table of contents department of public...

8.54

6.02

1.701.50

2.78

20.87

2.24

T R A I N I N G H A L L 0 2T R A I N I N G H A L L 0 1

STO.KITCHEN

A U D I OR O O M

MO

VA

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S T A I R W A Y MAIN ENTRY

P O R C H R A M PR A M P

W A L K W A Y W A L K W A Y

C A N O P Y L I N E

C A N O P Y L I N EC A N O P Y L I N E

C A N O P Y L I N E

C A N O P Y L I N E

CA

NO

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CA

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CA

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O F F I C EA R E A

INFORMATIONDESK

WAIT ING AREA

H A L L W A Y

TOILET AREA(MALE)

PRO

JEC

TOR

SCRE

EN

PRO

JEC

TOR

SCRE

EN

UP L O U N G E

TOILET AREA(FEMALE)

G U A R DH O U S E

CO

VE

RE

D

WA

LK

WA

Y

PE

RI

ME

TE

R

FE

NC

E

DR

IV

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WA

Y

P E R I M E T E R F E N C E

M A I N R O A D

M A I N E N T R Y

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE BUILDING OFFICIAL

DISTRICT/CITY/MUNICIPALITY

LAND USE AND ZONING

LINE AND GRADE

ARCHITECTURAL

STRUCTURAL

SANITARY/PLUMBING

ELECTRICAL

MECHANICAL

THE SITE

VICINITY MAP

N O T D R A W N T O S C A L EA

N

SITE DEVELOPMENT PLAN

A

SCALE: 1:150mts.

TABLE OF CONTENTS

SHT. NO. CONTENTS

A R C H I T E C T U R A L

PERSPECTIVE

N O T D R A W N T O S C A L E

A

VICINITY MAPSITE DEVELOPMENT PLANPERSPECTIVE

A1

GROUND FLOOR PLANREFLECTED CEILING PLAN

S T R U C T U R A L

E L E C T R I C A L

N O T H I N G F O L L O W S

A2 FRONT, & REAR ELEVATION

A3ROOF DECK PLANRIGHT & LEFT-SIDE ELEVATIONS

CROSS SECTIONSCHEDULE OF DOORS & WINDOWS

LONGITUDINAL SECTION

S1FOUNDATION PLANDECK FRAMING PLAN

TYP. 2-WAY SLAB DETAIL

TYP. RAMP DETAILSTIFFENER-MASONRY CONNECTION DETAIL

E1

TYP. CEILING DETAIL

S2

STAIRWAY DETAILSPOT DETAILSCHEDULE OF BEAMS, COLUMNS, & FOOTINGS

P L U M B I N G

P1 WASTE DISPOSAL PLUMBING LAYOUTSWATER SUPPLY PLUMBING LAYOUTS

LIGHTING OUTLET LAYOUTCONVENIENCE OUTLET LAYOUT

GENERAL NOTES

ELECTRICAL LOAD SCHEDULEPANEL BOARD DIAGRAM

ELECTRICAL SYMBOLS

SHEET NO:

LOCATION: GOVERNMENT CENTER, PALO, LEYTE

"CONSTRUCTION OF CSC RO-VIII HUMAN

RESOURCE TRAINING CENTER PHASE-01"

SIGN & SEALED:

DATE:

PTR NO: 7563565

A R C H I T E C T

SHEET CONTENT:PROJECT TITLE:APPROVED BY:

REGIONAL DIRECTOR - CSC VIII

VICTORIA F. ESBER

A

1

1

10

Ar. ANDREW JETHRO A. TUMABIENE,uap

PRC NO: 0034472

DATE: 07-18-18

TIN NO: 472-435-260

PERSPECTIVE

SITE DEVELOPMENT PLAN

VICINITY MAP

T

OWNER:

TUMABIENE DESIGN | ARCHITECTURE" D E S I G N I N G D U R A B I L I T Y I N A E S T H E T I C "

TEMPORARY PENTHOUSE DETAILBLOW-UP TOILET DETAIL (MALE)A4LAVATORY COUNTER DETAILBLOW-UP TOILET DETAIL (FEMALE)

TYP. RAILING DETAILWF-01 DETAIL

TYP. COLUMN DETAIL

TYP. BEAM DETAILCONC. CANOPY DETAIL

P2WASTE DISPOSAL ISOMETRIC VIEW

CATCH BASIN DETAILSEPTIC VAULT DETAIL

P3WATER SUPPLY ISOMETRIC VIEW

MATERIAL SPECIFICATIONS

GENERAL NOTESLEGEND

REVIEWED BY: RECOMMENDING APPROVAL:

SUPERVISING HR SPECIALIST

RESIDENT PROJECT COORDINATOR/IMPLEMENTOR

ARIEL M. JAVIER

A B' C' D EB C

4.45

0.45

4.00

0.20

1.80

0.50

1.50

0.70

NATURAL GRADE LINE0

450FIN. FLOOR LINE

4450ROOF DECK LINE

0.80

4.20

3.00

1.20

P O R C H( E L E V . ±0 . 4 0 m )

R O O F D E C K A R E A

PLASTER FINISH w/ HOR. GROOVESspaced @ 0.30m STAGGERED

STONE CLADDING WALL FINISH

TEMPORARY PENTHOUSE FORSTAIRWAY

ROOF DECK SLAB MIXED w/WATERPROOFING COMPOUND

CONCRETE CANOPY 01 RECESSED PLASTER FINISH w/ HOR.GROOVES spaced @ 0.30mSTAGGERED

CONC. CANOPY

7050APEX LINE

F F

2.60

B AL C ON Y L I N E


BALC

ON

Y L

INE

CA

NO

PY

LIN

E

BALC

ON

Y L

INE

LEGEND:

CL-01- DROP CEILING 70cm SUSPENDED FROM BOT. OF SLAB w/ 14" THK. MARINE PLYWOOD ON A 2" X 2" CEILING JOIST spaced@ 40cm O.C BOTH WAYS & 2" WD. CORNICE ALL AROUND.

CL-02- DROP CEILING 90cm SUSPENDED FROM BOT. OF SLAB w/ 14" THK. MARINE PLYWOOD ON A 2" X 2" CEILING JOIST spaced@ 40cm O.C BOTH WAYS & 2" WD. CORNICE ALL AROUND.

CL-03- DROP CEILING, ALIGNED TO BEAM w/ 14" THK. MARINE PLYWOOD ON A 2" X 2" CEILING JOIST spaced @ 40cm O.C BOTHWAYS & 2" WD. CORNICE ALL AROUND.

CL-04- FLAT CEILING - PLASTERED BOT. OF SLAB FINISH.

PL

PL PL PL

PLPL PL

PLPL

DLDL

DL

DL

DL DL

DL DL

C A N O P Y L I N E

C A N O P Y L I N EC A N O P Y L I N E C A N O P Y L I N E

CA

NO

PY

LIN

E

17.675.06 3.77 3.72 5.11

3.58 1.49 1.78 3.34

13.30

6.75

6.55

1.48

2.85

2.23

13.00

6.75

6.25

1.98

1.35

2.92

17.673.30 4.42 4.84 5.11

2.58 2.53

A B' C' D EB C

1

2

3

CL-03

CL-03

CL-01

CL-01

CL-03

CL-01

CL-02CL-02

CL-02 CL-02

CL-02

CL-04

CL-04

S T A I R W A Y

CM CM CM CM

CM CM

CM

1.50 1.8

0

2.40

2.40

CL-01 CL-01 CL-01

CL-01 CL-01 CL-01 CL-01

CL-03

CL-03

CL-04

CL-04

SECCROSS

SECLONG

PLAN

SECTION

0.40

0.40

0.400.40

*VAR

IES

TOP OF SLAB/BEAM

BOT. OF CEILING

CONC. SLAB

2"x2" HANGER2"x2" CEILING JOISTspaced @ 40cm O.Cboth ways

14" thick MARINE PLYWOOD w/2" WD CORNICE ALL AROUND

2"x2" CEILING JOISTspaced @ 40cm O.Cboth ways

4.45

0.45

4.00

0.60

3.40

6.001.50 0.80

6.001.50

0.50

AB'C'DE BC

NATURAL GRADE LINE0

450FIN. FLOOR LINE

4450ROOF DECK LINER O O F D E C K A R E A



P L A N T B O X P L A N T B O X


7050APEX LINE

2.60

T R A I N I N G H A L L 0 2T R A I N I N G H A L L 0 1

STO.KITCHEN

A U D I OR O O M

MO

VA

BL

E

PA

RT

IT

IO

N

S T A I R W A Y MAIN ENTRY

P O R C H R A M P

P L A N T B O X

R A M P

P L A N T B O X P L A N T B O X P L A N T B O XP L A N T B O X

W A L K W A Y W A L K W A Y

1.50

1.50

C A N O P Y L I N E


C A N O P Y L I N E

C A N O P Y L I N E

CA

NO

PY

LIN

E

1.20

2.40

CA

NO

PY

LIN

E

CA

NO

PY

LIN

E

O F F I C EA R E A

INFORMATIONDESK

WAIT ING AREA

H A L L W A Y

TOILET AREA(MALE)

TOILET AREA(FEMALE)

PRO

JEC

TOR

SCRE

EN

PRO

JEC

TOR

SCRE

EN

1.50

UP

17.675.06 3.77 3.72 5.11

L O U N G E

3.58 1.49 1.78 3.34

13.30

6.75

6.55

1.48

2.85

2.23

13.00

6.75

6.25

1.98

1.35

2.92

1.20

17.673.30 4.20 5.06 5.11

2.58 2.53

A B' C' D EB C

1

2

3

60x60cm FLOOR TILESGLAZED (WHITE)



60x60cm FLOOR TILESTEXTURED

SECCROSS

SECLONG

1.20

0.801.5

0

60x60cm FLOOR TILESTEXTURED

SEE RAMP RAILINGDETAILS

ACCORDION TYPEMOVABLE PARTITION(SOUND PROOF)

40x40cm FLOOR TILESSEMI-GLAZED

SEE STAIR RAILINGDETAILS

2.22

0.72

1.50

2.521.8

00.7

2

3.00

GROUND FLOOR PLAN

SCALE:A

1:100mts.

A

2

2

10

GROUND FLOOR PLAN

REFLECTED CEILING PLAN

FRONT ELEVATION

REAR ELEVATION

TYP. CEILING DETAIL

REFLECTED CEILING PLAN

SCALE:A

1:100mts.

F R O N T E L E V A T I O N

SCALE:A

1:100mts.

R E A R E L E V A T I O N

SCALE:A

1:100mts.

G R O U N D F L O O R

TYP. CEILING DETAIL

SCALE:A

1:20mts.

F:\INSTITUTIONAL - CIVIL SERVICE COMMISSION\JPEG\unnamed.jpg

SHEET NO:




SIGN & SEALED:

DATE:

PTR NO: 7563565

A R C H I T E C T



VICTORIA F. ESBER


PRC NO: 0034472

DATE: 07-18-18

TIN NO: 472-435-260

T

OWNER: REVIEWED BY: RECOMMENDING APPROVAL:



ARIEL M. JAVIER

F F

F FF F

DOOR 01

TYPE

QTY LOC

2.50m x 3.60m ALUMINUM FRAMEDOUBLE GLASS DOOR with FIXEDGLASS1-SET(S)REFER TO PLANS & ELEVATIONS

FIN. FLR. LINE

2.50

0.40

2.10

0.20

1.90

0.40

1.500.70 0.70

2.103.60

DOOR 03

TYPE

QTY LOC

2.10m x 0.90m ALUMINUM FRAMEGLASS DOOR3-SET(S)

FIN. FLR. LINE

2.10

0.900.80

REFER TO PLANS & ELEVATIONS

DOOR 04

TYPE

QTY LOC

2.10m x 0.80m ALUMINUM FRAMEGLASS DOOR3-SET(S)

2.10

0.800.70


FIN. FLR. LINE

DOOR 05

TYPE

QTY LOC

2.10m x 0.70m PANEL DOOR w/ACCESSORIES3-SET(S)

FIN. FLR. LINE

2.10

0.800.70


DOOR 06

TYPE QTY LOC

1.55m x 0.60m FLUSH DOOR2-SET(S)

FIN. FLR. LINE

0.20

0.700.60

1.75 1.5

5


DOOR 02

TYPE

QTY LOC

2.10m x 1.50m DOUBLE FLUSH 1/4LITE DOOR w/ ACCESSORIES2-SET(S)REFER TO PLAN

FIN. FLR. LINE

2.10

1.500.70 0.70

WINDOW 01

TYPE

QTY LOC

1.60m x 3.00m ALUMINUM FRAMESLIDING WINDOW w/ FIXED GLASS1-SET(S)

FIN. FLR. LINE

F F F F F

WINDOW 02

TYPE

QTY LOC

1.60m x 2.40m ALUMINUM FRAMESLIDING WINDOW w/ FIXED GLASS

FIN. FLR. LINE

F F F F

2.50

0.90

1.20

3.00EQ

0.40

EQ EQEQEQ

2.50

0.90

1.20

2.40EQ

0.40

EQ EQEQ

REFER TO PLANS & ELEVATIONS REFER TO PLANS & ELEVATIONS4-SET(S)

WINDOW 03

TYPE

QTY LOC

1.60m x 1.80m ALUMINUM FRAMEAWNING WINDOW w/ FIXED GLASS

STAIR LANDING FLR. LINE

REFER TO PLANS & ELEVATIONS1-SET(S)

1.80

0.20

1.20

0.40

1.80EQ EQ

2.10

0.90

1.200.60 0.60

WINDOW 04

TYPE

QTY LOC

1.20m x 1.20m ALUMINUM FRAMESLIDING WINDOW

FIN. FLR. LINE

1.20


2.10

0.90

1.200.60 0.60

WINDOW 05

TYPE

QTY LOC

1.20m x 1.20m ALUMINUM FRAMEFIXED GLASS WINDOW

FIN. FLR. LINE

1.20


F

WINDOW 06

TYPE

QTY LOC

2-SET(S)

FIN. FLR. LINE

0.40m x 1.20m ALUMINUM FRAMEAWNING WINDOW

2.10

1.70

1.200.60 0.60

0.40


F F

4.45

0.45

4.00

0.60

3.40

CL-01CL-02CL-03

TRAINING HALL O1(ELEV. ±0.45m)

AUDIORO O MSTORAGE

STAIRLANDING(ELEV. ±2.00m)

CL-04 CL-04

P O R C H( E L E V . ± 0 . 4 0 m )

ROOF DECK SLAB w/ 3-COATS OFMULTI-HIGH QUALITY WATERPROOFINGR O O F D E C K A R E A

(ELEV. ±4.45m)

1 2 3

4.45

0.45

4.00

0.60

3.40

NATURAL GRADE LINE0

450FIN. FLOOR LINE

4450ROOF DECK LINE

4" WD CONCRETE ZOCALLOWALL AROUND STAIRWELL RIM

0.10

SEE TYP.RAILING DETAIL

7050APEX LINE

2.60

4.45

0.45

4.00

0.50

3.50

1 2 3

P O R C H( E L E V . ± 0 . 4 0 m )


NATURAL GRADE LINE0

450FIN. FLOOR LINE

4450ROOF DECK LINE


1"GROOVE


7050APEX LINE

2.60

A B' C' D EROOF DECK SLAB w/ 3-COATS OFMULTI-HIGH QUALITY WATERPROOFING



R O O F D E C K A R E A(ELEV. ±4.40m) (ELEV. ±4.45m)

4.45

0.45

4.00

0.60

NATURAL GRADE LINE0

450FIN. FLOOR LINE

4450ROOF DECK LINE

3.40

CL-01 CL-01 CL-01 CL-01

CEILING LINE

3.20

(ELEV. ±0.20m)

CL-04

ACCORDION TYPEMOVABLE PARTITION(SOUND PROOF)

CEILING LINE

123

4.45

0.45

4.00

0.60

3.40

NATURAL GRADE LINE0

450FIN. FLOOR LINE

4450ROOF DECK LINE

P O R C H( E L E V . ± 0 . 4 0 m )

PLASTER FINISH w/ HOR. GROOVESspaced @ 0.30m STAGGERED





CONC. CANOPY

7050APEX LINE

2.60

2% SLOPE(MAINTAIN)

2% SLOPE(MAINTAIN)


TEMPORARYPENTHOUSE FORSTAIRWAY

C A N O P Y L I N E

C A N O P Y L I N E

C A N O P Y L I N E

C A N O P Y L I N E

C A N O P Y L I N E


CA

NO

PY

LIN

E

CA

NO

PY

LIN

E

CA

NO

PY

LIN

E

SECCROSS

SECLONG

2% SLOPE(MAINTAIN)

2% SLOPE(MAINTAIN)

2% SLOPE(MAINTAIN)

2% SLOPE(MAINTAIN)

2% SLOPE(MAINTAIN)

2% SLOPE(MAINTAIN)

B A LC O N Y L I N E

BALC

ON

Y L

INE

BALC

ON

Y L

INE

ROOF DECK SLAB w/ 3-COATS OFMULTI-HIGH QUALITY WATERPROOFING

2% S

LOPE

(MAI

NTAI

N)

2% S

LOPE

(MAI

NTAI

N)

17.675.06 3.77 3.72 5.11

3.58 1.49 1.78 3.34

13.30

6.75

6.55

1.48

2.85

2.23

13.00

6.75

6.25

1.98

1.35

2.92

17.673.30 4.42 4.84 5.11

2.58 2.53

A B' C' D EB C

1

2

3

1.50 1.8

0

2.40

2.40

SCHEDULE OF DOORS & WINDOWS

SCALE:A

1:50mts.

RIGHT-SIDE ELEVATION

SCALE:A

1:100mts.

C R O S S S E C T I O N

SCALE:A

1:100mts.


SCALE:A

6 6 1:100mts.

A

3

3

10

ROOF DECK PLAN

RIGHT-SIDE ELEVATION

LEFT-SIDE ELEVATION

SCHEDULE OF DOORS & WINDOWS

CROSS SECTION


R O O F D E C K P L A N

SCALE:A

1:100mts.

LEFT-SIDE ELEVATION

SCALE:A

1:100mts.


SHEET NO:




SIGN & SEALED:

DATE:

PTR NO: 7563565

A R C H I T E C T



VICTORIA F. ESBER


PRC NO: 0034472

DATE: 07-18-18

TIN NO: 472-435-260

T




ARIEL M. JAVIER

0.80

0.10

0.60

0.10

0.05

0.55

0.600.08

0.15 0.30

0.080.45

4" GRANITE TILES (GLAZED)BACK SPLASH

STAINLESS STEEL FAUCET

STAINLESS STEEL DRAIN

60x60cm GRANITE TILESCOUNTER

3"THK COUNTER SLAB w/10mmØ RSB spaced @ 0.20mO.C. both ways & WATERPROOFING COMPOUND

STAINLESS STEEL CABINETHANDLE

2"Ø PVC DRAINAGE PIPE2"Ø PVC P-TRAP

60x60cm TILES

0.08

3" DEPTH TOE KICK

FINISH FLOOR LINE

S E C T I O N

0.90

0.10

0.80

0.10

0.60

0.10

0.05

0.55

*VARIES

0.14

0.55

0.45

0.60

FINISH FLOOR LINE

E L E V A T I O N

4" GRANITE TILES (GLAZED)BACK SPLASH

STAINLESS STEEL FAUCET

60x60cm GRANITE TILESCOUNTER

L A V A T O R Y

CA

BI

NE

T

L A V A T O R Y

C A B I N E T S

T O E K I C K B O A R D

2 - 45x50cm CABINET DOORw/ COMPLETE ACCESSORIES

34"THK MARINE PLYWOOD

0.10

L/2 L/2

WATER CLOSET

8"x16"x4" CHB w/ 1" PLASTER BOTH SIDES

8"x1

6"x4

" CHB

w/ 1

" PLA

STER

BOT

H SI

DES

8"x1

6"x4

" CHB

w/ 1

" PLA

STER

BOT

H SI

DES

PA

RT

OF

HR

OF

FIC

E A

RE

A

3-LA

YERS

OF

40x4

0cm

VITR

IFIE

DW

ALL T

ILES

SEMI

GLA

ZED

LAVATORY

PA

RT

OF

TO

ILE

T (

FE

MA

LE

)

P A R T O F H A L L W A Y


COLUMN

SEE COUNTER DETAIL

0.15

0.60

0.51

0.51

1.02

0.35

0.38

0.60

0.48

0.48

0.20

0.801.51 0.232.53

2.60

0.84

1.76

TOILET (MALE)ELEV: 1" LOWER FROM FINISH

FLOOR LINE

2"THK CONCRETE WALL w/10mmØ RSB spaced @ 0.20mO . C . b o t h w a y s & 1 " T H KP L A S T E R B O T H S I D E S

2.380.55 1.20 0.63

0.70

0.08

0.25

1.20

0.70

FLR.DRAIN

FLR.DRAIN

WATER CLOSET

8"x16"x4" CHB w/ 1" PLASTER BOTH SIDES

8"x1

6"x4

" CHB

w/ 1

" PLA

STER

BOT

H SI

DES

8"x1

6"x4

" CHB

w/ 1

" PLA

STER

BOT

H SI

DES

3-LA

YERS

OF

40x4

0cm

VITR

IFIE

DW

ALL T

ILES

SEMI

GLA

ZED

LAVATORY

PA

RT

O

F

TO

IL

ET

(

MA

LE

)

P A R T O F H A L L W A Y


COLUMN

SEE COUNTER DETAIL

0.15

0.60

0.51

0.51

1.02

0.35

0.38

0.60

0.48

0.48

0.20

0.801.51

0.232.53

2.60

0.84

1.76

TOILET (FEMALE)ELEV: 1" LOWER FROM FINISH

FLOOR LINE

2"THK CONCRETE WALL w/10mmØ RSB spaced @ 0.20mO . C . b o t h w a y s & 1 " T H KP L A S T E R B O T H S I D E S

2.130.551.200.63

0.70

0.08

0.25

1.20

0.70

FLR.DRAIN

FLR.DRAIN

3.78

4.25

1.490.40

3.45

TR

US

S

1.49 0.40

0.40

0.40

TR

US

S

TR

US

S

2"x3" PURLINS (goodl u m b e r ) s p a c e d @0 . 6 0 M s t a g g e r e d

2 " x 3 " F L Y I N G R A F T E R( g o o d l u m b e r )

R O O F L I N E

RO

OF

L

IN

E

RO

OF

L

IN

E

R O O F L I N E

1.80

1.20

0.60

2.60

0.60 0.70

0 . 7 0 x 1 . 8 0 mFLUSH DOOR

0.60mx1.20m JALOUSIEW I N D O W w / B A R S

ROOF DECK LINE4450

7050APEX LINE

4"CONC. ZOCALLO WALL

3.78

4.25

1.72

R O O F L I N E

RO

OF

L

IN

E

0.40

0.40

S L O P E

S L O P E

1.72

3.78

C O R R U G A T E DG . I . S H E E T G A # 2 6

G A # 2 4 G . I S H E E TR I D G E C A P

1/2"

thk

x 20

cm F

IBER

CE

ME

NT

BO

AR

D

RO

OF

L

IN

E

R O O F L I N E

2.98

3.45

1.041.290.65

3.45

R O O F L I N E

RO

OF

L

IN

E

RO

OF

L

IN

E

R O O F L I N E

2"x3" (good lumber) STUDS& GIRT S spaced @ 0.60mst a g ge r e d w / 1

4 " F I B E RCEMENT BOARD SIDINGo n b o t h s i d e s .

2.60

2.10

0.50

ROOF DECK LINE4450

7050APEX LINE

2"x3" (good lumber) STUDS& GIRTS spaced @ 0.60ms t ag g e r e d w / 1

4 " F I B E RCEMENT BOARD SIDINGo n b o t h s i d e s .

4"CONC. ZOCALLO WALL

A

4

4

10

TEMPORARY PENTHOUSE DETAIL

BLOW-UP TOILET DETAIL (MALE)

BLOW-UP TOILET DETAIL (FEMALE)

LAVATORY COUNTER DETAIL

TEMPORARY PENTHOUSE DETAIL

SCALE:A

1:50mts.

P L A N R O O F P L A N

S I D E E L E V A T I O N

F RO N T EL E VA T I O N

ROOF FRAMING PLAN

BLOW-UP TOILET DETAIL (MALE)

SCALE:A

1:20mts.

BLOW-UP TOILET DETAIL (FEMALE)

SCALE:A

1:20mts.

L A V A T O R Y C O U N T E R D E T A I L

SCALE:A

1:50mts.


SHEET NO:




SIGN & SEALED:

DATE:

PTR NO: 7563565

A R C H I T E C T



VICTORIA F. ESBER


PRC NO: 0034472

DATE: 07-18-18

TIN NO: 472-435-260

T




ARIEL M. JAVIER

ELEV.=0.45M ELEV.=0.45M

ELEV.=0.45M

ELEV.=0.45M

ELEV.=0.40M

ELEV.=0.40M

ELEV.=0.45M

ELEV.=0.45MELEV.=0.45M

ELEV.=0.425M ELEV.=0.425M

ELEV.=0.40MELEV.=0.40M

ELEV.=0.45M

R A M P

P L A N T B O X

R A M P

P L A N T B O X

ELEV.=0.20M ELEV.=0.20M ELEV.=0.20M

C1F1

C1F1

C1F1

C1F1 C1F1 C1F1C1F1C1F1

C1F1

C1F1 C1F1 C1F1 C1F1

TB-01 TB-01 TB-01 TB-01

TB-01TB-01TB-01

TB-01 TB-01 TB-01 TB-01

TB-01TB

-01 TB

-01

TB-0

1

TB-0

1

TB-0

1

TB-0

1

WF-01 WF-01

WF-01WF-01

WF-01

WF-01 WF-01

WF-

01

WF-

01

WF-

01

WF-

01WF-

01

WF-

01

WF-

01

WF-

01

WF-

01

0.125m THK. CONC. SLAB w/10mmØ RSB spaced @0.30m BOTHWAYS

STIFFENER COLUMN

STIFFENER COLUMN

C2F2 C2F2

P L A N T B O X P L A N T B O X

P L A N T B O X

17.675.06 3.77 3.72 5.11

3.58 1.49 1.78 3.34

13.30

6.75

6.55

1.47

1.65

2.23

13.00

6.75

6.25

1.98

1.35

2.92

17.673.30 4.42 4.84 5.11

2.58 2.53

A B' C' D EB C

1

2

3

1.50

2.22

0.72

1.50

2.521.8

00.7

2

3.00

1.20

1.501.50

WF-01

WF-

01 WF-

01

NOTE:- USE GRADE 40 FOR 10mmØ RSB & below.- USE GRADE 50 FOR 12mmØ RSB & above.

ELEV.=4.45M

ELEV.=4.40M

ELEV

.=4.4

0MEL

EV.=

4.40M

ELEV.=4.40M

B AL C ON Y L I N E


BALC

ON

Y L

INE

CA

NO

PY

LIN

E

BALC

ON

Y L

INE


CA

NO

PY

LIN

E

S T A I R W E L L

CA

NO

PY

LIN

E

C A N O P Y L I N E

C A N O P Y L I N E C A N O P Y L I N E

STIFFENER

STIFFENER

NOTE:- PROVIDE 1.00m LENGTH RSB DOWELS

AT COLUMNS, STIFFENERS, STAIRS &WALLS FOR PHASE-II UTILIZATION.

- PROVIDE 4"x4" CONC. ZOCALLO AROUNDTHE RIM OF STAIRWELL OPENINGMONOLITHIC w/ CONCRETE SLAB.

ROOF DECK SLAB w/ 3-COATS OFMULTI-HIGH QUALITY WATERPROOFING

0.20

0.60 0.3

0

0.80

0.80

0.30 0.8

0

0.30

0.30

0.80

17.675.06 3.77 3.72 5.11

2.63 2.44 2.59 2.52

13.30

6.78

6.52

1.45

1.57

3.50

13.00

6.78

6.22

2.05

1.78

4.45

17.673.30 4.40 4.86 5.11

2.58 2.53

A B' C' D EB C

1

2

3

2.40

1.48 2.30 1.27 2.46

1.28

1.35

1.35

0.18

2.62

1.27 3.60

4.72

FB-01 FB-01 FB-01 FB-01

FB-01 FB-01 FB-01 FB-01

FB-01 FB-01 FB-01

FB-0

1FB

-01

FB-0

1

FB-02

FB-02

FB-02

FB-0

2FB

-02

FB-02

CB-0

2

CB-0

2CB

-01

CB-0

1

CB-02

CB-02

CB-02

CB-02

FB-0

1

FB-0

1FB

-01

FB-0

1FB

-01

FB-0

1FB

-01

FB-0

1

FB-0

1FB

-01

FB-0

1FB

-01

FB-0

1FB

-01

FB-0

1FB

-01

FB-02 FB-02 FB-02

FB-02 FB-02 FB-02 FB-02

NOTE:- USE GRADE 40 FOR 10mmØ RSB & below.- USE GRADE 50 FOR 12mmØ RSB & above.

0.15

0.20

*VAR

IES

*VARIES

COMPACTED EARTH FILL

0.10M thk CONC. RAMP w/- 12" GROOVES spaced @ 0.10m O.C.- 10MM Ø RSB SPACED AT 0.25m O.C BOTH WAYS

0.10m thick GRAVEL BED (COMPACTED)

NGL

0.10

0.70 0.9

0

0.20

2" Ø STAINLESS STEEL RAILINGS

112" Ø STAINLESS STEEL

BALUSTER spaced @ 0.60m O.C.

40

X

B

AR

Ø

TT

PASSING THROUGH COLUMN

T

CHB REINFORCEMENT

MUST BE CONTINUOUS


40 X BAR Ø

40

X

B

AR

Ø

T

T

NOTES: "T" DENOTES

T

CHB REINFORCEMENT

MUST BE CONTINUOUS

40

XB

AR

Ø

T

THICKNESS OF CHB

MUST BE CONTINUOUS


CHB REINFORCEMENT

40 X BAR Ø

T

STIFFENER COLUMNS

SHALL USE Ø12mm MAIN

BARS W/ Ø10mm TIES

T T

0.30m

BEAMS SHALL BE MADE TO

ALL CHB AT EVERY 2.0m SPAN

STIFFENER COLUMNS OR

OF MASONRY VERTICALLY AND

HORIZONTALLY.

CHB REINFORCEMENT

MUST BE CONTINUOUS


L/4 L/4

*VARIES (L)

L/2

12mmØ BOT. BARS spaced @0.25m O.C bothways

12mmØ BENT BARS spaced@ 0.25m M.O.C

12mmØ CUT BARS spaced @0.25m M.O.C (IN BETWEENBENT BARS)

L/4L/4

*VAR

IES

(L)

L/2

10mmØ TOP BARS spaced @0.25m O.C bothways

0.125

TOP REINFORCEMENT

BOT. REINFORCEMENT

TOP REINFORCEMENT

BOT. REINFORCEMENT

SECTION

PLAN

NOTE:- USE GRADE 40 FOR

10mmØ RSB & below.- USE GRADE 50 FOR

12mmØ RSB & above.

S

5

1

10

FOUNDATION PLAN

DECK FRAMING PLAN

TYP. RAMP DETAIL

STIFFENER-MASONRY CONNECTION

DETAIL

TYP. 2-WAY SLAB DETAIL

STIFFENER-MASONRY CONNECTION DETAIL

SCALE:S

1:25mts.

T Y P . R A M P D E T A I L

SCALE:S

1:25mts.TYP. 2-WAY SLAB DETAIL

SCALE:S

1:25mts.

F O UND AT I ON P L AN

SCALE:S

1:100mts.DECK FRAMING PLAN

SCALE:S

1:100mts.


SHEET NO:




SIGN & SEALED:SHEET CONTENT:PROJECT TITLE:

APPROVED BY:


VICTORIA F. ESBER

T




ARIEL M. JAVIER

PRC NO: 0140417

DATE: 02-07-18

DATE:

PTR NO: 7593901 TIN NO: 430-530-215

STRUCTURAL / CIVIL ENGINEER

Engr. JAIME C. SALAZAR Jr.

SECTION

L/4

TOP BARS

BOT. BARS

*VARIES (L)

L/4

COLUMN COLUMN

CUT BARS

@ SUPPORT @ MID SPAN

NOTE:- BEAM REINFORCEMENTS MUST BE CONTINUOUS PASSING

THROUGH COLUMN or OTHER BEAM.- USE GRADE 40 FOR 10mmØ RSB & below.- USE GRADE 50 FOR 12mmØ RSB & above.

L/5 L/5

@ SUPPORT @ MID SPAN

DIAGRAM

MAIN REINF.

C1 C2 STIFFINER

S C H E D U L E O F C O L U M N S :

COLUMN

12-20mmØ 10-20mmØ 3-12mmØ

TIES(SIZE & SPACING)

SECONDARY TIES YES YES -

S C H E D U L E O F F O O T I N G S :

FOOTING

10mmØ spaced @ 0.15m

X (mm) Y (mm) THICKNESS(mm)

DEPTH(mm)

REIN. @ X

F2 1700 3700 350 3000 19-20mmØ spaced equallyO.C.

9-20mmØ spaced equallyO.C.

REIN. @ Y REMARKS

ISOLATED FOOTING

DIAGRAM

REIN. @ SUPPORT

TB1 FB1

S C H E D U L E O F B E A M S :

BEAM

5-16mmØ

TIES(SIZE & SPACING)

10mmØ spaced @ 3-0.05m,3-0.10m, 3-0.15m, rest @

0.20m.

0.45

0.45

REIN. @ MIDSPAN

3-16mmØ2-16mmØ2-16mmØ2-16mmØ2-16mmØ

0.25

0.375

0.30

0.30

0.10

0.25

FB2

10mmØ spaced @ 2-0.05m,2-0.10m, 2-0.15m, 2-0.20m,

rest @ 0.25

10mmØ spaced @ 2-0.05m,2-0.10m, 2-0.15m, 2-0.20m,

2-0.25m, rest @ 0.30m.


0.20m.

0.30

0.60

10mmØ spaced @ 3-0.05m,3-0.10m, rest @ 0.15m.

8-20mmØ4-20mmØ

0.30

0.70

F1 2500 2500 350 3000 12-20mmØ spaced equallyO.C.

12-20mmØ spaced equallyO.C.

ISOLATED FOOTING

8-20mmØ4-20mmØ

5-16mmØ3-16mmØ

5-16mmØ3-16mmØ

0.25

0.375

CB2CB1

5-16mmØ3-16mmØ

0.25

0.50


0.20m.

10mmØ spaced @ 3-0.05m,3-0.10m, rest @ 0.15m.

5-16mmØ3-16mmØ

5-16mmØ3-16mmØ

X

Y

PLAN

SECTION

DEPT

H *VAR

IES

THK

COLUMN

"Y" REINFORCEMENT

REINFORCEMENT"X" & "Y"

MAIN REINFORCEMENT

NATURAL GRADE LINE

2" THK. GRAVEL BED

"X" REINFORCEMENT

TB-01

0.40

*VARIES

0.10

CONC. CANOPY w/10mmØ RSB spaced @

0.12m O.C both ways

0.05 0.20

1"thick PLASTER

0.10mX0.20m LINTEL BEAMw/ 12mmØ MAIN RSB &10mmØ HOOK [email protected]. O.C (ALTERNATE)

1" DRIP MOULD

4" thick CHB WALL

0.10

0.15

1 % S L O P E

SECTION

NOTE: CANOPYREINFORCEMENTS MUSTBE CONTINUOUS PASSINGTHROUGH BEAM/TIE-BEAM

0.05

0.12

0.125m thk CONC.SLABCLASS-A CONC. MIX w/ 10mmØ TEMP.BARS spcd @ 30cm O.C bothways

0.300.15

0.15m x 0.30m WALL FOOTINGw/ 3-12mmØ BASE BARS &10mmØ HOOK BARS spcd @30cm O.C

6" thk CHB WALLw/ 10mmØ VERTICAL BARS spcd

@ 60cm O.C & 10mmØ HOR. BARSspcd EVERY 3 LAYERS OF CHB

6" thk CHB WALLw/ 10mmØ VERTICAL BARS spcd

@ 60cm O.C & 10mmØ HOR. BARSspcd EVERY 3 LAYERS OF CHB

0.15m x 0.30m WALL FOOTINGw/ 3-12mmØ BASE BARS &10mmØ HOOK BARS spcd @30cm O.C

0.55 0.4

00.1

50.1

5

0.15M THK GRAVEL BED

0.10M THK GRAVEL BED

ELEV. *VARIES

NGL

PLAN

SECTION

*VAR

IES

0.90

0.25

0.10

0.56

0.15

0.60 0.60

2"Ø STAINLESS STEEL PIPE RAILING

112 "Ø STAINLESS STEEL PIPE BALUSTER

1"Ø STAINLESS STEEL PIPE HOR. BRACING

ELEV. *VARIES

SECTION ELEVATION

1"Ø STAINLESS STEEL PIPE HOR. BRACING

0.300.30 0.30 0.30

BOLTED w/ FLANGE (STAINLESS)

S T O R A G E A R E A

ROOF DECK SLAB w/ 3-COATSOF MU LTI -H IGH QU ALITYW A T E R P R O O F I N G

SE E T Y P . RA ILI N G DE T .

GROUND FIN. FLR. LINE450

1.90

4.00

2.00

2.00

3.90

F B - 0 1 F B - 0 1

S E E S P O T D E T A I L

44502ND FLOOR LINE

C O N C R E T EEYELASH CANOPY

P O R C H

STAIR LANDING

3850BOT OF BEAM

7050APEX LINE

2.60

2.10

0.50

2.75

1

0.20

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

3.650.40 0.40L/2 L/2

1.80

L/4

1 2 m m Ø T E M P B A R Ss p c d @ 3 0 c m

12mmØ TOP & BOT BARS

1 2 m m Ø N O S I N G B A R Ss p c d a s s h o w n

1/4"thk 16"x16" CERAMICF L O O R T I L E S ( M A T T )

1 " t h k M OR T A R

4-12mmØ BEDBARS

12mmØ HOR. BARS12mmØ VERTICALB A R S

0.84

0.13

0.70

0.20

0.50

GRND. FIN. FLOOR LINE

1

2

3

4

5

100mm thk GRAVELB E D

1 0 m m Ø B E N DB A R S

0.60

0.10

NOTE:SEE TYPICAL RAILING DETAIL FORS T A I R R A I L I N G D E S I G N .EQ

0.30

EQ

EQ

0.40 1.83 1.83 0.40

4.45

0.50

G A # 2 4 G . I S H E E T R I D G E C A P

CORRUGATED G.I SHEET G.A # 26

2"x3" BOT. CHORD (good lumber)

2"x3" TOP CHORD (good lumber)

0.60

1/2" thk x 20cm FIBER CEMENT BOARD

UMBRELLA NAILS w/ GLASS SEALANT

0.60

S

6

2

10

STAIRWAY DETAIL

SPOT DETAIL

SCHEDULE OF BEAMS,COLUMNS,

& FOOTINGS

TYP. COLUMN DETAIL

CONC. CANOPY DETAIL

TYP. BEAM DETAIL

WF-01 DETAIL

TYP. RAILING DETAIL

TRUSS DETAIL

TYP. COLUMN DETAIL

SCALE:S

1:25mts.

T Y P . B E A M D E T A I L

SCALE:S

1:25mts.

CONC. CANOPY DETAIL

SCALE:S

1:10mts.

W F - 0 1 D E T A I L

SCALE:S

1:25mts.

T Y P . R A I L I N G D E T A I L

SCALE:S

1:25mts.

S T A I R W A Y D E T A I L

SCALE:S

1:50mts.

S P O T D E T A I L

SCALE:S

1:25mts.

T R U S S D E T A I L

SCALE:S

1:20mts.


SHEET NO:





APPROVED BY:


VICTORIA F. ESBER

T




ARIEL M. JAVIER

PRC NO: 0140417

DATE: 02-07-18

DATE:

PTR NO: 7593901 TIN NO: 430-530-215

STRUCTURAL / CIVIL ENGINEER

Engr. JAIME C. SALAZAR Jr.

SV

CB

CBCBCB CBCB

CB

CBCB CB

CB

CB

CB

CB

TO MAINDRAINAGE

TO MAINDRAINAGE

TO MAINSEWER LINE

FD

FD

FD

FD

FD

COCO

CO

CO

WC WC

LAV LAV

SINK

SS

SS

SS

SS

WS

WS

WS

WS

WS WS

WS

DS

DS

DS

WSDSWS

4"Ø PVC PLUGROUGHING-IN FOR PHASE-II

4"Ø PVC PLUGROUGHING-IN FOR PHASE-II

NOTE:- USE 4"Ø S1000 PVC PIPE FOR SANITARYLINE, 3"Ø PVC S1000 PIPE FORDRAINAGE LINE, 3/4"Ø uPVC PIPE FORWATER SUPPLY LINE

- SECOND FLOOR PLUMBING LAYOUT ISFOR ROUGHING-INS ONLY.

- ALL EXPOSED ROUGH-IN PIPES MUST BESECURED OR PLUGGED UNTIL PHASE-IIUTILIZATION.

UPDOWN

FDFD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD




COCO

CO

CO

CO

CO

CO

WC

WC

WC

WC

WC

WC

LAV

LAV

LAV

LAV

LAV

SINK

U

SS

SS

SS

SS

WS

WS

WSWS WS

WS

WS

WS DS

WS

DSDS

DS

FD

CV

GV

WMM




RISER

LAV

WC

LAV

WC

SINK

UPDOWN




LAV

LAVF

SHO

FSHO

FSHO

LAV

WC

WC

WC

FSHO

WC

WC

LAV

LAV

WC

FSHO

SINK

RISER

U

P

7

1

10

WASTE DISPOSAL PLUMBING LAYOUT

(GROUND FLOOR)


(ROOF DECK)

WATER SUPPLY PLUMBING LAYOUT

(GROUND FLOOR)


(ROOF DECK)


SCALE:P

1:100mts.

G R O U N D F L O O RWASTE DISPOSAL PLUMBING LAYOUT

SCALE:P

1:100mts.

R O O F D E C K


SCALE:P

1:100mts.

G R O U N D F L O O RWATER SUPPLY PLUMBING LAYOUT

SCALE:P

1:100mts.

R O O F D E C K


SHEET NO:





APPROVED BY:


VICTORIA F. ESBER

T




ARIEL M. JAVIER

DATE:

PTR NO:

SANITARY ENGINEER / MASTER PLUMBER

PRC NO:

DATE:

TIN NO:

SV

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

TO MAINDRAINAGE

TO MAINDRAINAGETO MAIN

SEWER LINE

FD

FD

FD

FD

FD

FD

FD

FD

FDFD

FD

FD

FD

FD

FD

FD

FD

FDFD

FD

FD

CO CO

CO

CO

COCO CO

CO

CO

CO

CO

WC

WC

WC

WC

WC

WC

WC

WC

LAV

SINK

LAV

LAV

LAV

LAV

LAV

SINK

U

SS

SS

SS

SS

SS

SS

SS

SS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

DS

DS

DS

WS

DS

WS

WS

WS

WS

DS

WS

DS

DS

DS

LAV

0.50

0.30

0.10

0.10

0.500.300.10 0.10

8"x16"x4" CHB

4"Ø PVCDRAINAGE PIPE

0.50

0.10

0.30

0.10

0.10

10mmØ HANDLE

3"Ø PVCDOWNSPOUT

8"x16"x4" CHB

3-10mmØ BOT BARS

CONC. COLUMN

4"Ø DRAINAGEPVC PICE

PLAN

SECTION

MANHOLE MANHOLE

DIGESTIVE CHAMBERLEACHING CHAMBER

OUTLET INLET

4"Ø PVC OUTLET PIPE w/ CLEANOUT

4"Ø PVC TEE w/ CLEANOUT

4"Ø PVC INLET PIPE w/ CLEANOUT

P L A N

1.50

0.10

1.30

0.10

0.50

2.50M.

0.70 0.10 1.50 0.10

0.50 0.50

NGL

4"Ø PVC PIPE w/CLEANOUT &SANITARY TEE

D I G E S T I V EC H A M B E R

L E A C H I N GC H A M B E R

AIR

GAP

WATER LEVEL

4" T

HK C

HB w

/ 1" P

LAST

ERIN

G

4" T

HK C

HB w

/ 1" P

LAST

ERIN

G

4" T

HK C

HB w

/ 1" P

LAST

ERIN

G

CHB WALL w/ 10mmØVERT. BARS spaced @0.40m & 10mmØ HOR.BARS spaced @ EVERY2-LAYERS OF CHB.

0.20m THK CONC. SLABw/ 12mmØ RSB spaced@ 0.40m O.C. both ways.

0.10m THK CONC. MANHOLE w/ 6-12mmØRSB spaced @ 0.15m. O.C. both ways.

0.10m THK CONC. SLAB w/ 12mmØRSB spaced @ 0.15m. O.C. both ways.

NGL

C.O. C.O.

OUTLET

0.10

2.90

1.50 1.2

00.1

00.2

0

S E C T I O N

I S O M E T R I C V I E W

N O T D R A W N T O S C A L EP


CATCH BASIN DETAIL

P

SCALE: 1:20mts.

SEPTIC VAULT DETAIL

P

SCALE: 1:25mts.

P

8

2

10


(ISOMETRIC VIEW)

SEPTIC VAULT DETAIL

CATCH BASIN DETAIL


SHEET NO:





APPROVED BY:


VICTORIA F. ESBER

T




ARIEL M. JAVIER

DATE:

PTR NO:


PRC NO:

DATE:

TIN NO:

M

LAVATORY

FLOOR DRAIN

WATER CLOSET

CATCH BASIN

CLEAN OUT

DOWN SPOUT

SOIL STACK

WASTE STACK

STACK VENT

WASTE VENT

VENT THRU ROOF

GATE VALVE

WATER METER

WATER SUPPLY PIPE LINE

WATER WASTE PIPE LINE

SOIL PIPE LINE

VENT LINE

LEGEND:

LAV.

FD.

WC.

CB.

CO.

DS.

SS.

WS.

SV.

WV.

VTR.

WM.

CHECK VALVECV.

GV.

URINALU.

FAUCETF.

SHOWERSHO.

GENERAL NOTES:

1. ALL PLUMBING WORK INDICATED HEREIN SHALL MEET THE PROVISION OFTHE PLUMBING CODE OF THE PHILIPPINES, THE NATIONAL PLUMBING CODE, LOCAL CITY ORDINANCE RULES ANDREGULATIONS.

2. PLUMBING CONTRACTOR TO COORDINATE WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS, AND NOTIFY THECONSULTING ENGINEER OF ANY DISCREPANCY FOUND.

3. ALL PLUMBING PIPES SHALL BE INSTALLED AS INDICATED ON PLANS. ANY RELOCATION REQUIRED FOR PROPEREXECUTION OF OTHER TRADE SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR ENGINEER.

4. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL SITECONDITION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE CONTRACTOR.

5. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESS OTHERWISE SPECIFIED.

6. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

7. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE, TAPPING POINT AND WATER LINE SERVICECONNECTING POINT UNLESS OTHERWISE SPECIFIED.

8. ALL FIXTURES SHALL BE INDIVIDUALLY VENTED.

9. ALL PIPE SIZE AND DIMENSION ARE IN MILLIMETERS, UNLESS OTHERWISE SPECIFIED.

MATERIAL SPECIFICATIONS:

SOLID WASTE PIPE SHALL BE 4" DIA POLYVINYL (PVC) PIPE, SERIES 1000 OR APPROVED EQUAL FITTING SHALL BE PVC WITH SOLVENT CEMENT JOINT TO ASTM D2564

WATER WASTE PIPE SHALL BE 3" DIA PVC PIPE (MAIN LINE) FLOOR DRAIN 3" DIA PVC (BRANCHING) LAVATORY 2" DIA PVC (BRANCHING) SINK 2" DIA PVC (BRANCHING)

STORM DRAIN SHALL BE 12 " AND 8" DIA RCPC MAIN AND 6" DIA BRANCHING AND 4" DIA FOR ENDLINES

VENT PIPE SHALL BE POLYVINYL (PVC) PIPE, SERIES 900 OR APPROVED EQUAL. FITTINGSHALL BE PVC WITH SOLVENT CEMENTJOINT TO ASTM D2564

WATER LINE SHALL BE uPVC

WATER METER WATER METER SHALL BE "ARAD", ASAHI" BRAND OR APPROVED EQUAL.

CVGV

WMM

LAVLAV

F

SHOF

SHO

F

SHOLAV

WC

WC

WC

F

SHO

WC

WC

LAV

LAVWC

F

SHO

SINK

RISER

RISER

LAV

WC

LAV

WC

SINK

U

P

9

3

10


(ISOMETRIC VIEW)

GENERAL NOTES

LEGEND

MATERIAL SPECIFICATIONS

I S O M E T R I C V I E W

N O T D R A W N T O S C A L EP



SHEET NO:




SIGN & SEALED:

DATE:

PTR NO:




VICTORIA F. ESBER

PRC NO:

DATE:

TIN NO:

T




ARIEL M. JAVIER

PL

PL PL PL

PLPL PL

PLPL

DLDL

DL

DL

DL DL

DL DL

WL WL

WL WL

S1 S1

S1 S1

S1

S1

S1

S3 S3

S1

S3

S1

S1

S2S2 S2

S2

PB1

5

4

3

2

1

CM CM CM CM

CM CM

CM

ACU ACU

ACUACU

ACU

ACU

PB1

6

7

13

9 11

10

8

12

14

UPDOWN

PB2

ACU

ACU ACU

ACU

ACU

NOTE:- SECOND FLOOR CONVENIENCE OUTLET

LAYOUT IS FOR ROUGHING-INS ONLY.- ALL EXPOSED ROUGH-IN PIPES MUST BE

SECURED OR PLUGGED UNTIL PHASE-IIUTILIZATION.

PANEL BOARD

POWER SERVICE ENTRANCE

M KILOWATT HOUR METER

CIRCUIT BREAKER

GROUND

1 CIRCUIT HOME RUN

S2 2-GANG SWITCH

S3 3-GANG SWITCH

ELECTRICAL SYMBOLS:

CIRCUIT HOME RUN LINE

CONVENIENCE OUTLET LINE

PL

DL

S1 1-GANG SWITCH

6"Ø PIN LIGHT

6"Ø CEILING MOUNTED DOWN LIGHT

DOUBLE LED TROFFER LIGHTING (FLUSH)

COMPACT FLUORESCENT LAMP SCREW-IN

SWITCH LINE

TTB TERMINAL BLOCK (TELEPHONE TERMINAL BLOCKWITH COVER)

AIR CONDITIONING UNITACU

WEATHER PROOF OUTLETWP

DUPLEX CONVENIENCE OUTLET

WL UP/DOWN WALL LIGHT (WARM WHITE)

DOUBLE LED TROFFER LIGHTING (CEILING MOUNTED)

SINGLE LED TROFFER LIGHTING (FLUSH)

SINGLE LED TROFFER LIGHTING (CEILING MOUNTED)

CM

CM

GENERAL NOTES:1. ALL ELECTRICAL WORKS HEREIN SHALL COMPLY WITH THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE, THE RULESAND REGULATIONS OF THE LOCAL UTILITY COMPANY AND THE LAWS AND ORDINANCES OF THE LOCAL ENFORCING AUTHORITIESCONCERNED.THE ELECTRICAL WORKS SHALL BE UNDER THE IMMEDIATE SUPERVISION OF COMPETENT DULY LICENSEDELECTRICAL ENGINEER.

2. POWER SERVICE ENTRANCE VOLTAGE SHALL BE 220 VOLTS, 60 Hz, 1Ø,3W AS SHOWN ON THE DRAWING.

3. MINIMUM SIZE OF CONDUCTOR AND CONDUIT TO BE USED SHALL BE3.5mm TYPE 'TW' STRANDED AND 15mm INTERNALDIAMETER, RESPECTIVELY.

4. WIRING LAYOUT ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL WIRE THE SYSTEM TO ATTAIN ITS INTENDED FUNCTION EVENWIRES ARE NOT INDICATED ON PLANS.

5. ALL SERVICE ENTRANCE EQUIPMENT, SWITCHES, PANEL BOARDS, LIGHTING FIXTURES AND ALL NON-CURRENT CARRYINGMETAL PARTS SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE PHILIPPINE ELECTRICALCODE.

6. SERVICE ENTRANCE CONDUIT SHALL BE IN RIGID STEEL CONDUIT.

7. UNLESS OTHERWISE SPECIFIED, PULL BOXES OR JUNCTION BOXES SHALL BE PROVIDED WHENEVER REQUIRED ANDNECESSARY, ALTHOUGH SUCH BOXES ARE NOT INDICATED ON PLANS.

8. USE BOLT-ON TYPE CIRCUIT BREAKERS.

9. WIRING LAYOUT IN GENERAL SHALL BE IN POLYVINYL CHLORIDE CONDUIT (PVC) SCH. 40 HIGH IMPACT TYPE.

10. ALL WIRING DEVICES ARE APPROXIMATE LOCATION ONLY, ACTUAL SETTING CAN BE MOVED WITHIN 3.0 METERS WITHOUTADDITIONAL COST TO THE OWNER.

11. THE CONTRACTOR SHALL CONDUCT MEAGER TEST ON ALL WIRES.

3-30 mm² THHN WIREIN 32mmɸ RSC/PVC

CONDUIT PIPE

SERVICEENTRANCE

M

GROUND LINE

3 4

21L.O.15A

15A 15A

L.O.

L.O.

L.O.

100A

PB2

5 6

15AC.O.

7 8

20AC.O.

9 10

30AACU

ACU ACU

SPARE SPARE

ACU

C.O.

12

16

11

15

15A

20A

30A

30A 30A

1413ACU ACU30A 30A

L.O.20A

7

WATTS

LIGHTING OUTLET

VOLTS AMPS CIRCUITBREAKER

SIZE OF WIRE

220 15A

L.O.

3.18

TOTAL LOAD: 16,260W/220V = 73.91A

2 - 2.0 mm²Ø THHN STRANDED WIRE

C.O.

220

PB-01 ELECTRICAL LOAD SCHEDULE:

SIZE OF CONDUITCIRCUITNO.

1

3

2

TOTAL:

5

4

6

LOAD DESCRIPTION

LIGHTING OUTLET 9

11

700W

900W

1100W

2 - 2.0 mm²Ø THHN STRANDED WIRE15A

16,2602845 73.91

WIRE:3-30 mm² THHN WIRE IN 32mmɸ RSC/PVC CONDUIT PIPEBREAKER: 220V, 100A CIRCUIT BREAKER

15mm Ø. PVC

15mm Ø. PVC

4.09

5.00

8

7

10

9

1

1440W

20mm Ø. PVC

1

6.55

20mm Ø. PVC

20mm Ø. PVC2 - 3.5 mm²Ø THHN STRANDED WIRE

2 - 3.5 mm²Ø THHN STRANDED WIRE

11 1 20mm Ø. PVC2 - 3.5 mm²Ø THHN STRANDED WIRE

16 SPARE

CONVENIENCE OUTLET

LIGHTING OUTLET

1300W

7

8

7 20mm Ø. PVC2 - 3.5 mm²Ø THHN STRANDED WIRE

2 - 2.0 mm²Ø THHN STRANDED WIRE15A 15mm Ø. PVC

5.91 30A

20A

20mm Ø. PVC

1260W 5.73

30A

30A

9 900W 4.09LIGHTING OUTLET 2 - 2.0 mm²Ø THHN STRANDED WIRE15A 15mm Ø. PVC

9 900WLIGHTING OUTLET 2 - 2.0 mm²Ø THHN STRANDED WIRE15A 15mm Ø. PVC

12 1 20mm Ø. PVC2 - 3.5 mm²Ø THHN STRANDED WIRE30A



15 SPARE

CONVENIENCE OUTLET

CONVENIENCE OUTLET

AIR CONDITIONING UNIT






1300W 5.91

1300W 5.91

1300W 5.91

1300W 5.91

1300W 5.91

1260W 5.73



4.09

E

10

1

10

LIGHTING OUTLET LAYOUT

CONVENIENCE OUTLET LAYOUTS

PANEL BOARD DIAGRAM

GENERAL NOTES

ELECTRICAL SYMBOLS

ELECTRICAL LOAD SCHEDULE

L I G H T I N G O U T L E T L A Y O U T

SCALE:E

1:100mts.

G R O U N D F L O O RC O N V E N I E N C E O U T L E T L A Y O U T

SCALE:E

1:100mts.

R O O F D E C K

C O N V E N I E N C E O U T L E T L A Y O U T

SCALE:E

1:100mts.

G R O U N D F L O O RPANEL BOARD DIAGRAM

N O T D R A W N T O S C A L EE

4 4


SHEET NO:





APPROVED BY:


VICTORIA F. ESBER

T




ARIEL M. JAVIER

DATE:

PTR NO:

PROFESSIONAL ELECTRICAL ENGINEER

PRC NO:

DATE:

TIN NO:

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