CONSTRUCTION OF MALINAO MUNICIPAL POLICE STATION …

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VI

FORT SAN PEDRO, ILOILO CITY

PREPARED BY:

DATE:

PMAJ. DENNIS T. CHIO

POLICE MAJOR

CHIEF, INFRASTRUCTURE SECTION

PNP REGIONAL ENGINEERING UNIT 6

SUBMITTED BY: REVIEWED: RECOMMENDING APPROVAL:

DATE:

PLTCOL. ALGEN A. TABA

ACTING CHIEF, REGIONAL ENGINEERING

UNIT 6

MARILOU G. ZAMORA

OIC-CHIEF PLANNING AND DESIGN DIVISION

JOSE AL V. FRUTO, CES E

OIC-ASSISTANT REGIONAL DIRECTOR

LEA N. DELFINADO, CESO III

REGIONAL DIRECTOR

PBGEN. RENE P. PAMUPUSAN

REGIONAL DIRECTOR, PRO6

DATE: DATE: DATE: DATE:

APPROVED:

CONSTRUCTION OF MALINAO MUNICIPAL

POLICE STATION BUILDING, MALINAO,

AKLAN

LOCATION : BARANGAY POBLACION, MALINAO, AKLAN



REGION VI, WESTERN VISAYAS

FORT SAN PEDRO ILOILO CITY

PREPARED BY:

DATE :

LOCATION : MUNICIPALITY OF MALINAO, AKLAN

CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN

24

PERSPECTIVE VIEWSITE DEVELOPMENT PLANVICINITY MAPTABLE OF CONTENTS

POLICE MAJORCHIEF, INFRASTRUCTURE SECTION


IMPLEMENTING AGENCY:

241


OFFICE OF THE BUILDING OFFICIAL

D P W H

MUNICIPALITY OF ANTIQUE

LAND USE AND ZONING

LINE AND GRADE

ARCHITECTURAL

STRUCTURAL

PLUMBING AND SANITARY

ELECTRICAL

MECHANICAL

SHEET CONTENTS SHEET NO. SHEET CONTENTS

242

243

24A/44

245

246

247

248

249

2410

2411

2412

TABLE OF CONTENTS

2413

2414

2415

2421

2422

2423

2424

2417

2418

2419

2420

PERSPECTIVE VIEW

SITE DEVELOPMENT PLAN

VICINITY MAP

TABLE OF CONTENTS

GROUND FLOOR PLAN

SECOND FLOOR PLAN

A R

C

H

I T

E

C

T

U

R

A

L

S T

R

U

C

T

U

R

A

L

ROOFDECK FLR. PLAN

ROOF PLAN

FRONT ELEVATION

RIGHT SIDE ELEVATION

LEFT SIDE ELEVATION

REAR ELEVATION

LONGITUDINAL SECTION

CROSS SECTION

GRND. FLR.-COMMON T&B PLAN

2ND FLR. - COMMON T&B PLAN

BATHROOM SECTION

SCHED. OF DOORS & WINDOWS

BAY SECTION & MOULDING DET'L.

DET'L. OF EVIDENCE CABINET

DET'L. OF LOCKERS

DET'L. OF MANHOLE COVERPLATE

COLUMN CASING DETAIL

COMBAT HOLES DET'L. AT

ROOF-DECK LEVEL; DET'L. OF WALL

PARTITION FOR HOLDING AREA/

DETENTION CELL

TYP'L. GRAB BAR DET'L.; LADDER

RUNG DETAIL; DETAIL OF

CUSTODIAL DETENTION CELL

QSL DETAIL

CONSTRUCTION NOTES

TABLE OF LAP SPLICE & ANCH.

LENGTH

FOUNDATION PLAN

WALL FOOTING DETAIL

SCHEDULE OF COLUMN

DETAIL OF TIE- BEAM

2ND FLR. -FRAMING PLAN

ROOFDECK FRAMING PLAN

ROOF BEAM PLAN

TYP'L. DET'L. SLAB OPENING

SLAB ELEVATION DETAIL

TYP'L. FRAMING PLAN OF 2 WAY SLAB

TYP'L. DETAIL OF BEAM

SCHEDULE OF SLABS

SCHEDULE OF BEAMS

ROOF FRAMING PLAN

SCHEMATIC TRUSS DIAGRAM

COLUMN ELEVATION checken

SLAB CONST. JOINT DET'L.TYP'L. CONST. JOINTSCHB PLAN AT CORNER & INTERSECTIONDET'L. OF PARAPET CONCRETE WALLBEAM ELEVATION; CHB WALL INTERSECTIONW/ FLR. BEAMS; CONN. DET'L. 150mm THK.CHB WALL TO R.C. SLABDET'L. AT DOOR OPENINGCONTROL JOINT DETAILLINTEL BEAM SCHEDULECHB WALL ELEV. & TYP'L. LINTEL BEAM DET'L.CHB WALL SECTION

CONCRETE STAIR PLAN DETAILSCONCRETE STEPS DETAILTYPICAL HANDRAIL DETAILMAIN STAIR ( at PORCH) DETAILCONCRETE RAMP DETAIL

CONCRETE STAIR DETAIL

GENERAL NOTESSPECIFICATIONSSERVICE ENTRANCE DETAILSSERVICE POLE DETAIL

SCHEDULE OF LOADSCOMPUTATIONSDETAIL OF PANEL BOARD

SINGLE LINE DIAGRAMGRND. FLR. TELECOM. LAYOUT2ND FLR. - TELECOM. LAYOUTROOFDECK TELECOM. LAYOUTLEGENDCOMPUTATION OF LOADS

GRND. FLR. LIGHTING LAYOUT2ND FLR. LIGHTING LAYOUTROOFDECK LIGHTING LAYOUTGRND. FLR. POWER LAYOUT2ND FLR. POWER LAYOUTROOFDECK POWER LAYOUT

SEPTIC TANK DETAILDETAIL OF CATCH BASINPLUMBING NOTESLEGEND AND SYMBOLS

WATER LINE CONNECTIONLAYOUT PLAN

DRAINAGE LAYOUT PLAN

SANITARY/ PLUMBING LAYOUT

A/3

A/2

A/1

A/5

A/6

A/7

A/8

S/1

S/2

S/3

S/4

S/5

S/6

S/7

P/1

P/2

P/3

P/4

E/1

E/2

E/3

E/4

A1

SHEET NO.

PROJECT TITLE: REVIEWED:SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED: SHEET CONTENT: SHEET NO.

DATE : DATE : DATE : DATE :

MARILOU G. ZAMORAPMAJ. DENNIS T. CHIO

OIC-CHIEF, PLANNING AND DESIGN DIVISION OIC-ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR REGIONAL DIRECTOR, PRO6JOSE AL V. FRUTO, CES E LEA N. DELFINADO, CESO III PGEN. RENE P. PAMUSPUSAN

SITE DEVELOPMENT PLAN

1 : 3 0 0 M T S .

P E R S P E C T I V E

S C A L E :VICINITY MAP

PLTCOL. ALGEN A. TABA

ACTING CHIEF, REGIONAL ENGINEERING UNIT 6

P L

U

M

B

I N

G

/ S

A

N

I T

A

R

Y

E L

E

C

T

R

I C

A

L

S T

R

U

C

T

U

R

A

L

2416S/8

SCHEDULE OF COLUMNSCHEDULE OF FOOTINGSCHEDULE OF SLABDETAIL OF TIE BEAMFOUNDATION PLANWATER TANK ELEVATION

1

N

LINES BEARINGS DISTANCES

1 - 2

2 - 3

3 - 4

4 - 5

N 65° 13' W

N 23° 35' E

S 65° 44' E

S 32° 35' E 2.43 M

17.13 M

21.18 M

22.83 M

LOT 1 - A, Csd-06-017243

TECHNICAL DESCRIPTION

5 - 1 S 24° 35' W 15.21 M

T H

I

S

S

I

T

E

1

2

3

4

5

22.83

17.1

3

21.18

2.43

15.2

1

R O A D

S T O . R O S A R I O S T R E E T 1 0 . 0 0 m . W I D E

R O

A D

E L

L

E V

A N

T A

M I

E N T

O S

T R

E E

T 1

0 .

0 0

m

. W

I D E

R O

A D

R I Z

A L

S

T R

E E

T 1

0 .

0 0

m

. W

I D E

2-ST

ORE

Y M

UNIC

IPAL

POLI

CE S

TATI

ON

PROPO

SED V

EHIC

LE

IMPO

UNDIN

G A

REA

ELEV

ATE

DW

ATE

R TA

NK

4

9

.

0

0

4

9

.

0

0

4

8

.5

0

4

9

.

5

0

4

9

.

5

0

4

8

.5

0

MAIN

GATE

GATE

EXIT

P A R

K N

G A

R E

A

1

2

3

4

5

6

4321

8.00

M

EVIDENCE

8.00

M

GROUND FLOOR PLAN

1:100MSCALE

UP

P O R C H

A

DETENTION CELL

12.00M

INTEL/

INVESTIGATION

DETENTION CELL

FEMALE

OFCR.

DESK

UP

FIN/PCR

ADMIN/LOG/

CABINET

HANGING

L O B B Y

MALE

B

ARMORY

UP

C

2.254.00

SECOND FLOOR PLAN

CANOPY LN.

4.00 1.75

T&B

UP

H A L L W A Y

REST RM.

COP/ DEP. COP

CONFERENCE RM

LO

CK

ER

QUARTERS

87654321

OPNS

EVIDENCE

RM

RADIO

9

DN

12.00M

17 16 15 14 13 12 11 10

canopy ln.

4.00

4.004.

00

1.83

2.43

2.88

2.70

3.00 1.00 1.10 1.10 1.80

4.004.004.00

4.00

4.00

2.43

2.82

2.75 1.

50

0.50

1

W

2

W

2

W

2

W

3

W

3

W

6

W

5

W

4

D

1

W

1

W

1

W

2.93

1.00

2.15

2.93

2

D

2

D

2

D

3

D

4

D

1.15

2

W

1

W

5

W

3

W

2

W

3

D

7

D

5

D

4

D

6

D

7

D

2

D

1

D

2

D

2

D

8.1

D

8.2

D

4

W

0.50

SHO.

SHO.LAV

LAV

WC

WC

WCCD/ GAD

(w/ juvenile area)

3.60

2.00

1

W

COMMON

T&B

1

W

5

W

SE

E D

ET

AIL

O

F W

AL

L P

AR

TIT

IO

N O

F

HO

LD

IN

G A

RE

A @

DE

TE

NT

IO

N C

EL

L

VARIFOLD

PARTITION

VARIFOLD

PARTITION

2.573.00

LA

DD

ER

RU

NG

LA

DD

ER

RU

NG

LA

DD

ER

RU

NG

LA

DD

ER

RU

NG

7654321

1

2

3

4

1

2

3

4

canopy ln.

canopy ln.

canopy ln.

6

W

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.

canopy ln.canopy ln.

PLANTBOX

PLANT BOX

PLA

NT

BO

X

PLA

NT

BO

X

C

4.00 4.00

0.801.

102.50 2.801.20 1.50

C

L

C

L

0 1 2 4

1:100MSCALE

0 1 2 4

1.00

2.93

1.45

3.25 8.

00

8.00

B

C

B

C

L

C

L

0.900.40

3.20

4

W

A2

1

A2

2

4

A7

SE

E D

ET

AIL

O

F W

AL

L P

AR

TIT

IO

N

OF

D

ET

EN

TIO

N C

EL

L

3

A7

3

A6SEE

DETAIL

3

A6SEE

DETAIL

4

A6SEE

DETAIL

4

A6

SEE

LOCKER

DETAIL

LEGEND :@ 6" CHB MASONRY WALL

@ 4" CHB MASONRY WALL

A

B

C

1 2 3 4

RAMP

RAMP

LA

ND

IN

G 2

RAMP

SEE @ RAMP DETAIL

LANDING 1

LAV





PREPARED BY:

DATE :

24AS SHOWN

POLICE MAJORCHIEF, INFRASTRUCTURE SECTION



A2




OIC-CHIEF, PLANNING AND DESIGN DIVISION OIC-ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR REGIONAL DIRECTOR, PRO6JOSE AL V. FRUTO, CES E LEA N. DELFINADO, CESO III PGEN. RENE P. PAMUSPUSANPLTCOL. ALGEN A. TABA




AutoCAD SHX Text

1.90

AutoCAD SHX Text

1.90

3 421

A

B

C

12.00

4.00

8.00

4.00

4.00

1.20

1.20

4.00 4.00

1.20 1.20

RD RD

RD RD

R O O F P L A N

RD RD

RD RD

PRE-COATED (WHITE)# 24 G.I. LONG SPAN RIBBEDROOF SHEETS

PRE-FAB (PAINTED) ROOF GUTTERCOVERED PLASTIC SCREEN

# 24 G.I. PRE-PAINTEDSHEET RIDGE ROLL

1:100MSCALE

0 1 2 4

C

B

A3

2

ROOFDECK FLOOR PLAN

3 421

A

C O V E R E D

R O O F D E C K

B

2 3 4 5 6 7 81

9

C1011121314151617

DN

12.00

4.00

8.00

4.00

4.00

1.20

1.20

4.00 4.00

1.20 1.20

ROOF LINE

ROO

F LI

NE

8.2

D

1:100MSCALE

0 1 2 4

3.65

4.35

8.00

C

B

STEEL PLATEMANHOLE

STEEL PLATEMANHOLE

FD

FD

FD

FDFD

FD

FD FD

LEGEND :@ 6" CHB MASONRY WALL

@ 4" CHB MASONRY WALL

C

L

C

L





PREPARED BY:

DATE :

24POLICE MAJOR

CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6


A3






AS SHOWN



NGLGROUND FLR FFL

2ND FLR FFL

ROOFDECK FLR FFL

3.50

.60

3.50

TOP OF PARAPET

3

W

3.50

0.60

3.50

ROOFDECK FLR FFL

2ND FLR FFL

GROUND FLR FFLNGL

421 3

1

D

1

W

1

W

1

W

1

W

1

W

4 2 13

5

D

2

W

3

W

3

W

2

W

2

W

5

W

1

W

6

W

5

W

A B C

2

W

ABC

4

W

4

W

1

W

2

W

1

2

3

4.00 4.00 4.0012.00

NGLGROUND FLR FFL

2ND FLR FFL

ROOFDECK FLR FFL

3.50

.60

3.50

TOP OF PARAPET

LN. OF STAIR LANDING

LN. OF STAIR LANDING

2ND FLR FFL

GROUND FLR FFL

4.00 4.00 4.0012.00

4.00 4.008.00

4.00 4.008.00

5

W

ARMORY FFL

REAR ELEVATION

0.601.

50

2.80

0.10

0.90

2.80

0.10

2ND FLR FFL

GROUND FLR FFL

ALL-AROUND CONCRETEMOULDINGSEE DETAIL

(PNP GRAY)PAINTED FIN.

PARAPET WALL/COLUMN CASINGPAINTED FIN. (PNP BLUE)

PRE-COATED (WHITE)# 24 G.I. LONG SPAN RIBBED TYPEROOF SHEETS

CONCRETE WINDOW CANOPYSEE DETAIL

PRE-FAB (PAINTED) GUTTERCOVERED PLASTIC SCREEN(PNP BLUE)

ALL-AROUND CONCRETEMOULDINGSEE DETAIL

(PNP GRAY)PAINTED FIN.

PARAPET WALL/COLUMN CASINGPAINTED FIN. (PNP BLUE)

PRE-COATED (WHITE)# 24 G.I. LONG SPAN RIBBED TYPEROOF SHEETS

CONCRETECANOPY

FRONT ELEVATION

LEFT-SIDE ELEVATION

RIGHT-SIDE ELEVATION

1:100MSCALE

0 1 2 4

1:100MSCALE

0 1 2 4

1:100MSCALE

0 1 2 4

1:100MSCALE

0 1 2 4

6

W

6

W

FIRING HOLESEE DETAIL

COMBAT HOLESSEE DETAIL

COMBAT HOLESSEE DETAIL

PRE-FAB (PAINTED) GUTTERCOVERED PLASTIC SCREEN(PNP BLUE)

TYPICAL HAND RAILINGSEE DETAIL

TYPICAL HAND RAILINGSEE DETAIL

TYPICAL HAND RAILING SEEDETAIL

STEEL MANHOLE ON DECK& LADDER RUNG

SEE DETAIL

STEEL MANHOLE ON DECK& LADDER RUNGSEE DETAIL

C

L

C

L

1.30

1.30

1.40

1.50

2.70

1.50

1.20 1.20

1.30

TOP OF PARAPET

TOP OF ROOF BEAM

1.50

1.20 1.20

TOP OF ROOF BEAM2.

70

1.20

TOP OF ROOF BEAM

1.20 1.20

1.20

1

2

3

1

2

3

4

ROLL-UP DOOR CASE

TYPICAL HAND RAILING SEEDETAIL





PREPARED BY:

DATE :

24POLICE MAJOR



A4






AS SHOWN



3

CT&B

4

D

2.40

FIN FLR LN

CEILING LN

300X300 GLAZED CERAMIC

WALL TILES

SECTION "2"

FFL

CEILING LINE


WALL TILES

SECTION "1"

2.50

1.50

COMMON TOILET & BATHROOM PLAN

@ GROUND FLOOR

2

C

T&B

T&B

1.00 1.20 1.00

3

W

3

W

4

D

4

D

3.20M

WALL PAINT FINISH

2.40

2

SECTION "3" SECTION "4"

SECTION "6"SECTION "5"

C

2.40

2.40

1.70

2.40

C


WALL TILES

SHOWER CURTAIN


WALL TILES

FFL

CEILING LINE

CEILING LINE

CEILING LINE

CEILING LINE

FFL

2.43

2.40

PLAN

0.05

3.50

0.25

0 .50 1 2

SCALE 1: 50M

PLAN

C

1.50

3

2.50

3.50

0.25

1.50

0.05

WALL PAINT FINISH

0.05

1.50

2

1.50

4

D

4

D

3

W

3

W

COMMON TOILET & BATHRM PLAN

@ SECOND FLOOR

0 .50 1 2

SCALE 1: 50M

1.00 1.20 1.00

3.20M

1.001.201.00

3.20M

2.43 2.43

4.5MM HARDIFLEX

CEILING FIN

4.5MM HARDIFLEX

CEILING FIN

4.5MM HARDIFLEX

CEILING FIN

4.5MM HARDIFLEX

CEILING FIN

4.5MM HARDIFLEX

CEILING FIN

D

4

1.80

1.70

1.80

A5

3

A5

4

421 3

5

D

8.1

D

DETENTION CELLMALE

FIN/PCRADMIN/LOG/HALLWAY

SLIDERM.

RADIO

H A L L W A YCOP3

D

SEE TRUSS DETAIL

R O O F D E C K

3.50

3.50

0.60 NGL

GROUND FLR FFL

ROOFDECK FLR FFL

2ND FLR FFL

A B C

3.50

3.50

0.60

GROUND FLR FFLNGL

ROOFDECK FFL

SECOND FLR FFL

HOLDING AREA

L O B B Y

QUARTERS HALLWAY T&B

R O O F D E C K

SEE TRUSS DETAIL

LONGITUDINAL SECTION

CROSS SECTION

2.70

CEILING LINE

2.70

CEILING LINE

2.70

CEILING LINE

2.70

CEILING LINE

TOP OF PARAPET

12.00M

4.00 4.00 4.00

1

W

2

D

4.00 4.008.00

2.40

3.50

3.50

0.60

CEILING LINE

1:100MSCALE

0 1 2 4

1:100MSCALE

0 1 2 4

4.5MM HARDIFLEX CEILING FIN.

FLOOR TILES FIN.


FLOOR TILES FIN.


FLOOR TILES FIN.

CONC. SLAB

CEILING FIN.

FLOOR TILES FIN.

FLOOR TILES FIN.


FLOOR TILES FIN.

FLOOR TILES FIN.

4.5MM HARDIFLEX

CEILING FIN.


PRE-FAB (PAINTED) GUTTERCOVERED PLASTIC SCREEN

PRE-FAB (PAINTED) GUTTERCOVERED PLASTIC SCREEN

TYPICALHAND RAILING

SEE DETAIL

1.30

1.30

TOP OF PARAPET

1.50

TOP OF ROOF BEAM

2.70

1.50

TOP OF ROOF BEAM

2.70

D

6

A5

1

A5

2

S6

2





PREPARED BY:

DATE :

24POLICE MAJOR



A5






AS SHOWN



AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

FFL

AutoCAD SHX Text

FFL

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

LAVATORY

GLASS BLOCKS

0.1

5

0.6

0

CR FLUSH DOOR

2.1

0

0.3

52

.1

0

FIN. FLR. LN.

FIN. FLR. LN.

STEEL AWNING WINDOW

W/ 5mm THK. CLEAR GLASS

W/ 12mmX12mm SQUARE BAR

W-3

0.50

0.3

5

W-2

1.7

5

W-1

w/ 50mm∅ Spacing O.C.

25mm∅ Round Bar

STEEL FIXED WINDOW

W-5W4

0.90

PANEL DOOR W/ SLIGHT

W/ DOOR CLOSER

CARVING, 2"X5" DOOR JAMB

D-2

POWDER COATED

TINTED FIXED GLASS SIDINGS

ALUMINUM SWING DOOR

D-1

2.1

0

0.80

PANEL DOOR W/ SLIGHT

W/ DOOR CLOSER

CARVING, 2"X5" DOOR JAMB

D-3

2.1

0

2.1

0

W-6

FFL OF LANDING

0.2

0

2.40

0.6

W/ NITE LATCH LOCK

STEEL DOOR JAMB

STEEL DOOR

D-6

0.6

0

2.1

0

0.70

0.3

5

0.90

F

POWDER COATED

W/ FIXED GLASS

ALUM SWING DOOR

D-4 D-5

2.1

0

Round Bars

25mm Ø

D-7

25MM DIA ROUND BAR

STEEL GRILL DOOR

2.1

0

25mm Ø

Round Bars

0.90m

STEEL DOOR JAMB

W/ NITE LATCH LOCK

& EXHAUST LOUVER

STEEL DOOR

D-8.2

0.4

m

0.5m

0.90m

DOUBLE LOCK

W/ RECEIVING COUNTER

STEEL GRILL DOOR

D-8.1

2.1

0m

3.50

FLOOR LINE

FLOOR LINE

CEILING LINE

0.60

2.40

1.20

1.20

0.45 0.45

SIDE view

FRONT view

DETAIL OF LOCKERS

3/4" THK PLYWOOD

CABINET PANEL DOOR (PAINTED FIN. SAME AS WALL COLOR)

CHB

WAL

L

3/4" THK PLYWOOD

CABINET/SHELVES/

PARTITION SIDINGS

HANGER ROD

LIGHT GAUGE METAL FURRING

FOR THE CABINET FRAME

(ALUM. METAL FURRING)

1 3

2 4

CONCEALED

HINGES FOR

LOCKER HINGE

STAINLESS STEEL

CABINET HANDLE

3.50

M

PLAIN ALUM. SHTS

ALUMINUM SHELVES

ON ALUM. FRAME

ACCORDION DOOR

STEEL PLATE

2.10

M

.40M

PLAIN ALUM. SHTS

ON ALUM. FRAME

.50M

SIDE DETAILFRONT ELEVATION

ACCORDION DOOR

1.00M1.65

QTY: 1 UNIT

LOC: MAIN ENTRY

QTY: 6 UNITS

LOC: INTEL/INVES,

ADMIN/LOG/FIN/PCR,

COP/DEP

COP/CONF.,

OPNS., QTRS

QTY: 2 UNITS

LOC: RADIO ROOM

QTY: 3 UNITS

LOC: T&B'S

QTY: 1 UNIT

LOC: EXIT (BACK) DOOR

QTY: 1 UNIT

LOC: HOLDING AREA

QTY: 2 UNITS

LOC: DETENTION CELL

QTY: 1 UNIT

LOC: ARMORY

QTY: 2 UNITS

LOC: ARMORY, ROOFDECK

SCHEDULE OF DOORS & WINDOWS

0 .50 1 2

SCALE 1: 50M

1.5

00

.9

0

0.20

QTY: 7 SETS

LOC: INTEL/INVES,

WCCD/GAD,

CONF.RM.,

OPNS.

QTY: 5 SETS

LOC: INTEL/INVES,

WCCD/GAD,

OPNS. HALLWAY,

RESTRM.

QTY: 3 SETS

LOC: T&B'S

QTY: 2 SETS

LOC: DETENTION CELLS

QTY: 3 SETS

LOC: ADMIN/LOG/FIN/PCR.,

COP/DEP COP,

RADIO ROOM

QTY: 3 SETS

LOC: ARMORY

STAIRS

0 .50 1

SCALE 1 : 25MTS

LOCKER

1.80

75

86

0.45 0.45

0.60

EVIDENCE

2

D

STEEL

ACCORDION

SLIDING

STEEL DOOR

1.65

INTEL/

INVES

0.60

HT. OF

DOOR

OPENING

FFL

TOP PLAN

DETAIL OF EVIDENCE CABINET

0 .50 1 2

SCALE 1: 50M

FIX GLASS W/ STEEL GRILLS

2.40

1.20

1.20

0.8M

0.8M

1.30

2.70

1.50

3.50

0.60

3.50

ROOFDECK FLR FFL

2ND FLR FFL

GROUND FLR FFLNGL

TOP OF PARAPET

2.16

TOP OF ROOF BEAM

ALL-AROUND

CONCRETE MOULDING

CONCRETE

WINDOW CANOPY

0.35 M.

SPOT DETAIL

1:20MTSSC.

0.10

M.

COLUMN CASING

CHB WALL

SPOT DETAIL

1:20MTSSC.

0.075 M.

0.07

5 M

.

WINDOW SILL

CHB WALL

BAY SECTION & MOULDING DTLS

0.3

51

.7

5

w/ 50mm∅ Spacing O.C.

25mm∅ Round Bar

1.00

A6

1

A6

2

A6

3

A6

4

1:100MSCALE

0 1 2 4

0.9

0

ALUMINUM FRAME SLIDING WINDOW


1.5

00

.9

0


ALUMINUM FRAME

AWNING WINDOW

1.5

0

ROLL-UP DOOR CASE

W/ STEEL ROLL-UP DOOR

.3

0

.3

0

2.1M

SLIDE

SLIDE

1.4M





PREPARED BY:

DATE :

24POLICE MAJOR



A6






AS SHOWN



DETAIL OF WALL PARTITION FOR

FOR HOLDING AREA @ DETENTION CELL

D

6FFL

BOT. OF SLAB

GLASS W/ STEEL GRILLS

W/ NITE LATCH LOCK

STEEL DOOR

STEEL DOOR JAMB

0.15

0.50

CH

B W

AL

L

20MM DIA ROUND BAR

LADDER RUNG

0.30

6" T

HK

C

HB

W

AL

L

1/4" X 2"ANGLE BAR

WELDED CONNECTION

1/4" X 2" FLAT BAR FRAME

WELDED CONNECTION

0.15

0.30

0.30

0.30

0.30

0.30

0.60

0.50 M. LADDER WIDTH

CHB WALL

0.60

0.60

20MM DIA ROUND BAR

GRAB BAR SPACED

@0.30M O.C.

1/4" X 2" ANGLE BAR

WELDED CONNECTION

1/4" X 2" FLAT BAR FRAME

WELDED CONNECTION

LADDER RUNG ELEVATION

SIDE VIEWFRONT VIEW

1:20MTSSC.

T O P V I E W

1:10MTSSC.

1/4" DIA EXPANSION BOLT

SPACED @ 0.60 M. OC.

0.60

0.60

0.60

1/4" DIA EXPANSION BOLT

25mm Ø ROUND BAR

STEEL GRILL DOOR

MASONRY WALL

.10

D7

THRESHOLD

CONCRETE

D7

25mm Ø ROUND BAR

SPACED @ .10 MTRS.

DETAIL OF CUSTODIAL DETENTION CELL

5.18

0.80

3.50

TOP OF SLAB

2.10

1.30

0.10

0 .50 1 2

SCALE 1: 50M

1

W

NGL

4.60

GRAB

BAR

LADD

ER R

UNG

HEIG

HT

0.30

LADDER RUNG

SEE DETAIL

TYPICAL GRAB BAR LADDER RUNG DETAIL

SCALE 1: 50M

0 .50 1 2

2

W

0 .50 1 2

0.50

7

D

7

D

2.10

1.40

0.80

1.00

0.90

1.00

0.30

25mm Ø ROUND BAR

STEEL GRILL DOOR

TOP PLAN

ELEVATION

0 .50 1 2

SCALE 1: 50M

3.50

STEEL GRILLS

.10

BOT. OF FLR. SLAB

6mm x 38mm FLATBAR

STEEL GRILLS

25mm Ø ROUND BAR

SPACED @ .10 MTRS.

STEEL GRILLS

CONCRETE

THRESHOLD

DETAIL OF MANHOLE COVER PLATE

10MM Ø BAR HANDLECHECKERED PLATEMANHOLE COVER ON A1/4" X 1" X 1" ANGLE BAR FRAMING

0.70

1/4" X 1" X 1"ANGLE BAR FRAMING

STEEL HINGES

ROOFDECK FLOOR LINEPARA

PET

WAL

L

TOP PLAN

SECTION DTL.

STEEL HINGES

1/4" X 1 1/2" X 1 1/2"ANGLE BAR FRAMING

0.10

0.40

0.30SEE DETAIL

BOT. LN. OF PARAPET

STEEL MANHOLE

SEE DETAIL

0.45

PA

RA

PE

T W

AL

L

BLD

G LN

. B

ELO

W

0.45

SCALE 1 : 10 M

0 0.5

STIFFENER COLUMN

SIZE: 0.10 X 0.30 M.

4-12MMØ VERT. BARS

TIES- [email protected], [email protected],

[email protected] REST @0.20M. OC

6

D

0.80

2.15

A7

1

A7

2

A7

3

A7

4

3.00

COMBAT HOLES DETAIL

@ ROOFDECK LEVEL

SCALE 1: 30M

FIRING HOLE W'

10-15CM THK.

STEEL PLATE

IN STEEL HINGES

SWING COVER

0 .50 1

0.85

MHI

GH+

- 0.1

2 M

0.50

PARAPET (CONCRETE) WALL

FLOOR LINE SEE STRUCTURAL DETAIL

1.30

TOP OF PARAPET WALL

A7

5

0.500.50

CORNER COLUMN CASE MID-COLUMN CASE

COLUMN CASING DETAILS

A7

6

1:20MTSSC.

0 .50 1

0.50

0.50 0.50

0.35

PNP BLUE, PAINTED

FIN.

ON 4" CHB BUILT UP

CASING

W/ 10MM∅ DOWEL

@ 800MM

AND

CONTROL

JOINT





PREPARED BY:

DATE :

24POLICE MAJOR



A7






AS SHOWN



AutoCAD SHX Text

LADDER RUNG

0.80

REAR

0.80

LEFT SIDE

3

4

" THICK MARINE PLYWOOD

(PAINTED FINISH PNP BLUE)

0.80

FRONT

0.80

RIGHT SIDE

0.60

0.20

0.60

0.60

1.60

QSL PLAN

0 .50 1

SCALE 1 : 25MTS

A8

1

3

4

" THICK MARINE PLYWOOD

(PAINTED FINISH SAME AS WALL)

PAINTED FINSH

(PNP BLUE)





PREPARED BY:

DATE :

24POLICE MAJOR



A8






AS SHOWN



10. STRIPPING OF FORMS AND SHORES:

0.300.300.6170.300.300.420.100.13 0.420.6010 0.150.30

0.780.62

1.001.09

1.401.24

0.15

0.200.18

0.280.38

0.480.43

0.6012

0.600.68

0.60

0.86

1.431.12

2016

2528

3632

0.48

0.610.56

0.300.25

0.40

0.20 0.300.420.12

0.650.52

0.821.03

1.701.35

0.150.910.73

1.902.40

0.45

0.200.14

0.261.53

2.001.74

1.100.87

1.40

0.42 0.300.300.889

0.580.47

0.730.82

1.050.93

0.800.650.52

1.031.20

0.903.8582.4691.580

4.840

8.0006.327

FOUNDATION ................................................................ 24 HRS.

THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL.

HAVE BEEN COMPLETED AND PRIOR TO CONCRETING TO CONFIRM THE DESIGN3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION

2. FOUNDATION SHALL REST ON NATURAL SOIL. UNLESS OTHERWISE NOTED BY

ADDITIONAL LOADS ARE IMPOSED .............................. 8 DAYS

WALLS ......................................................................... 18 HRS.

BEAMS ........................................................................ 14 DAYS

8mm PER 3000mm. OF SHORTER SPAN AND 14mm. FOR EVERY 2000mm. OF

BEAMS AT LEAST 10mm. FOR EVERY 4000mm. OF CLEAR SPAN EXCEPTCANTILEVERS WHICH SHALL BE 50mm. FOR EVERY 3000mm. OF CLEAR SPAN.

2. UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL R.C.

1. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS CAMBER ALL RC

1.

E. FOUNDATION

BOT BAR

TABLE OF LAP SPLICE & ANCH. LENGTH

STANDARD HOOK

180 DEG

(mm.)ANCH.

(mm.)DIA.BAR

(mm.)LENGTH

90 DEG TOP BAR

TENSION BAR

BOT BAR135 DEG TOP BAR

LAP SPLICE (m)

COMP. BAR

W/ TIES W/ SPIRAL

LENGTH OF COL. REINF.MIN. LAP SPLICE

INDIVIDUAL BARSWEIGHTUNIT

(Kg/m)

SOIL BEARING CAPACITY.

C. CAMBER REQUIREMENTS

SLABS CANTILEVER SPAN

SUSPENDED SLAB EXCEPT WHEN

3/4 IN. (19MM.)

3/4 IN. (19MM.)3/4 IN. (19MM.)

DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO, UNLESS

5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS:

4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE

AND SMALLER BARS AND GRADE 60 FOR DIA. 16 AND LARGER BARS.

9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7) CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS.

BUT POURED AGAINST FORMS ....................... ............ ( 50 MM. )

DIRECTLY AGAINST EARTH ........................................... 3 IN. ( 75 MM. )

STOOLS, EQUIPMENTS, AND MECHANICAL BASES THAT ARE REQUIRED BY THE

POSITIONED AND SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.

ACCORDANCE WITH TABLE 1 (TABLE OF LAP SPLICE AND ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED

8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS,

7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY

6. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN

WHENEVER POSSIBLE.

ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.

WHERE CONCRETE IS DEPOSITED

WHERE CONCRETE IS EXPOSED TO EARTH

OTHERWISE SHOWN OR NOTED.

EXCEPT FOUND.FOUNDATION

SUSPENDED SLABS/

COLUMN

4 IN. (100MM.)

4 IN. (100MM.)4 IN. (100MM.)

SHORINGS AND BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BULDING

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE

CONSTRUCTION NOTES

OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET

STEEL, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED

CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE

1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS

2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN,

1 IN. (25MM.)

END OF TWENTY EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE

LOCATION 28 DAYS STRENGTH MAX. SIZE AGGREGATE MAX. SLUMP

2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE

CURBS & SLAB

AGGREGATE AND SLUMPS AS FOLLOWS :

CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318-77).

ON GRADE

IMPOSED DURING CONSTRUCTION.

B. CONCRETE & REINFORCEMENT

FOR ENGINEER'S APPROVAL BEFORE FABRICATION.

SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE.

A. GENERAL

SPECIAL CONDITIONS.

4 IN. (100MM.)

BEAMS 300MM DEPTH OF CONCRETE CAST BELOW THE REINF.

STRESSES ARE DISCOURAGE. THESE SHOULD BE AVOIDED

THE BARS SHALL BE SPLICED W/IN THE REQUIRED LAP LENGTH. MINIMUM DISTANCE BETWEEN TWO ADJACENT

BARS SHOULD BE SPLICED. NOT MORE THAN 33% OF

4. AS MUCH AS POSSIBLE,SPLICES SUBJECTED TENSIL

2. FOR COLUMNS,AT ANY LEVEL NO MORE THAN ALTERNATE

3. TOP BARS ARE HORIZONTAL BARS W/ MORE THAN

OR PROVIDED W/ STANDARD HOOKS.

AND 33% FOR FOUR-BAR BUNDLE.

BAR SPLICES SHALL BE 600MM.

COMPRESSION, SHALL BE THAT FOR THE INDIVIDUALOF INDIVIDUAL BARS W/IN A BUNDLE, IN TENSION OR

1. ACI SECTION 12.4 STATES THAT DEVELOPMENT LENGTH

BAR, INCREASED 20% FOR THREE BAR BUNDLE,

NOTES:

1.

SUSPENDED SLABS ........................................................ ( 20 MM. )

3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 40 FOR DIA. 12

4000 PSI(28.00 MPa)

3000 PSI(21.00 MPa)FOUNDATION IS DESIGNED USING AN ASSUMED SOILBEARING CAPACITY OF 40 KPa (835.42 psf).3000 PSI(21.00 MPa)

3000 PSI(21.00 MPa)

FOOTINGS ..................................................................... ( 76 MM. )BEAMS & COLUMNS ..................................................... ( 40 MM. )

BE BEND, EXTENDED OR CUT AS FOLLOWS.REINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING SHALL

3. UNLESS OTHERWISE DETAILED IN CONDITIONING SLAB HAVING SAMETHAN 2 1/3 TIMES THE SLAB THICKNESS.BE APPROXIMATELY 1 1/3 OF THE MIDDLE STRIP IN NO CASE GREATERIN DETAILS THE SPACING OF THE BARS AT THE COLUMN STRIPS CANBARS NEAR THE SUPPORT UNLESS OTHERWISE INDICATED OR SHOWNTHOSE ALONG THE LONGER SPAN AT CENTER AND OVER THE LONGER SPAN

2. FOR TWO - WAY SLAB ALONG THE LONGER SPAN SHALL BE PLACED BELOW

1. ALL REINFORCEMENT SHALL BE 0.019 CLEAR MINIMUM FROM TOP

D. CONCRETE SLAB

AND BOTTOM OF SLAB.

L/5 L/5L/5L3 CANTILIVER

0.30

MIN

L1L/5 L/5 L/5

L2

L/4 L/4 L/4L/4 L/4 L/4

T





PREPARED BY:

DATE :

24POLICE MAJOR



S1






AS SHOWN



SCHEDULE OF FOOTINGS

0.40

SUPPORT

0.300.30

0.40

MIDSPAN

A

8.00

m

C2F1

TIE BEAM

C2F1C1F1

TIE BEAM TIE BEAM

C

B

WF

2

12.00m

WF2

WF

2

WF2

WF2

WF2

WF2

321

C2F1C2F1

C3F2

C3F2

TIE BEAM

TIE

B

EA

M

C1F1

C1F1

TIE BEAM

TIE

B

EA

M

TIE BEAM

4

TIE

B

EA

M

C2F1

TIE

B

EA

M

4.00

4.00

4.00 4.00 4.00

C1F1

C1F1

TIE BEAMTIE BEAM

TIE BEAM

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

FOUNDATION PLAN

1:100MSCALE

0 1 2 4

FFE 0.00 - 0.60M

FFE 00.00

FFE 00.00

FFE 00.00

FFE 00.00

FFE 00.00

FFE 00.00

FFE 00.00

FFE 0.0 - 0.05M

FFE 0.0 - 0.05M

WF

2

GROUND FLOOR SLABWF2

L

VERI

FYAR

CHTL

T1

L/2

L

W

L\2

TYPICAL FOOTING ELEV.

TYPICAL FOOTING PLAN

3-16MMØ TOP BARS

3-16MMØ BOTTOM BARS

1

2

3

4

FFE 0.00 - 0.60M

SLAB THICKNESS =0.125M W/ 10MM TEMP.BARS @ 0.40 M OCBW

DETAIL OF TIE-BEAM

NOTES:

STRUCTURAL DESIGN (PROGRESSIVE TYPE)

STRUCTURAL DESIGN VARIES WITH

SOIL BEARING CAPACITY OF THE LOCATION

16mmØ REBARS ON

10mm dia STIRRUPS

[email protected], [email protected],

[email protected]

NGL

0.40

M

COLUMN

FOOTING

COLUMN

FOOTING

30M

M T

HK1.20

M.

BACKFILL

EARTH 90% COMPACTED

TIE BEAM

NATURAL

GRADE LINE

10Ø @ 300

600 EACH WAY

WALL W/ 10Ø @

150 THK. CHB

(TYPICAL)

3-10Ø

750

(MIN

.)

200

400

150

10Ø @ 300

3-10Ø

10Ø @ 350

EACH WAY

100 THK. SLAB

ON GRADE W/

600 EACH WAY

(TYPICAL)

WALL W/ 10Ø @

150 THK. CHB

300

100

100

100 100300

WF-2 DETAIL

NTS

WF-1 DETAIL

NTS

WF

1W

F1

WF1 WF1 WF1

WF

1W

F1

WF1WF1 WF1

100

0.30

0.10

STIFFENER COLUMN

4-12mmØ VERT.

TIES,[email protected],[email protected],

[email protected] REST

@ 0.20 M. O.C

S2

1

S2

3

S2

2

NTS

WALL FOOTING DETAIL

C2

C1

C1

C3

SCHEDULE OF COLUMN

NTS





PREPARED BY:

DATE :

24POLICE MAJOR



S2






AS SHOWN



AutoCAD SHX Text

3. NO FOOTING SHOULD REST ON BACKFILL MATERIALS

AutoCAD SHX Text

TO INVESTIGATE SUB-SURFACE CONDITION.

AutoCAD SHX Text

4. INCASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING

AutoCAD SHX Text

CANNOT BE ASCERTAINED THE EXPERT OR A GEOTTHECNICAL ENGINEER

AutoCAD SHX Text

10-16MM%%C B.W.

AutoCAD SHX Text

8-16MM%%C B.W.

AutoCAD SHX Text

2. 16MM%%D AND LARGER BARS FY=276MPA (40,000 PSI)

AutoCAD SHX Text

1. 12MM%%D AND SMALLER BARS FY=228MPA (33,000 PSI)

AutoCAD SHX Text

BOTTOM BARS

AutoCAD SHX Text

BAR 'S'

AutoCAD SHX Text

( L X W )

AutoCAD SHX Text

SIZE (MM)

AutoCAD SHX Text

1.20 X 1.20

AutoCAD SHX Text

1.50 X 1.50

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

T (M)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

0.30

AutoCAD SHX Text

0.30

AutoCAD SHX Text

F1

AutoCAD SHX Text

MARK

AutoCAD SHX Text

F2

AutoCAD SHX Text

D (M)

AutoCAD SHX Text

1.20

AutoCAD SHX Text

1.20

AutoCAD SHX Text

BAR 'L'

AutoCAD SHX Text

ISOLATED

AutoCAD SHX Text

ISOLATED

AutoCAD SHX Text

REMARK

AutoCAD SHX Text

BOTTOM REINFORCEMENT

AutoCAD SHX Text

NGL

AutoCAD SHX Text

C1

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text


AutoCAD SHX Text

0.20 M. O.C

AutoCAD SHX Text

[email protected] REST @

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

SIZE:

AutoCAD SHX Text

0.20 M. O.C

AutoCAD SHX Text

SIZE:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

8-16mm%%C VERT.

AutoCAD SHX Text

0.30X0.30 M.

AutoCAD SHX Text

0.30X0.30 M.

AutoCAD SHX Text

8-16mm%%C VERT.

AutoCAD SHX Text

TO

AutoCAD SHX Text

TO

AutoCAD SHX Text

SECOND FLOOR

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

SECOND FLOOR

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

1. 12mm and smaller bars fy=228Mpa (33,000 Psi)

AutoCAD SHX Text

2. 16mm and longer bars fy=276Mpa (40,000 Psi)

AutoCAD SHX Text

SIZE:

AutoCAD SHX Text

0.20 M. O.C

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

6-16mm%%C VERT.

AutoCAD SHX Text

0.30X0.30 M.

AutoCAD SHX Text

0.20 M. O.C

AutoCAD SHX Text

,[email protected] REST @

AutoCAD SHX Text

SIZE:

AutoCAD SHX Text

0.30 X 0.30 M.

AutoCAD SHX Text

10-16mm%%C VERT.

AutoCAD SHX Text

10mm %%C Lateral Ties,[email protected],[email protected]

AutoCAD SHX Text

TO

AutoCAD SHX Text

SECOND FLOOR

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

TO

AutoCAD SHX Text

Roof Deck

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

10-16MM%%C B.W.

AutoCAD SHX Text

8-16MM%%C B.W.

AutoCAD SHX Text

@50MM THK. GRAVEL BEDDINGS

THE LONG SPAN

TOP BARS ALONG

ALONG THE LONG SPAN

TOP BARS DISCONT

SCHEDULE OF SLABS (2ND TO ROOFDECK LEVEL)

THKSLAB

100

100

100

100

(+)MARK

S4

S3

S2

S1

LO

NG

S

PA

N (S

)

L/4

REMARKS

ONE-WAY

TWO-WAY

TWO-WAY

BAR

150

150

-

175

(dia)

200

150

150

175

150200

175175

200

TYPICAL FRAMING PLAN OF TWO-WAY SLAB

THE SHORT SPAN

TOP BARS CONT ALONG

SHORT SPAN (S) SHORT SPAN (S)

THE SHORT SPAN

BOT BARS ALONG

SHORT SPAN (mm)

S/4S/2S/4

SHORT SPAN (S)

L/4

LO

NG

S

PA

N (S

)

L/4

L/2

LONG SPAN (mm)

3.88

SUPPORT

3-16mm dia

4-16mm dia

3-16mm dia

depth

TOP BARS

width

MARK

BEAM

BEAM CROSS

SECTION

SCHEDULE OF BEAMS

300

300

300250

250

250

B1

B2

B3

SECOND & ROOFDECK FLOOR BEAM

TOP BARS

MIDSPAN

BOTTOM BARSBOTTOM BARS

3-16mm dia

4-16mm dia

3-16mm dia

2-16mm dia

2-16mm dia

2-16mm dia2-16mm dia

2-16mm dia

2-16mm dia

(10mm dia)

STIRRUPS

rest @0.2CL

rest @0.2CL

[email protected], [email protected]


est @0.2CL


0.75Lc

STIRRUPS

BOT BARS

EQ

1.3Ld

STIRRUPS

TYPICAL DETAIL OF BEAM

0.25L10.25L1

EQ

L1

0.25L1 1.3Ld

EQ

Lc

EQEQ

0.165L2

1.3Ld

BOT BARS

EQEQ

0.165L1

1.3Ld

STIRRUPS

0.165L1

b

d

0.25L1

EQ

L2

BOT BARS

0.165L2

175 175 175 175 175 175

SECOND FLOOR FRAMING PLAN

1:100MSCALE

0 1 2 4

ROOF BEAM PLAN

1:100MSCALE

0 1 2 4

NOT TO SCALE

NOT TO SCALE

10mm100CS 150150 200 250250250

10mm

10mm

10mm

10mm

- - 150150150 TWO-WAY

3-16mm dia300200RB 3-16mm dia2-16mm dia2-16mm dia

rest @0.2CL


3-16mm dia300200LB 3-16mm dia2-16mm dia2-16mm dia

rest @0.2CL


4-16mm dia300200CB2 2-16mm dia

rest @0.2CL


3 421

A

C

12.004.00

8.00

4.00

4.00

1.20

1.20

4.00 4.001.20 1.20

RB RB RB

RB

RB

BEAM

T

6h

PART OF STRAIGHT

BOTTOM BARS

PART OF BEND UP BARS

EXTENDED TO ADJACENT SLAB

BEAM

PART OF STRAIGHT

BOTTOM BARS

45°

6h

PART OF BEND UP BARS

EXTENDED TO ADJACENT SLAB

T T

L/5

L/4

6h

T

CHANGE IN SLAB ELEVATION

CHANGE IN SLAB ELEVATION

(TWO-WAY SLABS)(ONE-WAY SLABS)

1

6

OPENING (UNFRAMED)

TYPICAL DETAIL OF SLAB

@ OPENING PLUS

BARS INTERRUPTED

ADD 1/2 THE NO OF

1 (ONE) @ 75 O.C.

OPENEACH CORNER

ADD 1-16 ∅

EACH FACE

FOR OPENINGS

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

h

TOP BARS

DISC EDGE

(TBD)

BOTTOM

BARS (BB)

TOP BARS

CONT EDGE

(TBC)

TOP BARS

DISC EDGE

(TBD)

BOTTOM

BARS (BB)

TOP BARS

CONT EDGE

(TBC)

CONT. TOP &

BOT. BAR

CANTILEVER

7

5

0

7

5

0

75

0

(T

YP

.)

S3

1

S3

3

S3

7

S3

5

S3

4

S3

8

C

B

A

4321

B1

B2

B2

B2

B2

B2

S2

S1

B1

B2

B1

B1

S1

S1

B1B1B1

12.00M

S1

B1

B3

B1

B1

4.00 4.00 4.00

4.00

4.00

8.00

M

B2

S3

2.00

LB

CB

2

CB

2

S4

STAIRWELL

C1 C1 C1 C1

C1

C1C1

C1

C1 C1 C1 C1

4.00

2.93

1.08

4.00

C

A

4321

B1

B2

B2

B2

B2

B2

S2

S1

B1

B2

B1

B1

S1

S1

B1B1B1

12.00M

S1

B1

B3

B1

B1

4.00 4.00 4.00

4.00

4.00

8.00

M

B2

S3

STAIRWELL

2.93

1.08

4.00

C20.50

0.50

0.50 0.50

0.50

0.50

MANHOLE

0.70

MANHOLE

ROOFDECK FRAMING PLAN

1:100MSCALE

0 1 2 4

S3

2

S3

6

RB RB RB

C2 C2 C2

C2 C2 C2 C2

0.70





PREPARED BY:

DATE :

24POLICE MAJOR



S3






AS SHOWN



AutoCAD SHX Text

1

AutoCAD SHX Text

6

3 421

A

B

C

12.00

4.00

8.00

4.00

4.00

1.20

1.20

4.00 4.00

1.20 1.20

RB RB RB

RB RB RB

RB RB

TRU

SS-1

TRU

SS-1

TRU

SS-1

HT-2

HT-2

HT-1 HT-1

HT-3

HT-3

1.50

1.20 1.00 1.00 1.00 1.00 1.201.001.001.001.00

1.50

1.20 1.00 1.00 1.00 1.00

8.00

4.00

0.75

1.20 1.00 1.00

2.00

ROOF FRAMING PLAN

TRUSS-1

HT-1

SCHEMATIC TRUSS DIAGRAM

BC - 2 < 2" X 2" X 1/4" THK AB TC - 2 < 2" X 2" X 1/4" THK AB VM - 2 < 2" X 2" X 3/16" THK AB

DM - 2 < 2" X 2" X 3/16" THK AB

2" X 4" C-PURLINS SPACED AT 0.60M O.C.

HT-3

HT-2

HT-2

HT-3

HT-3

HT-3

HT-3

HT-3

HT-3

1.50

1.001.001.001.001.000.661.20

HT-2

12MM∅ CROSS BRACING W' TURNBUCKLE

10MM∅ SAG ROD

PRE-PAINTED GUTTER

(PNP BLUE)

CONCRETE COLUMN

1:100MSCALE

0 1 2 4

1:100MSCALE

0 1 2 4

61

GROUND FLOOR LVL

FINISH GRADE LINE

2ND FLOOR LVL.

3 SETS OF EXTRA TIES

AT BEAM-COLUMN

INTERSECTION

ROOF DECK LVL.3 SETS OF EXTRA TIES

AT BEAM-COLUMN

INTERSECTION

NOTE:

1. SEE SCHEDULE OF COLUMNS

FOR NUMBER OF TIES PER SET.

2. NOT MORE THAN 1/3 OF

VERTICAL BARS SHALL BE

SPLICED AT ONE LOCATION.

3. CONSTRUCTION JOINT OF

COLUMN SHALL BE LOCATED

AT MIDHEIGHT OF FLOOR.


AT BEAM-COLUMN

INTERSECTION

TB TB

FOOTING

COLUMN ELEVATION

NOT TO SCALE

3500

3500

0.12

512

00 (M

IN.) 50

Ah1

50

BEAM

DEPT

H

50

Ah2

Bh2

Ah2

50

2400

LEGENDS:

Ah = CONFINEMENT TIES

Bh = REGULAR TIE SPACING

Ld = DEVELOPMENT LENGTH

ROOFING LVL.

(OFFSET MAXIMUM)


AT BEAM-COLUMN

INTERSECTION

50

BEAM

DEPT

HBE

AMDE

PTH

Ah350

Bh3

Ah3

1.2L

d

Bh1

Ah1

S4

1

S4

2

S4

3

1.00

4.00

1.00 1.00 1.00 1.00

MID FRAME TRUSS

MFD





PREPARED BY:

DATE :

24POLICE MAJOR



S4






AS SHOWN



t/3

t/3t/3

25mm

SUSPENDED SLAB CONSTRUCTION JOINT DETAIL

NOT TO SCALE

10MM∅ X 1000MM LONG @ 300MM O.C.

MAIN REINFORCEMENTS

TO BE CONTINOUS

REST @ 300

10∅ STIRR 1@50;

REST @ 300

10∅ STIRR 1@50;

4.00M

MAX SPAN

3.50M

MAX SPAN

2.50M

MAX SPAN

1.20M

MAX SPAN

2-12∅

2-16∅

2-16∅

2-12∅

2-12∅

12∅

(EXTEND 0.30M. FROM EDGES OF MASONRY OPENINGS)

ABOVE DOOR / WINDOW OPENINGS ON CHB WALL

LINTEL BEAM SCHEDULE

200

200 30

0 350

150150150150

NOT TO SCALE

100 MM

± 1

.30

(VAR

IES)

12∅ @200 VERTICAL

BARS EACH FACE

10∅ @200 HORIZONTAL

BARS EACH FACE

BEAM

DETAIL OF PARAPET CONCRETE WALL

NOT TO SCALE

CONCRETE FILL

RC COLUMN

OR RC WALL

CONTROL JOINT DETAIL

ON EXPOSED FACE WALL

RAKE PUT MORTAR 19

AND FILL WITH CAULKING

COMPOUND

AT SHEAR STRESS POINTS

WITH ENGINEERS APPROVAL

PROVIDE SHEAR RODS

AND APPLY CLEAN CEMENT GROUT BEFORE

CLEAN CONSTRUCTION JOINT THOROUGHLY

PLACEMENT OF ADJACENT CONCRETE

MAIN REINFORCEMENTS

TYPICAL CONSTRUCTION JOINTS

TO BE CONTINUOUS

1/3

t

t

40D48

LAP

t

MAIN REINFORCEMENT

TO BE CONTINUOUS

48

t3

t2

CONN. DETAIL 150 mm THK

CHB WALL TO R.C. SLAB

CHB WALL INTERSECTION

WITH FLOOR BEAMS

BEAM

FLOOR

LINE

FLOOR

(TYP.)

SYTROPOR

25X75 WIDE

@600 FOR 150THK CHB

@800 FOR 100THK CHB

10∅ DOWELS

CHB PLAN AT CORNER & INTERSECTIONS

SEE CONTROL

JOINT DETAILS

10∅ X 900 LONG

@800 FOR 100THK CHB

@600 FOR 150THK CHB

DOWELS

JOINT DETAILS

SEE CONTROL

RC SLAB

10∅ X 900 LONG

@600 FOR 150THK CHB

@800 FOR 100THK CHB

DOWELS

1@ 50 REST @250

WITH 10 ∅ STIRRUP

4-10 ∅ CONT.BAR

@ 600 O.C.

10∅ @300

2-12∅

DETAIL AT DOOR OPENING

CHB WALL

150/100 THK

10 ∅ CONTINUOUS

10 ∅ DOWELS

BAR

WITH 10∅ mm @ 600

150 THK CHB WALL

O.C. EACHWAY

RC SLAB OR BEAM

75 WIDE STYROPOR

PLASTER

DOWELS

10 ∅ @600

PROVIDE SEALANT

BEAM

DEP

TH

BEAM

DEP

TH

6h

6h

TOP BARS

BOTTOM BARS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

CHANGE IN BEAM ELEVATION

NOT TO SCALE

STYROPOR

@ 250 O.C.

LINTEL BEAM WITH

CHB THICKNESS X .40m

AND 10∅ STIRRUPS

4-16∅ BARS

10∅ VERTICAL BARS

@800 FOR 100THK CHB

@600 FOR 150THK CHB

@800 FOR 100THK CHB

10∅ HORIZONTAL BARS

DOWELS

FINISH FLOOR LINE

@600 FOR 150THK CHB

CONCRETE COLUMN

OR WALL

CHB WALL SECTON

(TYP.)

BOTTOM OF BEAM

CONTROL JOINT

DOWELS

STYROPOR (TYP)

75 WIDE X 25 THK

CONCRETE BEAM

OR SLAB

25X75 WIDE

PLASTER

PROVIDE SEALANT

NOT TO SCALE NOT TO SCALE

STYROPOR

@ 250 O.C.

LINTEL BEAM WITH

CHB THICKNESS X .40m

AND 10∅ STIRRUPS

4-16∅ BARS

10∅ VERTICAL BARS

@800 FOR 100THK CHB

@600 FOR 150THK CHB

@800 FOR 100THK CHB

10∅ HORIZONTAL BARS

DOWELS

FINISH FLOOR LINE

@600 FOR 150THK CHB

CHB WALL ELEVATION & TYPICAL LINTEL BEAM DETAIL

CONCRETE COLUMN

OR WALL

CHB WALL SECTON

(TYP.)

BOTTOM OF BEAM

CONTROL JOINT

DOWELS

STYROPOR (TYP)

75 WIDE X 25 THK

CONCRETE BEAM

OR SLAB

25X75 WIDE

PLASTER

PROVIDE SEALANT

NOT TO SCALE

100

15

0

75

25

75

20

0

25

45

0

(T

YP

)

10

0

200

S5

1

S5

2

S5

3

S5

4

S5

5

S5

6

S5

7

S5

8

S5

9

S5

11

S5

10

S5

12





PREPARED BY:

DATE :

24POLICE MAJOR



S5






AS SHOWN



AutoCAD SHX Text

45%%D

AutoCAD SHX Text

1

AutoCAD SHX Text

6

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

TYP

AutoCAD SHX Text

450

AutoCAD SHX Text

200

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

TYP

AutoCAD SHX Text

450

AutoCAD SHX Text

200

AutoCAD SHX Text

DOOR

±0.

205

MRI

SER

0.30 MTREAD 0.125

1-10MMØ NOZING BAR W/10MMØ TIES @ 300 MM.O.C.

TEMP. BARS (TYP.) 10MMØ @ 300 MM. O.C.

12MMØ @ 100 MM. O.C.BOTT. BARS (TYP.)

0.30 MTREAD

0.90

MHT

. OF

HAND

RAIL

SQUARE BAR GRILLSPAINTED FIN.

CONCRETE STAIRSEE STRUC. DET.

FLR. FIN.

B2- SEESTRUC. DET.

FLOOR TILEFIN.

0. 2

05 M

RISE

R

2" NON-SLIP BRASS NOZING

0.05

0.05

HANDRAIL2"Ø STAINLESS

4

B

ARMORY

3

W

8.2

D

3

C

STEP DWN

COMMON

T&B

2

3

7654321

1

FFE - 0.60M

6

W

canopy ln.

ca

no

py ln

.

PL

AN

TB

OX

4.00

4.00

0.30TREAD

43

B

C

UP

87654321

9

DN

17 16 15 14 13 12 11 10

4.00

4.00

6

W

can

op

y ln.

canopy ln.

1.45

STAI

R W

IDTH

2.35STAIR STEPS

1.65

2.88

STAI

R W

IDTH

2.40STEPS WIDTH

1.60STAIR

LANDING

3 4

2 3 4 5 6 7 81

9

C1011121314151617

DN

4.00

8.2

D

2.10STEPS WIDTH

1.60STAIR

LANDING

2.88

STAI

R W

IDTH

0.30TREAD 0.30

TREAD

GROUND FLOOR PLAN

SECOND FLOOR PLAN

ROOFDECK FLOOR PLAN

STEPS DETAIL

1:10MSCALE

0 .50

0.05

TYPICAL HANDRAIL DETAIL

SCALE 1 : 20 M

0 0.5

.225

360

100 THK

GRAVEL BED

150 THK. CHB WALL

W/ 10∅ @ 600

EACH WAY

10∅ @ 250

10∅

T=125

10∅

12∅ @ 250

12∅ @ 2504-12Ø

STAIR ON GRADE

NOT TO SCALE

750

VARI

ES

400 400

2-12∅

SLAB ON GRADE

2-12∅

10∅ @ 250

RAMP LEVEL

RAMP ON GRADE DETAIL

NOT TO SCALE

2-12∅

10∅ @ 250

2-12∅

3-10∅

10∅ @ 300

MAIN STAIR (PORCH) ENTRY

0 10.50

SCALE 1 : 15 M

150150

100

300

200

200

RAMP DETAIL

0 0.50

SCALE 1 : 15 M

SLAB ON GRADE

S6

3

S6

4





PREPARED BY:

DATE :

24POLICE MAJOR



S6






AS SHOWN



3

16 MM Ø BOTT.

100 MM THK.

100 MM THK. GRAVEL BASE

BARS @ 8" OC

CONCRETE PAVEMENT

2

1

4

5

6

7

8

9

0.10

0.25

0.2

5

0.10

VE

RIF

Y

0.20

0.70

GRAVEL BASE

13-16MMØ DRSB BEDBARS

SP. AS SHOWN BOTHWAYS

NGL

FIN. FLOOR LINE

14-16MMØ DRSB VERT.

BARS W/ 10MMØ TIES

SP. @3-.05MM. 4-.10MTR, REST @

.15MTR ON CENTER

10

11

12

0.30

0.2

05

17

S

TE

P @

.2

05

=

3

.5

0

16 MM Ø BOTT.

10 MM Ø TEMP. BARS

SP. 10" OC, PLACED

STAGGERED

BARS @ 8" OC

13

14

15

16

16 MM Ø BOTT.

BARS @ 8" OC

17

12 MM Ø STEP BARS

12 MM Ø EDGE BARS

4.00

3.50

3.50

7.00

17

S

TE

P @

.2

05

=

3

.5

0

0.90

16 MM Ø TOP. BARS @ 8" OC

0.90

2.46

2.68

3

2

1

4

5

6

7

8

9

10

11

12

13

14

15

16

17

0.90

13-16MMØ DRSB

0.70

1.50

FOOTING PLAN

0.30

0.60

BARS @ 8" OC

16 MM Ø TOP

0.30

0.60

GLASS

BLOCKS

GLASS

BLOCKS

STAIR DETAILSCALE 1:40M

0.80





PREPARED BY:

DATE :

24POLICE MAJOR



S7






AS SHOWN



SCHEDULE OF FOOTING

0.40

SUPPORT

0.250.25

0.40

MIDSPAN

L

VERI

FYAR

CHTL

T1

L/2

L

W

L\2

4-20MMØ

2-12MMØ

SCHEDULE OF COLUMN

C1

DETAIL OF TIE-BEAM

NOTES:

STRUCTURAL DESIGN (PROGRESSIVE TYPE)

STRUCTURAL DESIGN VARIES WITH

SOIL BEARING CAPACITY OF THE LOCATION

NOT TO SCALE

20mmØ REBARS ON

10mm dia STIRRUPS

[email protected], [email protected],

[email protected]

NGL

0.40

M

COLUMN

FOOTING

COLUMN

FOOTING

T

1.50

M.

BACKFILL

EARTH 90% COMPACTED

TIE BEAM

S1

2

SCHEDULE OF SLAB

THKSLAB

100

(+)MARK

S1

REMARKS

TWO-WAY

BAR

150175

(dia)

150 150200200

SHORT SPAN (mm) LONG SPAN (mm)

10mm

TOP BARS

DISC EDGE

(TBD)

BOTTOM

BARS (BB)

TOP BARS

CONT EDGE

(TBC)

TOP BARS

DISC EDGE

(TBD)

BOTTOM

BARS (BB)

TOP BARS

CONT EDGE

(TBC)

2.00

3.00

4.00

5.00

FOUNDATION PLAN

NOT TO SCALE

S1

1

EARTH 90% COMPACTED

WATER TANK ELEVATION

NOT TO SCALE

7.60

1.00

CS

0.250.25

0.40

MS

0.20

0.40

B-2

B-1

3-20MMØ

3-20MMØ

8-20MMØ

8-20MMØ

0.40

2-12MMØ

8-20MMØ

8-20MMØ

2-12MMØ

4-20MMØ

2500 Gal WATER TANK





PREPARED BY:

DATE :

24POLICE MAJOR



S8






AS SHOWN



AutoCAD SHX Text

3. NO FOOTING SHOULD REST ON BACKFILL MATERIALS

AutoCAD SHX Text

TO INVESTIGATE SUB-SURFACE CONDITION.

AutoCAD SHX Text

4. INCASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING

AutoCAD SHX Text

CANNOT BE ASCERTAINED THE EXPERT OR A GEOTTHECNICAL ENGINEER

AutoCAD SHX Text

5-16MM%%C B.W.

AutoCAD SHX Text

2. 16MM%%D AND LARGER BARS FY=276MPA (40,000 PSI)

AutoCAD SHX Text

1. 12MM%%D AND SMALLER BARS FY=228MPA (33,000 PSI)

AutoCAD SHX Text

BOTTOM BARS

AutoCAD SHX Text

BAR 'S'

AutoCAD SHX Text

( L X W )

AutoCAD SHX Text

SIZE (MM)

AutoCAD SHX Text

1.00 X 1.00

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

T (M)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

0.30

AutoCAD SHX Text

F1

AutoCAD SHX Text

MARK

AutoCAD SHX Text

D (M)

AutoCAD SHX Text

1.20

AutoCAD SHX Text

BAR 'L'

AutoCAD SHX Text

ISOLATED

AutoCAD SHX Text

REMARK

AutoCAD SHX Text

5-16MM%%C B.W.

AutoCAD SHX Text

BOTTOM REINFORCEMENT

AutoCAD SHX Text

NGL

AutoCAD SHX Text

C1

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. 12mm and smaller bars fy=228Mpa (33,000 Psi)

AutoCAD SHX Text

2. 16mm and longer bars fy=276Mpa (40,000 Psi)

AutoCAD SHX Text

TO

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

SLAB

AutoCAD SHX Text


AutoCAD SHX Text

0.20 M. O.C

AutoCAD SHX Text


AutoCAD SHX Text

SIZE:

AutoCAD SHX Text

0.30X0.30 M.

AutoCAD SHX Text

6-16mm%%C VERT.

ALL PLUMBING WORKS SHALL BE DONE IN ACCORDANCE W/ THE LATEST PROVISIONS

ALL VERT SOIL & WASTE STACK PIPE SHALL BE EXTEND FULL SIZE ABOVE ROOF LINE

PROVIDE 50MM Ø P-TRAP FOR EVERY 100M M Ø X 100MM Ø FLR DRAIN

PROVIDE CLEANOUT FOR EVERY FIFTEEN METERS ( 15.00 M ) DISTANCE

ALL CHANGES IN PIPE SIZES ON SOIL WASTE LINE SHALL BE MADE W/ THE REDUCING

PLUMBING NOTES:

OF THE NATIONAL PLUMBING CODE

AS VENTS EXCEPT OTHERWISE SPECIFICALLY INDICATED

FITTINGS OR RECESS REDUCERS

HORIZONTAL LINE

PROVIDE STOP-COCK FOR EVERY FIXTURES

120m

m

NOT TO SCALE (MM.)

DETAIL OF CATCH BASIN

.30

.10

.10

.50

M.

LIFTING COVER

R.C. COVER W/ STL

STORM DRAINAGE

PIPE LINE

.10.10 .30.50 M.

4-12Ø MM

10 MM O BARS

CHB WALL W/

BARS BOTHWAYS

10 MM THK

DRAIN LINE

PLASTERED FIN.

LIFTING COVER

R.C. COVER W/ STL

SECTION

LEGEND & SYMBOLS

CO CLEAN-OUT

FD FLOOR DRAIN

SHO SHOWER

CV CHECK VALVE

GV GATE VALVE

VSTR VENT STACK THRU ROOF

M WATER METERLAV LAVATORY

WC WATER CLOSET

SV SEPTIC VAULT

UR URINAL

DS DOWNSPOUT

PVC POLYVINYL CHLORIDE

DRAINAGE PIPE LINE

LAV LAVATORY

WC WATER CLOSET

UR URINAL

COLD WATER LINE

P L A N

NOTE:

VERIFY SIZE OF SEPTIC TANK TO LOCATION

SEPTIC TANK DETAIL

NOT TO SCALE

1.50

M

.55

3.20M.80 .15

.05 .05.30.40

1.00 .15

.40

.55

.40 X .40

.15

6" CHB

MANHOLE

.80.15

4" CHB

6" CHB

12MM∅ BARS

SPACED @ .20M

O.C BW

S E C T I O N

0.0

5

.15

.30

1.80

M

.05 .05

.50

.40

AIR SPACE

WATER LEVEL

CHAMBER

DIGESTIVE

.40M

WF1

∅12 LIFT BAR

AIR SPACE

WATER LEVEL

CHAMBER

LEACHING

0.0

5

0.0

5

CHAMBER

LEACHING

2 1

12MM∅ BARS

SPACED @ .20M

O.C BW

4" CHB

6" CHB

1.50

M

3.20M.80 .15 1.00 .15.15.80.15

0.5M

0.0

5

TO MAIN

SEWER LINE

OUTLET PIPE

TO

S

EP

TIC

V

AU

LT

IN

LE

T P

IP

E

TO MAIN

SEWER LINE

OUTLET PIPE

TO MAIN

SEWER LINE

OUTLET PIPE

TO

SEPTIC VAULT

INLET PIPE

FAU FAUCET

PLAN

P1

1

P1

2

WATER LEVEL

AIR SPACE

SOIL PIPE LINE

CB CATCH BASIN

VENT PIPE LINE

PPR POLYPROPYLENE RANDOM





PREPARED BY:

DATE :

24POLICE MAJOR



P1






AS SHOWN



AutoCAD SHX Text

SLOPE 1:10 (MIN)

WC

LAV

SHO

SHO

LAV

WC

GV

FAU

GV

FR. BELOW

CONN. ABOVE

WCLAV

FAU

FAU

20mmØ PPR CWL PIPE

20

mm

Ø P

PR

C

WL

P

IP

E

FAU

FAU

GROUND FLOOR PLAN SECOND FLOOR PLAN ROOFDECK FLOOR PLAN

WATERLINE LAY OUT

1:100MSCALE

0 1 2 4

FAU

CONN. ABOVE

20mmØ PPR CWL PIPE

12.5mmØ PPR

CWL PIPE

20mmØ PPR CWL PIPE

12.5mmØ PPR

CWL PIPE

wc

P O R C H

wc

P2

1

WM

FR. MAIN

WATER SOURCE

GV

MP

WATER

TANK

1 HP

MOTOR PUMP

2-2500 GALS

WATER TANK

WATER

TANK

GV

CV

20mmØ PPR CWL PIPE

GV





PREPARED BY:

DATE :

24POLICE MAJOR



P2






AS SHOWN




DRAINAGE LAY OUT

1:100MSCALE

0 1 2 4

FD

FD

FD

FDFD

FD

FD FD

TO MAIN

DRAINAGE LINE

TO MAIN

DRAINAGE LINE

TO MAIN

DRAINAGE LINE

DS

100MM Ø PVC

DOWNSPOUT PIPE

TO MAIN

DRAINAGE LINE

150MM Ø PVC

STORM DRAIN PIPE

150MM Ø PVC

STORM DRAIN PIPE

15

0M

M Ø

P

VC

ST

OR

M D

RA

IN

P

IP

E

15

0M

M Ø

P

VC

ST

OR

M D

RA

IN

P

IP

E

15

0M

M Ø

P

VC

ST

OR

M D

RA

IN

P

IP

E

15

0M

M Ø

P

VC

ST

OR

M D

RA

IN

P

IP

E

150MM Ø PVC

STORM DRAIN PIPE

150MM Ø PVC

STORM DRAIN PIPE

CB CB CB CB

CBCB

CB CB CB

DS

100MM Ø PVC

DOWNSPOUT PIPE

DS

100MM Ø PVC

DOWNSPOUT PIPE

DS

100MM Ø PVC

DOWNSPOUT PIPE

DS

100MM Ø PVC

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

DS

DS

DOWNSPOUT PIPE

DS

100MM Ø PVC

DOWNSPOUT PIPE

DS

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

DS

FD FD

DS

DSDS

DS

DS

DS

100MM Ø PVC

DS DSDS DS

100MM Ø PVC

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

100MM Ø PVC

DOWNSPOUT PIPE

P3

1





PREPARED BY:

DATE :

24POLICE MAJOR



P3






AS SHOWN




SANITARY LAY OUT

1:100MSCALE

0 1 2 4

SO

IL

W

AS

TE

P

IP

E

15

0M

M Ø

P

VC

TO

M

AIN

S

EW

ER

AG

E O

UT

LE

T P

IP

E

SEPTIC

TANK

100MM Ø PVC SOIL WASTE PIPE

FD

WC

FD

WC

LAV

CO

SO

IL W

AS

TE

P

IP

E

100M

M Ø

P

VC

75MMØ PVC PIPE

100MMØ PVC PIPE

75MMØ PVC PIPE

100MMØ PVC SOIL STACK

CO

LAV

SD

SDLAV

WC

FD

FD

WC

SO

IL W

AS

TE

P

IP

E

100M

M Ø

P

VC

50MMØ PVC VENT STACK

50MM Ø PVC VENT PIPE

50MM∅ PVC

VENT STACK PIPE

(wall (high) mounted)

50MM Ø PVC VENT PIPE

WC

FD

P4

1

FD

100MMØ PVC SOIL STACK

50MMØ PVC VENT STACK

75MMØ PVC VENT VSTR





PREPARED BY:

DATE :

24POLICE MAJOR



P4






AS SHOWN



GFL

SERVICE ENTRANCESINGLE PHASE, 240VAC, 60Hz2 - 100 mm² THW Cu Wire1 - 22 mm² THW in 65 mm Ø RSC Pipe

DRIP LOOPat least 1500mm

1-65 mmØ RIGID STEEL CONDUITw/ COMPLETE SUPPORTS

58" Ø EYEBOLT

GALVANIZED

KWHR METERCT RATED in NEMA 3R ENCLOSURES

SERVICE DROP LINE2-100 mm² THW Cu Wire

1-22 mm² ACSR

USESOLDERLESS

CONNECTORS

2ndFL

Roofdeck

2-38 mm sq THHN/THWN Cu Wire1-14 mm sq THHN/THWN Cu Wire

in 40 mm Ø RSC Pipe

CURRENT TRANFORMERENCLOSED, CTR: 5:200

15 mm Ø RSC with clamps4-3.5mm² THHN Cu Wire

SERVICE ENTRANCE POLE (See Detail 3-E1)3700mm High for residential property and driveways5500mm High for public streets, alleys, roads,parking areas subject to truck traffic

200A

1-65 mm Ø RSC PIPESFOR PROVISION OF GEN SET

PROVIDE MAIN DISCONNECTING MEANSIN NEMA 3R ENCLOSURES for SERVICELATERAL OF MORE THAN 30M 2-100 mm² THW CU WIRE

1-22 mm² THW CU WIREIN 90 mm Ø RSC PIPE

PROVIDE GROUNDING RODCOPPER CLAD STEEL ROD 16 mm Ø x 2400 mm

1 - 22 mm² THW Cu Wire (Grounding)in 20 mm Ø PVC Pipe, Sched 40PROVIDE GROUNDING ROD

COPPER CLAD STEEL ROD 16 mm Ø x 2400 mm

1 - 22 mm² THW Cu Wire (Grounding)in 20 mm Ø PVC Pipe, Sched 40

PB2

PB1MTS

SERVICE ENTRANCE DETAIL

2-38 mm² THW CU WIRE1-14 mm² THW CU WIREIN 40 mm Ø RSC PIPE

GENERAL NOTES:

ALL ELECTRICAL WORKS HEREIN SHALL BE DONE INACCORDANCE WITH THE NATIONAL BUILDING CODE,PROVISIONS OF THE LATEST APPROVED PHILIPPINE ELECTRICALCODE, THE LAWS AND ORDINANCES OF THE LOCAL CODEENFORCING AUTHORITIES AND REQUIREMENTS OF THE LOCALELECTRIC, TELEPHONE COMPANY AND BUILDINGADMINISTRATION REQUIREMENTS.

1. CONTRACTOR SHALL SECURE ALL ELECTRICAL PERMIT ANDALL FEES REQUIRED FOR THE WORKS AND FURNISH THEOWNER THE CERTIFICATE OF FINAL ELECTRICALINSPECTION,

2. CONTRACTOR SHALL CONDUCT EARTH GROUND TEST,WIRE INSULATION AND LOAD TEST UPON COMPLETION OFWORKS,

3. INCASE OF DISCREPANCY BETWEEN PLANS AND SITECONDITION, SPECIFICATIONS & REVISIONS/ CHANGES, THECONTRACTOR SHOULD IMMEDIATELY VERIFY & CONSULTTO/WITH THE ELECTRICAL ENGINEER OF THE PNPENGINEERING SERVICE (PNPES),

4. ALL LOCATION & MOUNTING HEIGHTS ARE SUBJECT TOAPPROVAL OF ELECTRICAL ENGINEER OF PNPES,

5. CONTRACTOR SHALL BE RESPONSIBLE IN THE PREPARATIONOF AS-BUILT PLANS DULY SIGNED AND SEALED BY APROFESSIONAL ELECTRICAL ENGINEER, AND ELECTRONICAUTOCAD FILES,

6. FINAL LIGHTING FIXTURES AND WIRING DEVICES SHALL BEAPPROVED BY PNPES, REPRESENTATIVE/ENGINEER,

7. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATIONOF SHOP OR CONSTRUCTION DRAWING REQUIRED BYOWNER/ARCHITECH/ENGINEER, THIS INCLUDES DEVICESAND FIXTURES ELEVATION,

8. CONTRACTOR SHALL VISIT SITE CONDITION AND INCLUDEALL COST NECESSARY TO COMPLETE THE SYSTEM AT NOCOST TO OWNER, INCLUDING COST OF CORING SERVICEAND EXPENSES FOR THE RESTORATION OF ANY DAMAGE/AFFECTED CIVIL/ ARCHITECTURAL FINISHES ORRELOCATION OF EXISTING FACILITIES ON BUILDING,

9. CONTRACTOR SHALL LOCATE ALL SPLICING BOXES TOACCESSIBLE PLACE OR WITH ACCESS PANELS,

10. NOMINATED CONTRACTOR TO VERIFY ALL EQUIPMENTSTO BE INSTALLED OR PLACE WITHIN THE BUILDING, ANDMAKE AN ADJUSTMENT WITH THE PNPES ENGINEER/ARCHITECT CONSENT,

11. THIS DRAWINGS ARE DIAGRAMATIC LAYOUT ONLY, ANYMATERIALS AND FITTINGS NOT SHOWN ON THIS PLANSBUT NEEDED TO COMPLETE THE SYSTEM AND OPERATIONSHALL BE INCLUDED WITH THE CONTRACTOR'S SCOPE OFWORKS.

12. ADDITIONAL NOTES:

· USE OF MICA SHALL BE LIMITED TO 150mm MAXIMUM· USE OF FLEXIBLE METALLIC CONDUIT SHALL BE LIMITED

TO 1mMAXIMUM

· PROVIDE PROPER CONDUIT SUPPORT, G.I. WIRES ASSUPPORTSHALL NOT BE ALLOWED

· PROVIDE DOUBLE COAT OF RUST PROTECTIVE PAINT(RED OXIDEPRIMER) ON HANGERS AND SUPPORTS.

SPECIFICATIONS:ALL WORKS SHALL BE DONE UNDER THE DIRECT SUPERVISION OFLICENSE DULY REGISTERED ELECTRICAL ENGINEER ORREGISTERED MASTER ELECTRICIAN.

1. POWER SUPPLY TO THE BUILDING SHALL BE 230V, SINGLEPHASE, 3-WIRES, 60HZ.

2. ALL MATERIALS TO BE USED SHALL BE NEW ANDAPPROVED TYPE FOR PURPOSE & LOCATION.

3. NORMAL AND EMERGENCY CIRCUIT SHALL NOT BECOMBINED IN ONE RACEWAY OR CONDUIT.

4. RECEPTACLES FOR GENERAL USE SHALL BE DUPLEX 20A,250VAC, GROUND TYPE.

5. ALL WIRES SHOULD HAVE A MAXIMUM LOAD OF 80% OFWIRE AMPACITY.

6. LIGHT SWITCHES MINIMUM RATING SHALL BE 16A 230VAC.

7. ALL MATERIALS TO BE USED SHALL BE BRAND NEW ANDSHALL HAVE THE "P.S." MARKS.

8. MOUNTING HEIGHTS SHALL BE AS FOLLOWS:

A. LIGHT SWITCHES - 1.37m above Floor finishB. CONVENIENCE OUTLET - 0.3m above Floor

finishC. TELEPHONE OUTLET - 0.3m above Floor finishD. PANEL BOARD - 1.8m ABOVE FLOOR FINISH

9. CONDUIT EMBEDED WITHIN CONCRETE WALL SHALL HAVEA MINIMUM CEMENT PLASTERED OF 20mm THICK.

10. ALL CONDUIT/ PIPE ABOVE CEILING SHOULD HAVEINDEPENDENT HANGER/ SUPPORTS.

11. ALL LIGHTING FIXTURES SHOULD HAVE INDEPENDENTHANGER/ SUPPORTS.

12. ALL BOXES SHALL BE OCCUPIED ONLY OF 50% OF WIREVOLUME.

13. VOLTAGE DROP SHALL BE LIMITED TO 2.5% FROM SOURCETO PANEL BOARD AS P.E.C. REQUIREMENT OR ACCEPTABLETO THE LABORATORY EQUIPMENT.

14. CIRCUIT BREAKERS SERVING MOTORS AND LIGHTINGSHALL BE INDUSTRIAL AND COMMERCIAL BOLT-ON TYPERESPECTIVELY WITH MINIMUM OF 14kAIC.

15. ALL WIRES AND CABLES SHALL BE BRAND NEW ANDAPPROVED TYPE.

16. ALL CIRCUITS SHALL BE 2-WIRES 1Ø AND PREFERABLY BECOLOR CODED AS FOLLOWS:

LINE 1 - BLACKLINE 2 - REDGROUND WIRE - WHITE/GRAY

17. USE SOLDERLESS CONNECTOR, MECHANICAL 1 PRESSURETYPE COPPER LUGS FOR CONNECTION OF WIRES LARGERTHAN 8mm².

MDM

N. G. L.

NOTE:Coordinate to the Structural Engineerthe Size of Steel Bars

SERVICE POLE DETAIL

1.00

1.0

0

0.3

5

1.00 0.40

0.3

0

0.20

TOP

1.5

STEEL BARSSTIRRUPS

4 STEEL BARSBOTHWAYS

NOTES:1. THE LOCATION OF SERVICE ENTRANCE MAY DEPEND ON THENEAREST ELECTRIC UTILITY SUPPLY2. THE LOCATION OF PROPOSED EMERGENCY SUPPLY MAYALSO DEPEND ON THE SITE DEVELOPMENT3. SEE DETAIL OF DISTRIBUTION PANEL AT E2-E4





PREPARED BY:

DATE :

24POLICE MAJOR



E1






AS SHOWN


2 - 38 mm² THHN/THWN CU WIRE1 - 14 mm² THHN/THWN CU WIRE

in 40 mm Ø RSC PIPE

1 2 G

GROUNDING LUGS

L O A D OCPDNO. & SIZEof WIRE &CONDUIT

DESCRIPTION LO COSPO/NEMA

3RTotal Volts kVA Amps AT, AF, POLE,

kAICWIRE mm²PVC mmØ

2 Lighting Outlet (1st Floor) 11 11 230 1.10 4.78 15, 50, 2, 18 2-3.5+1-2.0 / 20

4 Convenience Outlet (1st Floor) 7 0 7 230 1.26 5.48 20, 50, 2, 18 2-3.5+1-2.0 / 20

6 1HP WT ACU (1st Floor) 1 1 230 1.84 8.00 30, 50, 2, 18 2-5.5+1-3.5 / 25

8 3/4HP WT ACU (1st Floor) 1 1 230 1.59 6.90 20, 50, 2, 18 2-5.5+1-3.5 / 25

10 SPARE (WATER PUMP) 230 3.00 13.04 30, 50, 2, 18 2-5.5+1-3.5 / 25

Sub-total 11 7 2 20 8.79 38.20







5 Convenience Outlet (1st Floor) 7 0 7 230 1.26 5.48 20, 50, 2, 18 2-3.5+1-2.0 / 20

7 1HP WT ACU (1st Floor) 1 1 230 1.84 8.00 30, 50, 2, 18 2-5.5+1-3.5 / 25

9 SPARE 230 3.00 13.04 20, 50, 2, 18 / 25

Sub-total 16 7 1 24 7.70 33.48

SCHEDULE OF LOADS, COMPUTATIONS & DETAIL OF PANEL BOARD

2 - 38 mm² THHN/THWN CU WIRE1 - 14 mm² THHN/THWN CU WIRE

in 40 mm Ø RSC PIPE

1 2 G

GROUNDING LUGS





2 Lighting Outlet (2nd Floor) 14 14 230 1.40 6.09 15, 50, 2, 18 2-3.5+1-2.0 / 20

4 Convenience Outlet (2nd Floor) 7 0 7 230 1.26 5.48 20, 50, 2, 18 2-3.5+1-2.0 / 20

6 Convenience Outlet (Roof deck) 5 0 5 230 0.90 3.91 20, 50, 2, 18 2-3.5+1-2.0 / 20

8 1HP WT ACU (2nd Floor) 1 1 230 1.84 8.00 30, 50, 2, 18 2-5.5+1-3.5 / 25

10 1HP WT ACU (2nd Floor) 1 1 230 1.84 8.00 30, 50, 2, 18 2-5.5+1-3.5 / 25

12 3/4HP WT ACU (2nd Floor) 1 1 230 1.59 6.90 20, 50, 2, 18 2-5.5+1-3.5 / 25

14 SPARE 230 3.00 13.04 20, 50, 2, 18 / 25

Sub-total 14 12 3 29 11.83 51.42





1 Lighting Outlet (2nd Floor) 11 11 230 1.10 4.78 15, 50, 2, 18 2-3.5+1-2.0 / 20

3 Lighting Outlet (Roof deck) 17 17 230 1.70 7.39 15, 50, 2, 18 2-3.5+1-2.0 / 20

5 Convenience Outlet (2nd Floor) 7 0 7 230 1.26 5.48 20, 50, 2, 18 2-3.5+1-2.0 / 20

7 1/2HP WT ACU (2nd Floor) 1 1 230 1.13 4.90 20, 50, 2, 18 2-3.5+1-2.0 / 20

9 1HP WT ACU (2nd Floor) 1 1 230 1.84 8.00 30, 50, 2, 18 2-5.5+1-3.5 / 25

11 1HP WT ACU (2nd Floor) 1 1 230 1.84 8.00 30, 50, 2, 18 2-5.5+1-3.5 / 25

13 SPARE 230 3.00 13.04 20, 50, 2, 18 / 25

Sub-total 28 7 3 38 11.87 51.60

COMPUTATIONS OF LOADS: PANEL BOARD 1Iw (Ampacity of Wire)= (Total current, It x Demand factor,df) + 25% of Largest motor

Iw (Wire ampacity) = 60.93 + 2.00 = 62.93 USE: 2 - 38 mm² THHN/THWN + 1 - 14 mm² THHN/THWN Copper Wire in 40 mm Ø RSC PIPE

Icb (Main Over Current Protection Device)= Iw + Largest motor

Icb (Main OCPD) = 62.93 + 8.00 = 70.93 12 Branches Panel Board, 100AF with 100 AT Main CB, Bolt-on, Center Main, 2 Pole, 240V, 60Hz withGrounding Lugs

COMPUTATIONS OF LOADS: PANEL BOARD 2Iw (Wire Ampacity)= (Total current, It x Demand factor,df) + 25% of Largest motor

Iw (Wire ampacity) = 87.57 + 2.00 = 89.57 2 - 38 mm² THHN/THWN + 1 - 14 mm² THHN/THWN Copper Wire in 40 mm Ø RSC PIPE

Icb (Main Over Current Protection Device)= Iw + Largest motor

Icb (Main OCPD) = 89.57 + 8.00 = 97.57 14 Branches Panel Board, 200AF with 125 AT Main CB, Bolt-on, Center Main, 2 Pole, 240V, 60Hz withGrounding Lugs





PREPARED BY:

DATE :

24POLICE MAJOR



E2






AS SHOWN



AutoCAD SHX Text

100A

AutoCAD SHX Text

30A

AutoCAD SHX Text

30A

AutoCAD SHX Text

20A

AutoCAD SHX Text

30A

AutoCAD SHX Text

20A

AutoCAD SHX Text

15A

AutoCAD SHX Text

15A

AutoCAD SHX Text

15A

AutoCAD SHX Text

20A

AutoCAD SHX Text

30A

AutoCAD SHX Text

125A

AutoCAD SHX Text

30A

AutoCAD SHX Text

30A

AutoCAD SHX Text

30A

AutoCAD SHX Text

20A

AutoCAD SHX Text

20A

AutoCAD SHX Text

20A

AutoCAD SHX Text

30A

AutoCAD SHX Text

20A

AutoCAD SHX Text

20A

AutoCAD SHX Text

15A

AutoCAD SHX Text

15A

AutoCAD SHX Text

15A

AutoCAD SHX Text

20A

AutoCAD SHX Text

20A

11 ACU WT (3/4 HP)

100 A, 1P

1

125 A, 1P

15 A, 1P 15 A, 1PLIGHTING (2nd FLOOR)

LIGHTING(ROOFDECK)

C. O. (2nd FLOOR)

LIGHTING (2nd FLOOR)

C. O. (2nd FLOOR)

C. O. (ROOFDECK)

ACU WT (1 HP)

ACU WT (1 HP)

ACU WT (0.5 HP)

S P A R ES P A R E

M

TO NEAREST POSSIBLE LOCATIONFOR THE PROVISION OF GENERATOR

OR EMERGENCY POWER SUPPLYPROVIDE WITH CONNECTOR IN

PULLBOX/NEMA 3R AS REQUIRED

2-100mm² THW Cu Wire1-22mm² THW Cu Wire (Grounding)

in 65mm Ø RSC Pipe

2-100mm² THW Cu Wire1-22mm² THW Cu Wire (Grounding)in 65mm Ø RSC Pipe

SERVICE ENTRANCE3-WIRE, SINGLE PHASE

PANELBOARD 2

PROVIDE GROUNDING RODCOPPER CLAD STEEL ROD 16 mm Ø x 2400 mm

200A MTS, BREAKER TYPE

2-38mm² THW Cu Wire1-14mm² THW Cu Wire (Grounding)in 40mm Ø RSC Pipe

CT RATED METERCTR 5:200

2-38mm² THW Cu Wire1-14mm² THW Cu Wire (Grounding)

in 40mm Ø RSC Pipe

15 A, 1P 20 A, 1P

20 A, 1P 20 A, 1P

20 A, 1P 30 A, 1P

30 A, 1P 30 A, 1P

30 A, 1P 20 A, 1P

20 A, 1P 20 A, 1P

3

5

7

9

13

12

2

4

6

8

14

10

15 A, 1P 15 A, 1P

15 A, 1P 20 A, 1P

20 A, 1P 30 A, 1P

30 A, 1P 20 A, 1P

20 A, 1P 30 A, 1P

1

3

5

7

9

2

4

6

8

10 ACU WT (1.0 HP)

ACU WT (1.0 HP)

LIGHTING (1st FLOOR)


C. O. (1st FLOOR)


C. O. (1st FLOOR)

ACU WT (3/4 HP)ACU WT (1.0 HP)

S P A R E (WATER PUMP)S P A R E

PANELBOARD 1

ACU WT (1 HP)

2 x 18 LED TUBE in 1' x 4' CASING with DIFFUSER

1 x 18 LED TUBE in BOX TYPE CASING

LED EMERGENCY LIGHT

9W LED COVELIGHT/DOWNLIGHT

JUCTION BOX

SINGLE POLE SWITCH

3-SINGLE POLE SWITCH in 1-GANG

Sa

Sabc

PB1 PB1-PANELBOARD 1

LEGEND

CIRCUIT HOMERUN, 5-CIRCUIT HOMERUN NUMBER,PB-PANEL BOARD, 1-NUMBER OF PANEL BOARD

MTS MDM-MAIN DISCONNECTING MEANS,MTS-MANUAL TRANSFER SWITCH

DUPLEX CONVENIENCE OUTLET WITH GROUND

DUPLEX CONVENIENCE OUTLET WEATHER PROOF

COMPUTATIONS OF LOADS: MAIN DISCONNECTING MEANS & MTSIw (MAIN SERVICE ENTRANCE CONDUCTOR)= (Total current, It x Demand factor,df) + 25% of Largest motor

Iw (WIRE AMPACITY) = 148.50 + 2.00 = 150.50 USE: 2-100 MM² THW + 1 - 22 MM² THW CU WIRE in 65 MM Ø RSC PIPE

Icb (Main Over Current Protection Device)= Iw + Current of Largest motor

Icb (MAIN OCPD) = 150.50 + 8.00 = 158.50 USE:MAIN DISCONNECTING MEANS AND/OR MANUAL TRANSFER SWITCH, BREAKER TYPE,250AF with 200AT CB, 2 POLE, 240V, 60HZ with GROUNDING LUGS

TRANSFORMER & GENERATOR RATING:

KVA LOAD = [(Iw + I largest motor)*.23]*1.25= 36.5 x 1.250 = 29.16

USE: 1-50 KVA DISTRIBUTION TRANSFORMER, Secondary Voltage:110/240V, Primary Voltagedepending on the available primary supply of the Utility Company or Cooperative

Sab 2-SINGLE POLE SWITCH in 1-GANG

WP

WP

WP WP

WP

421

8.0

0M

12.00M

3.0

0

4M

4M

4M

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2.7

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1.5

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C O V E R E D

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2 3 4 5 6 7 81

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ROOF LINE

ROO

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1:100MSCALE1 2

1:100MSCALE1 2

TVC1

TVC2

TTB1

TTB2

RTR1 RTR

4

RTR2

RTR3

TTB4

RTR

TVC3

SECOND FLOOR

TELECOMMUNICATION LAYOUT

ROOFDECK


GROUND FLOOR


RTR3

TTB3

TTB1

RTR1

TTB3

TVC3

RTR

TVC2RTR

4

TTB4

TVC1

TTB2

SINGLE LINE DIAGRAM

Wireless Broadband(outdoor)

InternetRiser Down

TV CableRiser Down

InternetRiser Down/Up

TV CableRiser Down/Up

5PB1

TVC TVC

RTR2

TelephoneRiser Down/Up

InternetRiser Up

TV CableRiser Up

TelephoneRiser Up

TELEVISION CABLE OUTLET

TELEPHONE NODE

TV CABLE DISC ANTENNA

LAN/INTERNET OUTLET

LAN ROUTERRTR

TELEPHONE TERMINAL BOXTTB

SPLITTER ON PULL BOXTVC

3-WAY SWITCH, i-CONTROLLED FIXTURES3w-i





PREPARED BY:

DATE :

24POLICE MAJOR



E3






AS SHOWN



AutoCAD SHX Text

J

4PB2

5PB2

12PB2

7PB2

8PB2

9PB2

10PB2

11PB2

6PB2

GROUND FLOOR LIGHTING LAYOUT

x y z

a b c

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3.2

5M

1.9

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2.5

M3

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5M

2.5

M

4M 4M

3

1:100MSCALE1 2

aa

a a

a

ad

a

b b b b

c c

c c

i

r s

SECOND FLOOR LIGHTING LAYOUT

1:100MSCALE1 2

ROOFDECK LIGHTING LAYOUT

1:100MSCALE1 2

1LP2

2LP2

Sabc

Srs

Sa

Sa

Sa

S3w-iSde

d

e

vSv

SabcSabc

Sk Sd

3LP2

S3w-kSabc

k

1LP1

2LP1

3LP1

4321

8.0

0M

A

B

C

12.00M

3M 1M 1.2M 1M 1.8M

4M

4M

4M

4M

4M

2.4

3M

2.8

2M

2.7

5M

1.5

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3M

1M

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5M

3M

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3 421

A

C

12M

4M

8M

4M

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1.2M 1.2M

A

B

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4PB1

5PB1

6PB1 8

PB1

7PB1

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WP

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Riser Down

a a b b

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ca

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py ln

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STEP DWN

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EE

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CO

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G

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1

2

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canopy ln.

ca

no

py ln

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ca

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canopy ln.

ca

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py ln

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canopy ln.

can

op

y ln.

PLANTBOX

PLANT BOX

PLA

NT

BO

X

PLA

NT

BO

X

T&B

UP

H A L L W A Y

REST RM.

LOCKER

COP/ DEP. COP

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LO

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ca

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C O V E R E D

R O O F D E C K

DN

ROOF LINE

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F LI

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421

8.0

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12.00M

3.0

0

4M

4M

4M

3.2

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2.5

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4M 4M

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B

C

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2

3

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3

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ca

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ca

no

py ln

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canopy ln.

ca

no

py ln

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canopy ln.

ca

no

py ln

.

PLANTBOX

PLANT BOX

PL

AN

TB

OX

PL

AN

TB

OX

4321

8.0

0M

A

B

C

12.00M

3M 1M 1.2M 1M 1.8M

4M

4M

4M

4M

4M

2.4

3M

2.8

2M

2.7

5M

1.5

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3M

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2.1

5M

3M

1.1

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T&B

UP

H A L L W A Y

REST RM.

LOCKER

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CONFERENCE RM

LO

CK

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QUARTERS

87654321

OPNS

EVIDENCE

RM

RADIO

STEEL

ACCORDION

9

SLIDING

STEEL DOOR

DN

17 16 15 14 13 12 11 10

T&B

VARIFOLD

PARTITION

VARIFOLD

PARTITION

LA

DD

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RU

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LA

DD

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canopy ln.

ca

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ca

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py ln

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ca

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3 421

A

C

12M

4M

8M

4M

4M

1.2

M1

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M

4M 4M

1.2M 1.2M

C O V E R E D

R O O F D E C K

2 3 4 5 6 7 81

9

1011121314151617

DN

ROOF LINE

ROO

F LI

NE

GROUND FLOOR POWER LAYOUT

1:100MSCALE1 2

SECOND FLOOR POWER LAYOUT

1:100MSCALE1 2

ROOFDECK POWER LAYOUT

1:100MSCALE1 2

k

S3w-k

PB1 PB2MTS Riser Down

NOTES:1. SERVICE ENTRANCE POLE WILL DEPEND ON THE LOCATION OFTHE NEAREST ELECTRIC UTILITY SUPPLY2. LOCATION OF PROPOSED EMERGENCY SUPPLY ALSO VARY3. PROVIDE 30A CB IN NEMA 3R ENCLOSURE FOR WATER PUMP

E4

1

E4

2

E4

3

E4

4

E4

5

E4

6





PREPARED BY:

DATE :

24POLICE MAJOR



E4






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J

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