

RA

TO

R

RAINWATER

TANK

GARBAGE

A=3.00 m²

ba

200000

3100

1300

3100200

6400

2'

1'

HWF

A=3.00 m²

1000

10

00

60

06

00

60

06

00

10

00

1000

24KL (6000 GAL) UST- VPD

24KL (6000 GAL) UST- VPR

24KL (6000 GAL) UST- FSD

24KL (6000 GAL) UST- FSG

24KL (6000 GAL) UST- VPG

MPD10

FSD/VPD/VPG/FSG/VPR

FSD/VPD/VPG/FSG/VPR

a

b

x

CASHIER'S

BOOTH

MPD10

OIL-WATER

SEPARATOR

SE

PT

IC

T

AN

K

1000

37

60

27

20

34

32

(W

ID

TH

O

F

SID

EW

AL

K)

12537

(1/2 W

ID

TH

O

F R

RO

W)

69

95

(D

IS

TA

NC

E F

RO

M B

UIL

DIN

G

TO

B

OU

ND

AR

Y L

OT

)

19066

INGRESS

1467

ISLAND

9900

EGRESS

24

00

24

40

45

00

RA

MP

RAMP UP

RAMP DW

SETBACK LINE

PWD CAR PARK

5500x3700

CAR PARK

5500x2500

CAR PARK

5500x2500

CAR PARK

5500x2500

CAR PARK

5500x2500

FUEL LORRY

PARKING

15000x2500

69

06

28

25

0

48

50

53

00

12

10

27

30

28

38

22

16

215030003850463019905000

35930

92

00

33

50

33

50

5000 5000

10000

15

90

0

7050

10

00

580

1100

1000

1800

400

2170

1450

6370

13

95

1500

68

96

SE

TB

AC

K

22

00

2990

1000

950

7000

BUILDING

GROUND VAPORMONITORING WELL

GROUND VAPORMONITORING WELL

GROUND VAPORMONITORING WELL

CB

15

00

11100908070605

13

14

15

16

17

18

19

20

21

22

23

12

01

02

03

04

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 1

PROVISION

A=4.07 sq.m.

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 2

PROVISION

A=4.07 sq.m.

60A 1P/ 40A 3P EE,

WATER SU

PPLY,

FLO

OR D

RAIN

&

EXH

AU

ST PRO

VISIO

N

CLIP-IN

3

PRO

VISIO

N

A=

4.07 sq.m

.

DN

FIRE EXIT

UP

CLERICAL

OFFICE

A=21.40 m²

DEALER OFFICE

A=7.00 m²

OFFICE TOILET

A=4.00 m²

STAFF TOILET

A=3.90 m²

STAFF

QUARTERS

A=17.00 m²

SECOND FLOOR

SELLING PLACE

A=40.60 m²

OUTSIDE

SEATING AREA

A=20.70 m²

CONCRETE SLAB

A=17.10 m²

ROOF

SLOPE

@ 1%

3 4 5 6 7

C

D

E

F

3850 1200 807 1307

11997

23

50

51

00

31

50

16

29

0

60

0

993

15

90

24

00

17

00

15003012

8472

2260

3848

957 2040

1500

400

91

78

15

00

C'

6'

72

00

27

50

11

45

0

E'

6''

A-2

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

SCALE

1 : 200

A-2

SITE DEVELOPMENT PLAN

1

SITE DEVELOPMENT PLAN

PERSPECTIVES

SCALE 1:300

A-2

EXTERIOR PERSPECTIVE

4

EGRESS

SCALE NTS.

A-2

AERIAL PERSPECTIVE

3

SITE

SCALE 1:300

A-2

EXTERIOR PERSPECTIVE

5

INGRESS

SCALE 1:300

A-2

EXTERIOR PERSPECTIVE

2

SALES BUILDING

LOCATION OF

OIL WATER

SEPARATOR

GROUND FLOOR

SALES BUILDING

A= 219.80 sq. m.

CANOPY

A=- 159 sq. m.

SPHERICAL WATER

TANK ABOVE

(1000L)

WAY OUT

SIGN

230V, 3Ø, 60Hz

(PEDESTAL POLE

INCOMING SERVICE

ENTRANCE)

NOTE: VERIFY THE

ACTUAL LOCATION

OF LOCAL UTILITY

SERVICE LINE

STEEL GRATINGS

GREEN WALL

BELOW 5M WIDE

BILLBOARD

REMOTE FILL

VENT LINE

MONOLITH

CONCRETE

WALKWAY

GRASSCRETE

PARKING

ACCESS LADDER

TO WATERTANK

TANK FARM

PERIMETER

LIGHT

ACCU FARM

LOW PDB

LOCATION OF

OIL WATER

SEPARATOR

SCALE

1 : 150

A-2

SECOND FLOOR PLAN

1

ACCESS LADDER

WAY IN SIGN

LINE OF SPHERICAL

WATER TANK ABOVE

(2 - 1000L)

LOW PDB

FIRE EXIT LADDER

FIRE EXIT LADDER

WITH STEEL PLATFORM

BALCONY

N

E W

S

SECOND FLOOR

SALES BUILDING

A= 145.50 sq. m.

RAILING

01 02 03 04 05 06 07 08 09 10 11

13

14

15

16

17

18

19

20

21

22

23

12

1 2 3 4 5 6 7

A

C

D

E

F

A'

1990 4190 3850 1200 450 1350

1800

400

2838

1830

5100

3150

26728

B

19210

1200

850

1700

1400 750 2990

5400

4850

2200

3100

600

4800

1500 5500 1472

1210

C'

6'

440

900

6004100

E'

6''

IMPULSE P

OS

800/8

50

MIS

TER

DONUT

SHOW

CASE

STEAMER

IMPULSE

COUNTER

800/8

50

EL

EC

.

CO

P

RO

VI

SI

ON

EL

EC

.

CO

P

RO

VI

SI

ON

NE

SC

AF

ETOASTER

EL

EC

.

PR

OV

IS

IO

ND

AT

A

PR

OV

IS

IO

N

WA

TE

RP

ER

CO

LA

TO

R

600

600600

600

600

600

600

600

600

600

600

600

ICE CREAMFREEZER

1260mm X 700mm

600

600

600

600

2-D

OO

R

UPRIG

HT

FREEZER

BRAN

D: TH

E CO

OLS

MO

DEL: STAN

LEY FA680L2

600

900900900

600

600600 600

HELLO

H

AN

GIN

G SIG

NAG

E

32" TV

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 4

PROVISION

A=4.07 sq.m.

600

600

600

600

600

600

UP

LO

UN

GE LO

GO

BOLLARD

UP

SELECT'

A=58.00 m²

LUBE BAY

A=61.40 m²

URINAL

A=2.50 m²

E.E. ROOM

A=7.10 m²

M.E. ROOM

A=7.10 m²

LUBE

TOOLS

A=2.70 m²

LUBE STORAGE

A=11.20 m²

LOUNGE

A=13.70 m²

FOOD STO.

A=10.40 m²

COMMON

TOILET

A=5.40 m²

FOOD

PREP.

A=10.00 m²

OUTDOOR DINING

A=29.70 m²

WALKWAY

A=23.00 m²

NSDBESD

GENSET ROOM

A=7.80 m²

10

D

11100908070605

13

14

15

16

17

18

19

20

21

22

23

12

01

02

03

04

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 1

PROVISION

A=4.07 sq.m.

60A 1P/ 40A 3P EE,

WATER SUPPLY,

FLOOR DRAIN &

EXHAUST PROVISION

CLIP-IN 2

PROVISION

A=4.07 sq.m.

60A 1P/ 40A 3P EE,

WATER SU

PPLY,

FLO

OR D

RAIN

&

EXH

AU

ST PRO

VISIO

N

CLIP-IN

3

PRO

VISIO

N

A=

4.07 sq.m

.

DN

FIRE EXIT

UP

CLERICAL

OFFICE

A=21.40 m²

DEALER OFFICE

A=7.00 m²

OFFICE TOILET

A=4.00 m²

STAFF TOILET

A=3.90 m²

STAFF

QUARTERS

A=17.00 m²

SECOND FLOOR

SELLING PLACE

A=40.60 m²

OUTSIDE

SEATING AREA

A=20.70 m²

CONCRETE SLAB

A=17.10 m²

ROOF

SLOPE

@ 1%

3 4 5 6 7

C

D

E

F

3850 1200 807 1307

11997

2350

5100

3150

16290

600

993

1590

2400

1700

15003012

8472

2260

3848

957 2040

1500

400

9178

1500

C'

6'

7200

2750

11450

E'

6''

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-3

SCALE

1 : 100

A-3

SALES BUILDING

GROUND FLOOR PLAN

1

SCALE

1 : 100

A-3SALES BUILDING

SECOND FLOOR PLAN

2

LEGEND:

SALES BUILDING FLOOR PLAN

2a

WALL FINISHES

600x600mm SHELL

NAXOS GREY ARTE

CERAMICHE

HOMOGENOUS TILE

MATTE FINISH

600 x 600mm WHITE

SPECKLED TILES

MATTE FINISH

EPOXY GREY

PAINT FINISH

FF-01

FLOOR FINISHES

FF-03

FF-04

1b

150mm THK. DRYWALL WITH

5MM THK. FICEM BOARD ON

BOTH SIDES, PAINTED WITH

BOYSEN #715 SEMI-GLOSS

LATEX WHITE PAINT FINISH

1c

150mm THK. CHB WALL.

PLAIN CEMENT SURFACE,

PAINTED WITH BOYSEN

#715 SEMI-GLOSS LATEX

WHITE PAINT FINISH

2b

1a

200mm THK. CHB WALL.

PLAIN CEMENT SURFACE,

PAINTED WITH BOYSEN

#715 SEMI-GLOSS LATEX

WHITE PAINT FINISH

200mm THK. CHB WALL.

PLAIN CEMENT SURFACE,

PAINTED WITH BOYSEN #715

SEMI-GLOSS WHITE PAINT

FINISH & WITH 150MM GREY

SKIRT BASE-PAINT

200mm THK. CHB WALL.

PLAIN CEMENT SURFACE,

PAINTED WITH BOYSEN

WALLGUARD #5715 SEMI-

GLOSS WHITE PAINT FINISH

& WITH 300MM GREY SKIRT

BASE-PAINT

600 x 600mm WHITE

SPECKLED TILES

3

2c

150mm THK. CHB WALL.

PLAIN CEMENT SURFACE,

PAINTED WITH BOYSEN

#715 SEMI-GLOSS WHITE

PAINT FINISH & WITH 150MM

GREY SKIRT BASE-PAINT

600 x 600mm

WHITE SERIES

HOMOGENOUS TILE

POLISHED TYPE

FINISH

FF-02

A-07

7

A-5a

1

A-5

1

A-5

2

2

A-5a

3

A-5a

ACCESS STEEL

LADDER

A-11

7

A-12

8

LINE OF SPHERICAL

WATER TANK ABOVE

(1000L)

3

A-5a

2

A-5a

A-08

1

A-08

1

A-07

1

A-07

10

A-11

6

SPHERICAL WATER

TANK ABOVE (1000L)

ACCU FARM

A-5

2

A-5a

1

A-5

1

A-5

3

A-5

3

FF-03

FF-03

FF-03

FF-01

FF-01

FF-01

FF-01

FF-01

FF-01

FF-01

FF-01

FF-02

FF-02

FF-02

FF-04

FF-04FF-04FF-04

FFL +0.200

SSL +0.150

FFL +0.200

SSL +0.150

FFL +0.200

SSL +0.150

FFL +0.200

SSL +0.150

FFL +0.200

SSL +0.200

FF-04

FFL +0.150

SSL +0.100

FFL +0.200

SSL +0.150

FFL +0.200

SSL +0.200

FFL +0.200

SSL +0.200

FFL +0.200

SSL +0.200

FF-04

FFL +0.200

SSL +0.200

FFL +0.200

SSL +0.150FFL +0.200

SSL +0.200

FFL +4.200

SSL +4.150

FFL +4.200

SSL +4.150

FFL +5.000

SSL +4.950

FFL +5.000

SSL +4.950

FFL +5.000

SSL +4.950

FFL +4.950

SSL +4.900

3

3

3

3

3

3

31a

1a

1a

1b

1b

1b

1a

1b

1a

1a

1b

1b

1b

1a

1b

1a

1a

2a

2a

2a

2a

2a

2a

1b

2b

2b

2c

2c

2b

2b

2c 2c

2b

2c

1b

1b 1a

1a

1b

1a

1b

1a

1b

1a

1b

1b

1a

1b

1a

FIRE EXIT LADDER

WITH STEEL PLATFORM

BALCONY

A-07

4

GENSET ROOM

A=7.80 m²

01 02 03 04 05 06 07 08 09 10 11

13

14

15

16

17

18

19

20

21

22

23

12

SELECT'

A=58.00 m²

LUBE BAY

A=61.40 m²

URINAL

A=2.50 m²

E.E. ROOM

A=7.10 m²

M.E. ROOM

A=7.10 m²

LUBE TOOLS

A=2.70 m²

LUBE STORAGE

A=11.20 m²

LOUNGE

A=13.70 m²

FOOD STO.

A=10.40 m²

COMMON

TOILET

A=5.40 m²

FOOD PREP.

A=10.00 m²

OUTDOOR DINING

A=29.70 m²

WALKWAY

A=23.00 m²

S S S

S

S

S

S

S

S

S

S

NSDBESD

FCL = 3000mm

FCL = 2800mmFCL = 3000mm

FCL = 3000mm

FCL = 3000mm

FCL = 3000mm

FCL = 2800mm

FCL = 3000mm

1 2 3 4 5 6 7

A

C

D

E

F

A'

1990 4190 3850 1200 450 1350

18

00

40

02

83

81

83

05

10

03

15

0

26

72

8

B

19210

12

00

85

01

70

0

1400 750 2990

54

00

48

50

22

00

31

00

60

04

80

0

1500 5500 1472

12

10

C'

6'

440

90

0

6004100

E'

6''

11100908070605

13

14

15

16

17

18

19

20

21

22

23

12

CLERICAL OFFICE

A=21.40 m²

DEALER OFFICE

A=7.00 m²

OFFICE TOILET

A=4.00 m²

STAFF TOILET

A=3.90 m²

STAFF QUARTERS

A=17.00 m²

SECOND FLOOR SELLING PLACE

A=40.60 m²

OUTSIDE SEATING AREA

A=20.70 m²

3 4 5 6 7

C

D

E

F

3850 1200 807 1307

11997

2350

5100

3150

16290

600

993

1590

2400

15003012

7721

2260

3848

957 2040

750

400

6340

750

C'

6'

750

750

7840

1700

4850

5100

10700

S S

S

S

S

S

S

2F FCL = 3000mm

2F FCL = 3000mm

6''

E'

2F FCL = 2900mm

11100908070605

13

14

15

16

17

18

19

20

21

22

23

12

01

02

03

04

CLERICAL

OFFICE

A=21.40 m²

DEALER OFFICE

A=7.00 m²

OFFICE TOILET

A=4.00 m²

STAFF TOILET

A=3.90 m²

STAFF

QUARTERS

A=17.00 m²

SECOND FLOOR

SELLING PLACE

A=40.60 m²

OUTSIDE

SEATING AREA

A=20.70 m²

3 4 5 6 7

C

D

E

F

3850 1200 807 1307

11997

2350

5100

3150

16290

600

993

1590

2400

15003012

7721

2260

3848

957 2040

750

400

6340

750

C'

6'

750

750

7840

1700

4850

5100

10700

E'

6''

LEGEND QTY.

8

3

7

2

19

10

6

LED DOWNLIGHT 18W 5000°K

LED TUBELIGHT T8 18W 5000°K

LED RECESSED MODULAR 30W

EMERGENCY LIGHT

EXIT LIGHT

LED LOW BAY LIGHT 50W

LED SQUARE LIGHT 18W 3500°K39

14

SELECT QTY.

5

12

LED SPOTLIGHT ON 1m TRACK7W 3500°K

5LED DOWNLIGHT 18W 3500°K LED DOWNLIGHT 18W 5000°K

LED DOWNLIGHT 18W 3500°K

LED PENDANT LIGHT 7W 3000°K

A-4

SCALE

1 : 100

A-4

SALES BUILDING

REFLECTED CEILING PLAN

1

REFLECTED CEILING PLAN - GF SALES BUILDING

SECURITY GRILL LAYOUT - SALES BUILDING

ACCESS

STEEL

LADDER

SCALE

1 : 100

A-4

SALES BUILDING (2F)

REFLECTED CEILING PLAN

2

SCALE

1 : 100

A-4

SALES BUILDING

SECURITY GRILL LAYOUT

3

LIGHTING FIXTURES

LEGEND:

CEILING MOUNTED

EXHAUST FAN

WALL MOUNTED

EXHAUST FAN

SMOKE DETECTOR

S

MECHANICAL FIXTURES

CASETTE TYPE AC UNIT

(INVERTER)

SPLIT TYPE AC UNIT

(INVERTER)

CF-1

(EXPOSED

I-BEAM/GIRDER)

EXPOSED I-BEAM

PRIME & EPOXY

TOP COAT FINISH

6MM THK. FICEM BOARD,

PAINTED WITH BOYSEN

#701 FLAT LATEX WHITE

PAINT FINISH

CEILING FINISH

OPEN CEILING

FIRE EXIT LADDER

WITH STEEL PLATFORM

BALCONY

TYPICAL 20MM. QUARE

BAR (WELDED) SPACE

AT 200MM 0.C.B.W.

TYPICAL 20MM. QUARE

BAR (WELDED) SPACE

AT 200MM 0.C.B.W.

EXPOSED I-BEAM &

RIB SLAB UNDERSIDE

EXPOSED SLAB SOFFIT

(3800MM)

EXPOSED SLAB SOFFIT

(4600MM)

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

EXPOSED I-BEAM

(+4300 AT I-BEAM UNDERSIDE)

EXPOSED CEILING

EXPOSED CEILING

REFLECTED CEILING PLAN - 2F SALES BUILDING

A A' C D E F

1 2 3 4 5 6 7

7 6 5 4 3 2 1

EE

ROOM

TOP OF I-BEAM

AT OFFICE

4.800

2F LEVEL

SELLING AREA

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

2F LEVEL AT

OFFICE

5.000

TOP OF PARAPET

AT LUBEBAY

5.800

TOP OF PARAPET

9.000

TOP OF I-BEAM AT

SECOND FLOOR

8.200

TOP OF I-BEAM

AT OFFICE

4.800

2F LEVEL

SELLING AREA

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

2F LEVEL AT

OFFICE

5.000

TOP OF PARAPET

AT LUBEBAY

5.800

TOP OF PARAPET

9.000

TOP OF I-BEAM AT

SECOND FLOOR

8.200

TOP OF I-BEAM

AT OFFICE

4.800

2F LEVEL

SELLING AREA

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

2F LEVEL AT

OFFICE

5.000

TOP OF PARAPET

AT LUBEBAY

5.800

TOP OF PARAPET

9.000

TOP OF I-BEAM AT

SECOND FLOOR

8.200

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-5

BUILDING ELEVATIONS - SALES BUILDING

100MM x 150MM x 1500MM

TUBULAR STEEL EAVES

PAINTED WITH BROWN

POWDER COATED

YELLOW RVI

FACIA PANEL

SCALE

1 : 100

A-5

SALES BUILDING

LEFT SIDE ELEVATION

3

SCALE

1 : 100

A-5

SALES BUILDING

FRONT ELEVATION

1

SCALE

1 : 100

A-5

SALES BUILDING

RIGHT SIDE ELEVATION

2

300MM HIGH GREY

SKIRT BASEPAINT

FIREWALL

100MM x 150MM x 750MM

TUBULAR STEEL EAVES

PAINTED WITH BROWN

POWDER COATED

300MM HIGH GREY

SKIRT BASEPAINT

200MM. THK. CHB WALL PLAIN

CEMENT PLASTERED AND PAINTED

WITH BOYSEN WALL GUARD # 5715

SEMI-GLOSS WHITE PAINT FINISH

GREEN WALL

2800MM HIGH FULL

HEIGHT TEMPERED

GLASS PANEL

2800MM HIGH FULL

HEIGHT TEMPERED

GLASS PANEL

2800MM HIGH FULL

HEIGHT TEMPERED

GLASS PANEL

300MM HIGH GREY

SKIRT BASEPAINT

200MM. THK. CHB WALL PLAIN

CEMENT PLASTERED AND PAINTED

WITH BOYSEN WALL GUARD # 5715

SEMI-GLOSS WHITE PAINT FINISH

100MM x 150MM x 750MM

TUBULAR STEEL EAVES

PAINTED WITH BROWN

POWDER COATED

100MM x 150MM x 1500MM

TUBULAR STEEL EAVES

PAINTED WITH BROWN

POWDER COATED

2800MM HIGH FULL

HEIGHT TEMPERED

GLASS PANEL

200MM. THK. CHB WALL PLAIN

CEMENT PLASTERED AND PAINTED

WITH BOYSEN WALL GUARD # 5715

SEMI-GLOSS WHITE PAINT FINISH

YELLOW RVI

FACIA PANEL

100MM x 150MM x 750MM

TUBULAR STEEL EAVES

PAINTED WITH BROWN

POWDER COATED

200MM. THK. CHB WALL PLAIN

CEMENT PLASTERED AND PAINTED

WITH BOYSEN WALL GUARD # 5715

SEMI-GLOSS WHITE PAINT FINISH

FIREWALL

TOP OF I-BEAM

AT OFFICE

4.800

2F LEVEL

SELLING AREA

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

2F LEVEL AT

OFFICE

5.000

TOP OF PARAPET

AT LUBEBAY

5.800

A

B

C D E F

3 4 5 7

F E D C B

A'

A

STAFF

QUARTER SELLING

AREA

OUTSIDE SEATING

AREA

SELECT

LUBE

BAY

OUTDOOR

DINING

STAFF

TOILET

OUTSIDE SEATING

AREA

SELECT

TOP OF PARAPET

9.000

TOP OF I-BEAM AT

SECOND FLOOR

8.200

LUBE

STORGE

TOP OF I-BEAM

AT OFFICE

4.800

2F LEVEL

SELLING AREA

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

2F LEVEL AT

OFFICE

5.000

TOP OF PARAPET

AT LUBEBAY

5.800

TOP OF PARAPET

9.000

TOP OF I-BEAM AT

SECOND FLOOR

8.200

TOP OF I-BEAM

AT OFFICE

4.800

2F LEVEL

SELLING AREA

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

2F LEVEL AT

OFFICE

5.000

TOP OF PARAPET

AT LUBEBAY

5.800

TOP OF PARAPET

9.000

TOP OF I-BEAM AT

SECOND FLOOR

8.200

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-5a

BUILDING ELEVATIONS - SALES BUILDING

BUILDING SECTIONS - SALES BUILDING

SCALE

1 : 100

A-5a

LONGITUDINAL SECTION

2

SCALE

1 : 100

A-5a

WASHBAY BUILDING

CROSS SECTION

3

SCALE

1 : 100

A-5a

REAR ELEVATION

1

WASHBAY BUILDING

WASHBAY BUILDING

FIREWALL

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

1 2 3 4 5 7

C

D

F

1990 4630 3850 1200 1800

1800

400

2838

5100

3150

21328

19210

2400

1700

2150 2990

4850

5100

600

3940

C'

6'

600

E'

6''

E

6

A

A'

B

FINISH FLOOR LINE

LUBE STORAGE, STAFF QUARTERS

POWDER COATED FINISH (SHELL GREY)

GREY GRANITE TEXTURE FINISH

EPCO SERIES 2000

4" BALL BEARING TYPE

"JUPITER" (SCHLAGE: AL-SERIES)

ATLANTA PVC DOOR W/ LOUVER

STAFF TOILET & URINAL

800 x 2100

-

"JUPITER" (SCHLAGE: AL-SERIES)

DEALER'S OFFICE

GA16 MS PLATE 1.5MM THK. STEEL DOOR W/ VIEWING GLASS (FOR VER.)

900 x 2100

POWDER COATED FINISH (SHELL GREY)

4" BALL BEARING TYPE

"JUPITER" (SCHLAGE: AL-SERIES)

GA16 STEEL JAMB (FOR VERIFICATION)

EPCO SERIES 2000

ITEM CODE:

LOCATION:

DESCRIPTION:

SIZE:

QUANTITY:

FINISH:

GLAZING:

ACCESSORIES:

CLOSER:

HINGE:

LOCKS:

JAMB:

ITEM CODE:

KICKPLATE:

HANDLE:

PATCH ITEM:

POWDER COATED FINISH (SHELL GREY)

EPCO SERIES 2000

4" BALL BEARING TYPE

"JUPITER" (SCHLAGE: AL-SERIES)

OFFICE TOILET

800 x 2100

-

"JUPITER" (SCHLAGE: AL-SERIES)

900 x 2100 900 x 2100

SWING DIRECTION:

REFER TO PLAN REFER TO PLAN REFER TO PLAN REFER TO PLAN REFER TO PLAN

PROVIDE MAGIC

EYE PEEP HOLE

1.5 THICK STAINLESS STEEL (SATIN FINISH)

DOOR JAMB STEEL BRACKET IS INCLUDED IN THE SET

DOOR FITTINGS ARE INCLUDED IN THE SET

DOOR JAMB STEEL BRACKET IS INCLUDED IN THE SET

DOOR FITTINGS ARE INCLUDED IN THE SET

GREY GRANITE TEXTURE FINISH

ATLANTA PVC DOOR W/ LOUVER

FOOD STORAGE

POWDER COATED FINISH (SHELL GREY)

EPCO SERIES 2000

4" BALL BEARING TYPE

"JUPITER" (SCHLAGE: AL-SERIES)

900 x 2100

REFER TO PLAN

1.5 THICK STAINLESS STEEL (SATIN FINISH)

1-SET 1-SET 1-SET 4-SETS 2-SETS 1-SET

PROVIDE STAINLESS STEEL PULL C HANDLE OUTSIDE

FOOD PREPERATION

FIX WINDOW

KICK PLATE KICK PLATE KICK PLATEKICK PLATE

1.5 THICK STAINLESS STEEL (SATIN FINISH) 1.5 THICK STAINLESS STEEL (SATIN FINISH)

KICK PLATE

1015 x 2134

REFER TO PLAN

1-SET

COMMON TOILET

POWDER COATED FINISH (SHELL GREY)

EPCO SERIES 2000

4" BALL BEARING TYPE

1.5 THICK STAINLESS STEEL (SATIN FINISH)

PROVIDE STAINLESS STEEL PULL C HANDLE OUTSIDE

SINGLE CYLINDER DEAD BOLT WITH THUMBTURN:

SCHLAGE B60 SERIES

EE RM., MECH RM.

900 x 2100

EPCO SERIES 2000

4" BALL BEARING TYPE

POWDER COATED FINISH (SHELL GREY)

"JUPITER" (SCHLAGE: AL-SERIES)

REFER TO PLAN

2-SETS

KICK PLATE

1.5 THICK STAINLESS STEEL (SATIN FINISH)

LUBE TOOLS, CLERICAL OFFICE

950 x 2134

FIRE EXIT (STAFF QUARTERS, CLERICAL OFFICE)

REFER TO PLAN

POWDER COATED FINISH (SHELL GREY)

1.5 THICK STAINLESS STEEL (SATIN FINISH)

1-SET

4" BALL BEARING TYPE

PANIC LATCH, MORTISE ACTUATED HAFELE BRAND

INSIDE OUTSIDE

KICK PLATEKICK PLATE

-

-

-

-

FIX TEMPERED

GLASS TOP PANEL

CLEAR GLASS SWING DOOR (ASAHI-REPUBLIC)

3-SETS

12MM THK CLEAR TEMPERED GLASS DOOR

EPCO SERIES 2000

EPCO FLOOR HINGE

PL10 PATCH

ST-15 EPCO HANDLES (SATIN FINISH)

EPCO PATCH FITTINGS

REFER TO PLAN

WITH FLOOR MOUNTED HINGE &

OVERHEAD CONCEALED PIVOTS

900 x 2400

CLIP-INS LOUNGE

OFFICE WINDOWS SHALL BE REINFORCED BY A SECURITY

--

DEALER'S ROOM

SLIDING ALUMINUM WINDOW

POWDER COATED FINISH

--

10MM THICK CLEAR GLASS

--

--

20MM X 20MM METAL (PAINTED)

OFFICE TOILET & STAFF TOILET

AWNING ALUMINUM WINDOW

450 X 500

10MM THICK CLEAR GLASS

--

--

GRILL "WEBFORGE" (SEE DETAIL OF WEBFORGE AT THE

ARCHITECTURAL DETAILS SECTION

:PROVIDE FIRE ESCAPE

--

--

--

--

--

--

1-SET 2-SETS

POWDER COATED FINISH

1200 X 1200

20MM X 20MM METAL (PAINTED)

FINISH:

--

--

LOCATION:

DISCRIPTION:

SIZE:

ACCESSORIES:

ITEM CODE:

QUANTITY:

GLAZING:

HINGE:

HANDLE:

LOCK:

GRILLS:

REFER TO PLAN/ ELEVATION FOR NUMBER OF PANELS

SELECT

4500 x 2800

12MM THK. CLEAR TEMPERED GLASS (ASAHI-REPUBLIC)

--

--

FINISH FLOOR LINE

BLADES:

--

--

FRAME:

--

1-SET

SELECT

1840 x 2800

1-SET

SELECT

5370 x 2800

1-SET

OUTDOOR SEATING AREA

3610 x 2800

1-SET

U-CHANNEL EMBEDDED TOP & BOTTOM

ITEM CODE:

LOCATION:

DESCRIPTION:

SIZE:

QUANTITY:

FINISH:

GLAZING:

ACCESSORIES:

CLOSER:

HINGE:

LOCKS:

JAMB:

ITEM CODE:

KICKPLATE:

HANDLE:

PATCH ITEM:

SWING DIRECTION:

FINISH:

LOCATION:

DISCRIPTION:

SIZE:

ACCESSORIES:

ITEM CODE:

QUANTITY:

GLAZING:

HINGE:

HANDLE:

LOCK:

GRILLS:

BLADES:

FRAME:

FINISH FLOOR LINE

FINISH FLOOR LINE

GA16 MS PLATE 1.5MM THK STEEL DOOR (FOR VERIFICATION)

GA16 STEEL JAMB (FOR VERIFICATION) GA16 STEEL JAMB (FOR VERIFICATION) GA16 STEEL JAMB (FOR VERIFICATION)

GA16 MS PLATE 1.5MM THK STEEL DOOR (FOR VERIFICATION) GA16 MS PLATE 1.5MM THK STEEL DOOR (FOR VERIFICATION)

GA16 MS PLATE 1.5MM THK STEEL DOOR (FOR VERIFICATION) GA16 MS PLATE 1.5MM THK STEEL DOOR WITH LOUVER (FOR VERIFICATION)GA16 MS PLATE 1.5MM THK STEEL DOOR (FOR VERIFICATION)

GA16 STEEL JAMB (FOR VERIFICATION) GA16 STEEL JAMB (FOR VERIFICATION) GA16 STEEL JAMB (FOR VERIFICATION)

2F SELLING PLACE

3610 x 2800

1-SET

LOUNGE

1938 x 2800

1-SET

STAFF QUARTER, CLERICAL & DEALERS RM

SLIDING ALUMINUM WINDOW

POWDER COATED FINISH

--

10MM THICK CLEAR GLASS

--

--

20MM X 20MM METAL (PAINTED)

--

--

--

4-SETS

2400 X 1200

900

1800

900

GENSET ROOM

38MM Ø PIPE FRAMING WITH CYCLONE WIRE FENCE/GATE

AT 1.2MM-5MM Ø THK. WITH 50MM OPENING WELDED ON FLAT BAR

SNAP ON HINGE

DEADBOLT SOLID BAR HANDLE WITH

BAR HOOK AT THE BOTTOM

1800 x 2400

1-SET

REFER TO PLAN

PRIME & EPOXY TOP COAT FINISH

(SHELL GREY)

10

D

24

00

HWF & GARBAGE TRASH BIN

38MM Ø PIPE FRAMING WITH CYCLONE WIRE FENCE/GATE

AT 1.2MM-5MM Ø THK. WITH 50MM OPENING WELDED ON FLAT BAR

SNAP ON HINGE

DEADBOLT SOLID BAR HANDLE WITH

BAR HOOK AT THE BOTTOM

1800 x 2100

2-SETS

-

-

-

REFER TO PLAN

PRIME & EPOXY TOP COAT FINISH

(SHELL GREY)

21

00

MARCELO FENCE WALL FINISH

HWF, GARBAGE ROOM

38MM Ø PIPE FRAMING WITH CYCLONE WIRE FENCE/GATE AT

1.2MM-5MM Ø THK. WITH 50MM OPENING WELDED ON FLAT BAR

550 X 2400

4-SETS

PRIME & EPOXY TOP COAT FINISH

(SHELL GREY)

900 X 2400

GENSET ROOM

38MM Ø PIPE FRAMING WITH CYCLONE WIRE FENCE/GATE AT

1.2MM-5MM Ø THK. WITH 50MM OPENING WELDED ON FLAT BAR

1-SET

PRIME & EPOXY TOP COAT FINISH

(SHELL GREY)

1150 X 2400

1-SET

1450 X 2400

1-SET

1200 X 2400

3-SETS

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-6

ROOF PLAN - SALES BUILDING

DOORS AND WINDOWS SCHEDULE

SPHERICAL

WATER TANK

ABOVE (1000L)

SCALE 1:100

A-6

ROOF PLAN

1

SALES BUILDING

ACCESS LADDER

110Ø ALUMINUM

FILTER STRAINER

(DOME TYPE) TYP.

GA.#24 STAINLESS

STEEL ROOF GUTTER

ACCU FARM

1

2

" x

1

2

" ALUMINUM WIRE

MESH FOR GUTTER

TOP COVER

GA.#24 LONG SPAN

COLOR GREEN RIB

TYPE ROOFING

1500MM WIDE

CANOPY EAVES

750MM WIDE

CANOPY EAVES

750MM WIDE

CANOPY EAVES

1

2

" x

1

2

" ALUMINUM WIRE

MESH FOR GUTTER

TOP COVER

GA.#24 LONG SPAN

COLOR GREEN RIB

TYPE ROOFING

SCALE

1 : 100

A-6

DOORS AND WINDOWS SCHEDULE

2

6'6

C'

3010

1800

517

1215

903

400

100 1000 700

3

A-7

2

A-7

66'

28

00

1800

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

C'

28

00

3010

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

4 5

C

20

00

1990

5

A-7

6

A-7

46

01

29

02

50

2800

2000

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

2800

1990

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

1 2

A

14

00

1840

11

A-7

67

8

12

A-7

6

C

2000

2000

800

1000

200

250607926

8

A-7

843

9

A-7

1840

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

28

00

1400

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

28

00

2000

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

2800

2000

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

4.200

SECOND

FLOOR LEVEL

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-7

ENLARGED TOILET PLANS & SECTIONS

SCALE

SALES BUILDING ( COMMON TOILET -

TURBO FINISH)

1 : 50

A-7

ENLARGED TOILET PLAN

1

SCALE

1 : 50

A-7

ENLARGED SECTION

2

SCALE

1 : 50

A-7

ENLARGED SECTION

3

SCALE

SALES BUILDING ( OFFICE RESTROOM)

1 : 50

A-7

ENLARGED TOILET PLAN

4

SCALE

1 : 50

A-7

ENLARGED SECTION

5

SCALE

1 : 50

A-7

ENLARGED SECTION

6

SCALE

1 : 50

A-7

ENLARGED TOILET PLAN

10

SCALE

SALES BUILDING ( STAFF RESTROOM)

1 : 50

A-7

ENLARGED TOILET PLAN

7

SCALE

1 : 50

A-7

ENLARGED SECTION

11

SCALE

1 : 50

A-7

ENLARGED SECTION

12

SCALE

1 : 50

A-7

ENLARGED SECTION

8

SCALE

1 : 50

A-7

ENLARGED SECTION

9

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH 600 X 600 mm WHITE

SPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

600 X 600 mm WHITESPECKLED TILESFLOOR FINISH

600 X 600 mm WHITESPECKLED TILES WALLFINISH

5MM. THK FICEMBOARD PAINTED WITHBOYZEN #701 FLATLATEX WHITE PAINTCEILING FINISH

SALES BUILDING ( COMMON TOILET -

TURBO FINISH)

SALES BUILDING ( COMMON TOILET-

TURBO FINISH)

OUTDOOR URINAL

SALES BUILDING ( OFFICE RESTROOM)

SALES BUILDING ( OFFICE RESTROOM)

SALES BUILDING ( STAFF RESTROOM)

SALES BUILDING ( STAFF RESTROOM)

OUTDOOR URINAL

OUTDOOR URINAL

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

2.287

STAIR

LANDING

4.200

SECOND

FLOOR LEVEL

7

38MM Ø STAINLESS

STEEL PIPE HANDRAIL

FINISH

38MM Ø STAINLESS

STEEL PIPE VERTICAL

POST FINISH

13MM Ø STAINLESS STEEL

HORIZONTAL PIPE FINISH,

SPACING AT 125MM O.C.

12

E

Q. R

IS

ER

S

@ 1

73

.9

1M

M=

20

87

11

E

Q. R

IS

ER

S

@ 1

73

.9

1M

M=

19

13

DRIVEWAY

LEVEL

0.000

GROUND

FLOOR LEVEL

0.200

2.287

STAIR

LANDING

4.200

SECOND

FLOOR LEVEL

E F

38MM Ø STAINLESS

STEEL PIPE HANDRAIL

FINISH

38MM Ø STAINLESS

STEEL PIPE VERTICAL

POST FINISH

13MM Ø STAINLESS STEEL

HORIZONTAL PIPE FINISH,

SPACING AT 125MM O.C.

PART OF

SELECT

12

E

Q. R

IS

ER

S

@ 1

73

.9

1M

M=

20

87

11

E

Q. R

IS

ER

S

@ 1

73

.9

1M

M=

19

13

01 02 03 04 05 06 07 08 09 10 11

13

14

15

16

17

18

19

20

21

22

23

12

UP

ICE CREAMFREEZER

1260mm X 700mm

11 EQ. TREADS

@ 300MM = 3300

F

E

7

300

4800

10 E

Q. T

RE

AD

S

@ 300M

M =

3000

1500

1500

4500

3

A-8

4

A-8

D

4.200

2F LEVEL

SELLING AREA

5.000

2F LEVEL

CLERICAL ROOM

4 E

Q. R

IS

ER

S

@ 2

00

MM

=8

00

01

02

03

04

UP

D

1300

3 E

Q. T

RE

AD

S

@ 300M

M =

900

2200

1890

5

A-8

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-8

SCALE

1 : 50

A-8

SALES BUILDING

ENLARGE SECTION

3

SCALE

1 : 50

A-8

SALES BUILDING

ENLARGE SECTION

4

SCALE

1 : 50

A-8

SALES BUILDING

ENLARGE SECTION

1

SCALE

1 : 50

A-8

SALES BUILDING

ENLARGE SECTION

5

SCALE

1 : 50

A-8

SALES BUILDING

ENLARGE SECTION

2

SCALE

1 : 10

A-8

SALES BUILDING - SELECT STAIR

ENLARGE SECTION

6

BOTTOM LANDING

SCALE

1 : 10

A-8

SALES BUILDING - SELECT STAIR

ENLARGE SECTION

7

MID LANDING

SCALE

1 : 10

A-8

SALES BUILDING - SELECT STAIR

ENLARGE SECTION

8

TOP LANDING

A-08

6

A-08

7

A-08

8

STAIR DETAILS

MORTAR CEMENT FLOOR

TILE ADHESIVE

1300MM x 50MM x 50MM

ALUMINUM TACTILE STAIR

NOSING

SHELL NAXOS GREY ARTE

CERAMICHE HOMOGENOUS

TILE MATTE FINISH

13MM Ø STAINLESS STEEL

PIPE DIAGONAL RAILING IN

SATIN FINISH.

MORTAR CEMENT FLOOR

TILE ADHESIVE

1300MM x 50MM x 50MM

ALUMINUM TACTILE STAIR

NOSING

SHELL NAXOS GREY ARTE

CERAMICHE HOMOGENOUS

TILE MATTE FINISH

13MM Ø STAINLESS STEEL

PIPE DIAGONAL RAILING IN

SATIN FINISH.

1300MM x 50MM x 50MM

ALUMINUM TACTILE STAIR

NOSING

SHELL NAXOS GREY ARTE

CERAMICHE HOMOGENOUS

TILE MATTE FINISH

MORTAR CEMENT FLOOR

TILE ADHESIVE

13MM Ø STAINLESS STEEL

PIPE DIAGONAL RAILING IN

SATIN FINISH.

38MM Ø STAINLESS STEEL

PIPE VERTICAL POST IN

SATIN FINISH.

38MM Ø STAINLESS STEEL

PIPE VERTICAL POST IN

SATIN FINISH.

38MM Ø STAINLESS STEEL

PIPE VERTICAL POST IN

SATIN FINISH.

MPD10

FSD/VPD/VPG/FSG/VPR

FSD/VPD/VPG/FSG/VPR

a

b

x

CASHIER'S

BOOTH

MPD10

9200

3350

x

b

a

3350

15900

5000 5000

10000

9200

3350

x

b

a

3350

15900

5000 5000

10000

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

ROOF

SLOPE

@ 1%

9200

3350

x

b

a

3350

15900

5000 5000

10000

6

4

A-09

4

7

A-09 A-09

A-09

6

4

A-09

4

7

A-09 A-09

A-09

6

4

A-09

4

7

A-09 A-09

A-09

1600

3350

5830

3350

1600

2500 2500 2500 2500

NE

WS

225

200

x

DRIVEWAY

LEVEL

0.000

CANOPY CEILING

LEVEL

5.000

CANOPY TOP OF

PARAPET

5.850

PUMP ISLAND

FLOOR LEVEL

0.200

25

0

60

04

80

02

00

85

05

00

0

x

DRIVEWAY

LEVEL

0.000

CANOPY CEILING

LEVEL

5.000

CANOPY TOP OF

PARAPET

5.850

PUMP ISLAND

FLOOR LEVEL

0.200

20

04

80

05

85

26

5

50

00

85

0

x

DRIVEWAY

LEVEL

0.000

CANOPY CEILING

LEVEL

5.000

PARAPET

5.850

PUMP ISLAND

FLOOR LEVEL

0.200

265

585

4800

200

850

5000

b a

DRIVEWAY

LEVEL

0.000

CANOPY CEILING

LEVEL

5.000

PARAPET

5.850

PUMP ISLAND

FLOOR LEVEL

0.200

265

585

4800

200

850

5000

ba

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-9

PLAN & ELEVATIONS - CANOPY

REFLECTED CEILIING PLAN - CANOPY

ROOF PLAN - CANOPY

GUTTER DETAIL - CANOPY

SCALE

CANOPY

1 : 20

A-09

ENLARGED SECTION

8

SCALE

CANOPY

1 : 100

A-09

REAR ELEVATION

5

SCALE

CANOPY

A-09

FRONT ELEVATION4

SCALE

CANOPY

1 : 100

A-09

LEFT ELEVATION

7

SCALE

CANOPY

1 : 100

A-09

RIGHT ELEVATION

6

SCALE

1 : 100

A-09

FLOOR PLAN

1

CANOPY

SCALE

CANOPY

1 : 100

A-09

REFLECTED CEILING PLAN

2

SCALE

CANOPY

1 : 100

A-09

ROOF PLAN

3

1 : 100

PLAN & ELEVATIONS - CANOPY

REFLECTED CEILIING PLAN - CANOPY

ROOF PLAN - CANOPY

GUTTER DETAIL - CANOPY

SCALE

CANOPY

1 : 20

ENLARGED SECTION

8

SCALE

CANOPY

1 : 100

5

SCALE

CANOPY

4

SCALE

CANOPY

1 : 100

LEFT ELEVATION

7

SCALE

CANOPY

1 : 100

RIGHT ELEVATION

6

UNDER CANOPY

LIGHTS LUCI SERIES

V01 SYMMETRICAL

(LUCI01 - SR - 150W)

(TYP.)

METAL CEILING

FINISH (UNDER

CANOPY CEILING

FINISH BY OTHERS)

SCALE

1 : 100

FLOOR PLAN

1

CANOPY

SCALE

CANOPY

1 : 100

REFLECTED CEILING PLAN

2

SCALE

CANOPY

1 : 100

ROOF PLAN

3

1 : 100

SCALE

1 : 100

FLOOR PLAN

1

CANOPY

SCALE

CANOPY

1 : 100

REFLECTED CEILING PLAN

2

SCALE

CANOPY

1 : 100

ROOF PLAN

3

1/2"x1/2" ALUMINUM

WIRE MESH FOR

GUTTER TOP COVER

GAUGE 24#

STAINLESS STEEL

ROOF GUTTER

GAUGE 24# PRE

PAINTED GI

SHEET

FLASHING (TYP.)

ROOFING COLOR

GREEN COATED

RIB TYPE

LONGSPAN

110 MM Ø

DOWNSPOUT

FROM ROOF DRAIN

(TYP.)

SCALE

CANOPY

1 : 20

ENLARGED SECTION

8

GA.#24 STAINLESS

STEEL ROOF GUTTER

PROPOSE ALUMINUM WIRE MESH

1/2"x1/2" ALUMINUM WIRE MESH

RIVETED TO ALUMINUM FLAT BAR

FRAME WITH HINGES & OPEN

PULLOUT HANDLE

110MM Ø ALUMINUM FILTER

STRAINER (DONE TYPE)

1"x1" ALUMINUM ANGLE BAR FRAME ATTACH/FIX

TO CAP PLATE WITH 1.5" STAINLESS STEEL

POINTED SCREW TO MAINTAIN STABILITY FOR

STORM & WIND DISTURBANCE

3/4"x3/4" ALUMINUM FLAT BAR

TOP/SIDE SUPPORT

GA. #24 RIB TYPE

LONG SPAN ROOF

PROPOSE ALUMINUM WIRE MESH

SCALE

CANOPY

1 : 100

5

SCALE

CANOPY

4

1 : 100

SCALE

CANOPY

1 : 100

LEFT ELEVATION

7

SCALE

CANOPY

1 : 100

RIGHT ELEVATION

6

60

0

600

500

50

0

20

08

4.2

4

28

5.2

4

11

1.4

4

5/8"

25

25

TOP VIEW ANCHOR DETAILING

LATERAL VIEW FRONT VIEW

A36

PL 50x50x2 1/2

16MM Ø

5/16

5/16

70

00

2010

14

0

16

50

20

0

19

90

44

0

24

30

140 1135 140

1415

FRONT VIEW SIDE VIEW REAR VIEW

14

0

16

50

20

0

19

90

44

0

24

30

140 1135 140

1415

195

505030

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-10

MONOLITH DETAILS

SCALE NTS.

1

A-10

PERSPECTIVE

MONOLITH

SCALE 1:15

3

FOUNDATION DETAILS

MONOLITH

SCALE 1:30

2

ELEVATION

MONOLITH

EMBLEM PANEL, SCREEN PRINTED, IS

INTERNALLY ILLUMINATED - SHELL

RED SHELL YELLOW IN BOTH

DAYLIGHT AND NIGHT TIME CONDITION

A36 PL 50X50X2

1/2

1. ALL DIMENSIONS ARE IN MM.

2. THE LOAD BEARING VALUE fk OF THE

GROUND BASE WHERE THE PRIME SIGN

FOUNDATION IS BUILT SHALL NOT BE

LESS THAN 150 kpa. FOUNDATION PIT

SHALL BE EXAMINE FOR SOIL CONDITIONS

AFTER EXCAVATED, AND WELL COMPACTED

PRIOR TO PROCEEDING OTHER WORK.

3. MATERIALS USED FOR FOUNDATION:

*c20 CONCRETE

*STEEL BAR, Ø10 GRADE i

*STEEL BAR, Ø25 GRADE ii

*m24 BOLT

*BASE PLATE 500x500x10

4. MARK OUT AND VERIFY THE POSITION OF

THE FOUNDATION PIT ON SITE AND

EXCAVATE TO THE REQUIRED DEPTH.

5. EMBED ANCHOR BOLTS IN THE

FOUNDATION PIT AS PER DRAWING AND

ENSURE THE SETTING INCLUDING

DIMENSIONS AND LEVELING ARE CORRECT.

ALLOW AT LEAST 15 DAYS FOR CONCRETE

CURING BEFORE PUTTING UP THE PRIME

SIGN.

6. THE Ø70 CABLE TUBE SHOULD BE EMBEDED

IN THE FOUNDATION PRIOR TO CONCRETE

WORK.

7. DURING INSTALLATION, PLUMB CHECK THE

UP-RIGHTNESS OF THE PRIME SIGN AND

ADJUST THE LEVEL BY INSERTION OF STEEL

SHIM PLATES PUT UNDERNEATH THE BASE

PLATE. FILL UP THE GAP WITH CEMENT SAND

MORTAR AFTER INSTALLATION IS COMPLETED.

NOTES;

SCALE 1:15

3

A-10

FOUNDATION DETAILS

MONOLITH

SCALE

2

A-10

ELEVATION

MONOLITH

PERSPECTIVE

SCALE NTS.

4

A-10

SCALE

A-10

FRONT ELEVATION

SCALE 1:30

5

LOW LEVEL SIGN

RIGHTSIDE ELEVATION

SCALE 1:30

6

A-10

LOW LEVEL SIGN

7

A-10

REAR ELEVATION

SCALE 1:30

LOW LEVEL SIGN

STANDARD PCU PANEL - MAY BE 1,

2 OR 3 WINDOWS - PCU OPTIONS

LED OR MANUAL (EACH WITH

ILLUMINATED FUEL GRADE TEXT)

PANEL

LOW LEVEL SIGN

7

REAR ELEVATION

SCALE

LOW LEVEL SIGN

1. ALL DIMENSIONS ARE IN MM.

2. THE LOAD BEARING VALUE fk OF THE

GROUND BASE WHERE THE PRIME SIGN

FOUNDATION IS BUILT SHALL NOT BE

LESS THAN 150 kpa. FOUNDATION PIT

SHALL BE EXAMINE FOR SOIL CONDITIONS

AFTER EXCAVATED, AND WELL COMPACTED

PRIOR TO PROCEEDING OTHER WORK.

3. MATERIALS USED FOR FOUNDATION:

*c20 CONCRETE

*STEEL BAR, Ø10 GRADE i

*STEEL BAR, Ø25 GRADE ii

*m24 BOLT

*BASE PLATE 500x500x10

4. MARK OUT AND VERIFY THE POSITION OF

THE FOUNDATION PIT ON SITE AND

EXCAVATE TO THE REQUIRED DEPTH.

5. EMBED ANCHOR BOLTS IN THE

FOUNDATION PIT AS PER DRAWING AND

ENSURE THE SETTING INCLUDING

DIMENSIONS AND LEVELING ARE CORRECT.

ALLOW AT LEAST 15 DAYS FOR CONCRETE

CURING BEFORE PUTTING UP THE PRIME

SIGN.

6. THE Ø70 CABLE TUBE SHOULD BE EMBEDED

IN THE FOUNDATION PRIOR TO CONCRETE

WORK.

7. DURING INSTALLATION, PLUMB CHECK THE

UP-RIGHTNESS OF THE PRIME SIGN AND

ADJUST THE LEVEL BY INSERTION OF STEEL

SHIM PLATES PUT UNDERNEATH THE BASE

PLATE. FILL UP THE GAP WITH CEMENT SAND

MORTAR AFTER INSTALLATION IS COMPLETED.

NOTES;

LOW LEVEL SIGN DETAILS

35

00

(C

LE

AR

H

EIG

HT

A

T I-B

EA

M

UN

DE

RS

ID

E)

28

00

(C

LE

AR

H

EIG

HT

O

PE

NIN

G A

T

EN

TR

AN

CE

)

70

0

50

0

20

0

10

00

28

00

20

0

80

04

00

04

20

0

1100

39

54

05

12

00

28

00

1500

TOP OF

PARAPET

9.000

TOP OF

I-BEAM AT 2F

8.200

2ND FLOOR

LEVEL

4.200

TOP OF

I-BEAM AT GF

4.000

GROUND FLOOR

LEVEL

0.200

DRIVEWAY LEVEL

0.000

EXTERIORINTERIOR

PART OF

SELECT

R

A

M

P

S

LO

P

E

POLYCARBONATE SHEET

@ 1% SLOPE

PV PANEL @

1% SLOPE

4

NOTE:

BO

LLA

RD

WEARING COURSE

CONCRETE

METAL BOLLARD TO BE CONCRETE

FILLED PAINTED SHELL WHITE

400

400

500

200

100

250

RC SLAB

900

1500 1500 1500

200

BOLLARD OFFSET 200MM FROM

CURB BOLLARDS ONLY REQUIRED

10 AREA'S OF GLAZED SHOPFRONT

BOLLARDS SET OUT CENTALLY TO

ENTRANCE

150

900

240

720

240

2100

240 720 240

1200

30051

19893

16084

1200

900

10 1160

9736

1200

FINISH FLOOR LINE

125721

131224

131224

131224

130800

131224131224

131224126144

SECTION

PLAN

ELEVATION

800

2000

8000

FLOORLEVEL

2000

2000

2000

OPEN

150

25

GOOSENECK TYPEVENT

600

2000

6000

8000

10

0

18

61

86

18

61

86

18

61

86

18

6

10

0

6 SOLID STEEL BAR

@186MM = 1300

100000

100000

1500

PO

LY

CA

RB

ON

AT

E S

HE

ET

@ 1

% S

LO

PE

1500

(TYPICAL)

C

L

15

00

C

L

10

50

22

00

M

IN

24

00

M

AX

90

0 T

YP

41

50

mm

P

LA

TF

OR

M H

EIG

HT

790

30

0

WALL BRACKET

100

SIDE VIEW FRONT VIEW

(C

LE

AR

H

EIG

HT

)

52

5

Ø700

506

Ø900

4.150

GROUND FLOOR

DRIVEWAY LEVEL

0.000

ROOF DECK

LEVEL

LEVEL

0.200

5.200

MECH'L TOP

PARAPET LEVEL

FFL +4.200

2750000

FE

D

OO

R

25

06

00

35

0

12

00

12

00

200 600 1950

2750

4.200

GROUND FLOOR

DRIVEWAY LEVEL

0.000

2ND FLOOR LEVEL

LEVEL

LEVEL

0.200

Ø900000

8 SOLID S-PIPE @ 100MM = 9001200

2200 MIN2400 MAX

2650

20

09

00

28

00

900800

12

00

51

00

51

00

90

01

20

02

00

30

0

28

00

RADIUS =

350MM

75000

75600

750

(CLEAR OPENING)

PART OF CONCRETE

ROOF DECK

PLAN VIEW

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-11

MISCELLANEOUS DETAILS

SCALE

1:50

CANOPY EAVES DETAIL

ENLARGED SECTION

2

SCALE

1:15

A-11

SAFETY BOLLARD DETAIL

4

SCALE

A-11

WINDOW AND SAFETY GRILL

5

25mm X 25mm X 3mm

STEEL ANGEL BARS

ALUMINUM WINDOW

25mm X 25mm STEEL

SQUARE BARS

(FOR FRAME)

20mm X 200mm STEEL

SQUARE BARS (FOR WEB)

10mm x 10mm

SQUARE STEEL BARS

(FOR FRAME)

10mm x 10mm

STEEL ANGLE BARS

(FOR ANCHORAGE)

10mm X 10mm SQUARE

STEEL BARS

INDICATIVE LINE OF

ALUMINUM WINDOW

10mm X 10mm SQUARE

STEEL BARS

10mm X 10mm X 3mm

STEER ANGLE BARS

(FOR ANCHORAGE)

4" BALL BEARING TYPE HINGE

SCALE

WINDOW AND SAFETY GRILL

5

SCALE

1:75

3

SCALE

1:30

A-11

BUILDING EAVES DETAIL

ENLARGED PLAN

1

100MM x 150MM TUBULAR STEEL IN POWDER

COATED BROWN PAINT FINISH, WELDED TO

WEB I-BEAM ALONG SELECT & VERTICAL

STUB I-BEAM ALONG LUBEBAY

20MM Ø SOLID

STEEL PIPE IN

BROWN POWDER

COATED FINISH

SCALE

1:75

A-11

VENT PIPE AND REMOTE FILL DETAIL

3

SCALE

1:50

A-11

CANOPY EAVES DETAIL

ENLARGED SECTION

2

255MM x 310MM I-BEAM

GIRDER ( VERIFY STRUC'L

PLANS FOR SPECS)

6MM THK. POLYCARBONATE

SOLID SHEET IN SMOKE

GREY FINISH

20MM Ø SOLID STEEL PIPE

IN BROWN POWDER

COATED FINISH

100MM x 150MM TUBULAR

STEEL IN POWDER COATED

BROWN PAINT FINISH,

WELDED TO VERTICAL STUB

I-BEAM

VERTICAL STUB I-BEAM

(VERIFY STRUC'L PLANS

FOR SPECS)

DROP WALL - USING 12MM

THK. FICEM BOARD PAINTED

WITH BOYSEN #5715 WHITE

SEMI-GLOSS PAINT FINISH.

150MM x 250MM I-BEAM

(VERIFY STRUC'L PLANS

FOR SPECS)

255MM x 255MM I-BEAM

GIRDER ( VERIFY STRUC'L

PLANS FOR SPECS)

1102MM x 2260MM BI-FACIAL

PV PANELS (SEE SHEET A-4

FOR PANEL LAYOUT)

100MM x 150MM TUBULAR

STEEL IN POWDER COATED

BROWN PAINT FINISH,

WELDED TO VERTICAL STUB

I-BEAM

OVERHEAD WATER TANK

SCALE

1:40

A-11

ACCESS LADDER

7

25mm X 50mm RECTANGULAR

STEEL TUBULAR STRINGER,

PRIMED & EPOXY TOP COAT

FINISH

20mm Ø SOLID ROUND BAR RUNG

@ 300mm SPACING, PRIMED &

EPOXY TOP COAT FINISH

10mm THK. X 50mm

FLAT BAR CAGE

STRAPS, PRIMED &

EPOXY TOP COAT

FINISH

10mm THK. X 50mm

FLAT CAGE HOOP,

PRIMED & EPOXY TOP

COAT FINISH

SCALE

1:40

A-11

ACCESS LADDER

6

1:20

FIRE EXIT

50MM X 50MM

HORIZONTAL

SQUARE TUBULAR

STEEL RAILING,

PRIMED AND EPOXY

TOP COAT FINISH.

25MM X 50MM

HORIZONTAL

RECTANGULAR

TUBULAR STEEL

RAILING, PRIMED AND

EPOXY TOP COAT

FINISH.

50MM X 50MM

VERTICAL SQUARE

TUBULAR STEEL

POST, PRIMED AND

EPOXY TOP COAT

FINISH.

13MM Ø SOLID

STEEL PIPE

HORIZONTAL

RAILING, SPACING

AT 100MM.

25mm X 50mm

RECTANGULAR

STEEL TUBULAR

STRINGER, PRIMED

& EPOXY TOP COAT

FINISH

20mm Ø SOLID ROUND

BAR RUNG @ 300mm

SPACING, PRIMED &

EPOXY TOP COAT

FINISH

50MM X 50MM VERTICAL SQUARE

TUBULAR STEEL POST, PRIMED

AND EPOXY TOP COAT FINISH.

50MM X 50MM HORIZONTAL

SQUARE TUBULAR STEEL

RAILING, PRIMED AND EPOXY

TOP COAT FINISH.

25MM X 50MM HORIZONTAL

RECTANGULAR TUBULAR STEEL

RAILING, PRIMED AND EPOXY

TOP COAT FINISH.

50MM X 50MM VERTICAL SQUARE

TUBULAR STEEL POST, PRIMED

AND EPOXY TOP COAT FINISH.

13MM Ø SOLID STEEL PIPE

HORIZONTAL RAILING, SPACING

AT 100MM.

3.2MM THK. LENTIL PATTERN

GALVANIZED STEEL CHECKER

PLATE PLATFORM

75MM x 75MM x 6MM THK. ANGLE

BAR SUPPORT, PRIMED &

EPOXY TOP COAT FINISH

.

3.2MM THK. LENTIL

PATTERN GALVANIZED

STEEL CHECKER PLATE

PLATFORM

3.2MM THK. LENTIL

PATTERN GALVANIZED

STEEL CHECKER PLATE

PULL-OUT MANHOLE

COVER

50MM X 50MM HORIZONTAL

SQUARE TUBULAR STEEL

RAILING, PRIMED AND

EPOXY TOP COAT FINISH.

R

5

0

R

2

5

R

2

0

0

5

0

1

0

6

.

2

6

°

1

0

6

.

2

6

°

100

129

158

250

700

300 53 109 148 90

700

50

100

25 38

88

25

25

PLATFORM

LEVEL 0.20

DRIVEWAY

LEVEL 0.00

200

3100

2400

300

195

1

200

200200

900

1300300

20

0

21

00

30

0

24

00

PLATFORM

LEVEL 0.20

DRIVEWAY

LEVEL 0.00

21

HWF

200

200 200

900

1300 300

20

0

21

00

30

0

24

00

PLATFORM

LEVEL 0.20

DRIVEWAY

LEVEL 0.00

2

GARBAGE

1

3600

3300

PLATFORM

LEVEL 0.20

DRIVEWAY

LEVEL 0.00

300

HWF

3600

3300300

b ca

GARBAGE

200

2100

300

2400

PLATFORM

LEVEL 0.20

DRIVEWAY

LEVEL 0.00

20

0

31

00

24

00

30

0

23

5

20

0

2

GENSET ROOM

A=7.80 m²

1

2

10

D

GARBAGE

A=3.00 m²

b ca

200000

3100

13

00

3100200

6400

2'

1'

HWF

A=3.00 m²

200 2400

200

750

900

PART OF

WALKWAY RAMP SLOPE@ 8.33% DRIVEWAY

LEVEL

0.000

RAMP SLOPE

@ 8.33%

2400

1200

2700

1500

3002400

(CLE

AR)

38MMØSS PIPE

1350

150

1500

PART OF

WALKWAY

300

UP

P.R.C. NO. :

DATE OF VALIDITY :

P.T.R. NO. :

DATE ISSUED :

T.I.N. :

CONSULTANT

PROJECT TITLE & LOCATION

LOCATION:

ARNOC #:

DATE BY

REVISIONSSHEET CONTENTS

DRAWN:

CHECK:

DATE:

DATE:

SURVEYED: DATE:

REV

ARCHITECT:

41st flr, The Finance Center 26th cor. 9th Ave. BGC, Brgy Fort Bonifacio Taguig CityPILIPINAS SHELL PETROLEUM CORPORATION

DESCRIPTION

OWNER / DEVELOPERSHEET NO.

DATE:

PROPOSED CONSTRUCTION OF SHELL

ARCHITECT

JE ROSSI MAGAN VELASCO

0029356

MAY 23, 2023

1374318

JAN. 06, 2021

307-901-314

QUIRINO HIGHWAY, LAGRO, QUEZON CITY, PHILIPPINES

LAGRO STATION

FOR PERMIT

OCTOBER 11, 2021

A-12

MISCELLANEOUS DRAWINGS

A-12

MISCELLANEOUS DRAWINGS

SCALE

1:100

A-12

GEN SET

FRONT ELEVATION

6

SCALE

1:100

A-12

HWF

SIDE ELEVATION

4

SCALE

1:100

A-12

GEN SET

RIGHT SIDE ELEVATION

SCALE

1:100

A-12

GARBAGE

SIDE ELEVATION

3

7

SCALE

1:100

A-12

HWF AND GARBAGE

FRONT ELEVATION

2

SCALE

1:100

A-12

FLOOR PLAN

1

SCALE

1:100

GEN SET

FLOOR PLAN

SCALE

1:15

A-12

RAILING SPOT

SECTION DETAIL

11

SCALE

1:15

A-12

PWD ICON

PLAN DETAIL

10

SCALE

A-12

PWD RAMP-02

FLOOR PLAN

8

SCALE

1:20

A-12

PWD RAMP-02

SIDE VIEW ELEVATION

9

1:20

A-12

5

HWF AND GARBAGE

38mm Ø SS PIPEHANDRAIL

20mm Ø SS PIPE

STAINLESS STEEL CAP

150MM HIGHCONCRETE LEDGE

GAUGE 24 LONGSPAN G.I.

ROOFING

38MM Ø PIPE FRAMING WITHCYCLONE WIRE FENCE/GATE AT1.2MM-5MM Ø THK. WITH 50MMOPENING, WELDED ON FLAT BAR

GAUGE 24 LONGSPAN G.I.

ROOFING

38MM Ø PIPE FRAMING WITHCYCLONE WIRE FENCE/GATE AT1.2MM-5MM Ø THK. WITH 50MMOPENING, WELDED ON FLAT BAR

GAUGE 24 LONGSPAN G.I.

ROOFING

38MM Ø PIPE FRAMING WITHCYCLONE WIRE FENCE/GATE AT1.2MM-5MM Ø THK. WITH 50MMOPENING, WELDED ON FLAT BAR

GA.#24 LONGSPAN COLOR

GREEN RIB TYPE ROOFING

GA.#24 STAINLESS STEEL SHEET

GUTTER

38MM Ø PIPE FRAMING WITH

CYCLONE WIRE FENCE/GATE AT

1.2MM-5MM Ø THK. WITH 50MM

OPENING, WELDED ON FLAT BAR

EPOXY GREY SKIRT BASE PAINT

GA.#24 LONGSPAN COLOR

GREEN RIB TYPE ROOFING

GA.#24 STAINLESS STEEL SHEET

GUTTER

38MM Ø PIPE FRAMING WITH

CYCLONE WIRE FENCE/GATE AT

1.2MM-5MM Ø THK. WITH 50MM

OPENING, WELDED ON FLAT BAR

EPOXY GREY SKIRT BASE PAINT