proposed construction of main entrance...

A-1

SHEET NO.SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:

CHECKED BY:PREPARED BY:PROJECT TITLE:

LOCATION:

Republic of the Philippines

NATIONAL POLICE COMMISSION

PHILIPPINE NATIONAL POLICE

Camp Quintin M Merecido, Davao City

ENGINEERING SERVICE

REGIONAL PROJECT MANAGEMENT UNIT 11

PROPOSED CONSTRUCTION OF

Kidalapong, Malita, Davao Occidental

MAIN ENTRANCE GATE

Director, ES

Police Chief Superintendent

PHILIP LAWRENCE S ABAPO III

Police Senior Inspector

ANTONIO A TAYLAN, JR

Deputy Chief, RPMU

MARIA DEOVINA G SEVILLANO

Police Chief Inspector

Acting Chief, RPMU

ABELARDO C MATILLANO

Police Senior Superintendent

Deputy Director, ES

MANUEL G FABROS


Acting Chief, ID, ES

HONORIO R AGNILA

Police Superintendent

Chief of Staff, ES

PERSPECTIVE1A 1

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THIS SITE

CAMP DEVELOPMENT PLAN1A 1

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SITE DEVELOPMENT PLAN1A 1

GROUND FLOOR PLANSCALE 1:150M

GUARD

HOUSE

1

2

3

ENTRANCE GATEEXIT GATE

W1

W2W2

W1

1.70

1.20

1.70 6.00 2.50 1.706.00

2.90

17.90

A B E FC DC

C

2 2

D1 D1

SECOND FLOOR PLANSCALE 1:100M

H A L L W A Y1

2

3

1.70

1.20

1.70 6.00 2.50 1.706.00

2.90

17.90

A B E FC DC

C

2 2

W3 W3

D1 D1

FRONT ELEVATIONSCALE 1:150M

A B E F

EXIT GATE ENTRANCE GATE

C D

W1


DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE

1.70 6.00 2.50 6.00 1.70

17.90

4.50

4.50

7.80

0.50

BEAM

1.80

2.80

2nd FFL

SPECIFICATIONS

DESCRIPTIONMARK

EXTERIOR WALLPAINTED FIN. (PNP GRAY)

A5

A1 A6

A4

COLUMNWALLPAINTED FIN. (PNP BLUE)

SEE DETAIL @ S5

PAINTED FIN. (PNP WHITE)

A3A2

PAINTED FIN. (WHITE)

PAINTED FIN. (PNP BLUE)

REAR ELEVATIONSCALE 1:150M

ABF

EXIT GATEENTRANCE GATE

E ED C

W1

T H A N K Y O U F O R V I S I T I N GDAVAO OCCIDENTAL PPO

1.70 6.00 2.50 6.00 1.70

17.90

D1 D1

W3 W3

4.5

0

7.8

0

0.50

BEAM

2.8

0

2nd FFL

4.5

0

1.8

0

A5

A1 A6

A4A3A2

SPECIFICATIONS

DESCRIPTIONMARK

EXTERIOR WALLPAINTED FIN. (PNP GRAY)

COLUMNWALLPAINTED FIN. (PNP BLUE)

SEE DETAIL @ S5

PAINTED FIN. (PNP WHITE)

PAINTED FIN. (WHITE)

PAINTED FIN. (PNP BLUE)

A-2


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION:





ENGINEERING SERVICE




MAIN ENTRANCE GATE

Director, ES





Deputy Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

SHEET NO.APPROVED BY:

Director, ES


ANTONIO A TAYLAN, JRABELARDO C MATILLANO


Deputy Director, ES

AutoCAD SHX Text

A1

AutoCAD SHX Text

A2

AutoCAD SHX Text

A3

AutoCAD SHX Text

A4

AutoCAD SHX Text

A5

AutoCAD SHX Text

A6

AutoCAD SHX Text

A1

AutoCAD SHX Text

A2

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A3

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A4

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A5

AutoCAD SHX Text

A6

LONGITUDINAL SECTIONSCALE 1:150M

W1

CEILING LINE

W3W3

0.40

0.50

5.00

2.80

A B E FC D

1.70 6.00 2.50 6.00 1.70

17.90

D1 D1

D1 D1

4.50

1.80

CROSS SECTIONSCALE 1:150M

1.50

4.50

1.80

TYPICAL ELEVATIONSCALE 1:150M

1.50

7.80

W2

0.50

W1

0.25

0.10

0.90

1.20

0.35

W2

0.25

0.10

0.90

1.20

0.35

1.50

0.60

1.200.20 0.20

W3

D1

D1

STEEL CASEMENT WINDOW

5mm THK. CLEAR GLASS

W CONCRETE CANOPY

(2.38M X O.40M X 0.10M Thk)

STEEL CASEMENT WINDOW


W CONCRETE CANOPY

(1.70M X O.40M X 0.10M Thk)

SLIDING WINDOW


W CONCRETE CANOPY

(1.60M X O.40M X 0.10M Thk)

ALUMINUM SWING DOOR

POWDER COATED

W TINTED FIXED GLASS

W CONCRETE CANOPY

(1.40M X O.40M X 0.10M Thk)

2.10

0.20 0.20

0.20

0.10

1.00

DOOR DETAILSCALE 1:150M

WINDOW DETAILSCALE 1:150M

123 123

A-3


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION:





ENGINEERING SERVICE




MAIN ENTRANCE GATE

Director, ES





Deputy Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

SIZE OF WIRE & CONDUITS

3.5 MM2 THHN WIRE15 MM DIA PVC PIPE3.5 MM2 THHN WIRE15 MM DIA PVC PIPE

LIGHTING OUTLET

LOAD DESCRIPTION

4

CKT

23

1

PB-1NUMBER OF

LIGHTINGCONVENIENCEVOLTS

230 VS1 S2 S3

SWITCHESCIRCUIT BREAKERVOLT-AMP AMPERE

No.16

S C H E D U L E O F L O A D S

1230 V

1 20 A, 2P1600 6.9620 A, 2P600 2.60

CONVENIENCE OUTLET

TOTAL

7201440

3.136.26

28.95 8.0 MM2 THHN WIRE20 MM DIA PVC PIPE

AUTHORITIES CONCERNED IN THE ENFORCEMENT OF RULES AND REGULATION OF ALL LOCAL AND NATIONAL

OF THE PHILIPPINE ELECTRICAL CODE (PEC), THE

1. ALL ELECTRICAL WORKS HEREIN SHALL BE DONE IN

REQUIREMENTS OF THE MANILA ELECTRIC COMPANY, THE

STRICT CONFORMITY WITH THE LATEST APPROVED EDITION

2. THE SUPPLY TO THE BUILDING SHALL BE SINGLE PHASE

SUPPORTS AND FITTINGS.

AGENCY FOR EVERY INTENDED LOCATION AND PURPOSES.NEW AND OF THE APPROVED TYPE BY THE PHIL. STANDARD4. ALL MATERIALS AND EQUIPMENT TO BE USED SHALL BE

POLYVINYL CHLORIDE (PVC) SCHED. 40 WITH PROPER BOXESAND FOR POWER AND LIGHTING LAYOUT SHALL BE DONE IN FEEDER LINE SHALL BE DONE IN RIGID STEEL CONDUIT (RSC),3. NATURE OF WORKS FOR SERVICE ENTRANCE AND MAIN

3-WIRE, 240VOLTS AND 60HZ.

GENERAL NOTES & SPECIFICATION

ELECTRICAL LAWS.

THREE GANG SWITCH

LIGHTINGPOWER PANEL BOARD

CIRCUIT HOMERUN, IND. CKT. NO.

SINGLE PHASESERVICE ENTRANCE

5. SMALLEST SIZE OF WIRE AND CONDUIT DIAMETER TO BE

8. MOUNTING HEIGHTS SHALL BE AS FOLLOWS:

LIGHT SWITCHES - 1.40M ON CENTER TO FIN. GRD. FLR. LN.DUPLEX CONV. OUTLET - 0.30M.O.C. TO FIN. GRD. FLR. LN.PANEL BOARD - 1.50M.O.C. TO FIN. GRD. FLR. LN.

USED UNLESS SPECIFIED IN THE PLAN SHALL SHALL BE3.5MMSQ. (NO. 12 AWG) AND 15 MMØ (1/2"Ø) ELECTRICAL

6. WIRES AND CABLES TO BE USED SHALL BE PURE COPPER WITH 600VOLTS HEAT RESISTANT THERMOPLASTIC WITH NYLON

STANDARD SIZE RESPECTIVELY.

TYPE "THHN"" THW " OR APPROVED EQUAL.

AND SHALL BE UNDER THE DIRECT SUPERVISION FROM A DULYLICENSED, REGISTERED ANDOR PROFESSIONAL ELECTRICAL ENGR.

7. ALL WORKS HEREIN SHALL BE DONE IN WORKMAN-LIKE-MANNER

S

DOWNLIGHT

DUPLEX CONV. OUTLETMETER

TWO GANG SWITCH

M

SabSabc

PB

LEGEND:

ONE GANG SWITCHaCFL LAMP

SINGLE-LINE RISER DIAGRAM

1

3

LIGHTING 2 LIGHTING4

TO

20 A 20 A

60 A MAIN C.B.

NOT

M

SCALE

PANEL BOARD

SINGLE PHASESERVICE ENTRANCE

C.0.

@ 20 MM DIA RSC PIPE2- 8 MMSQ. THHNTHW COPPER WIRE

SPARE

1

CONVENIENCE OUTLET

LIGHTING OUTLET 624

5 10.00SPARE

20 A, 2P20 A, 2P

230 V230 V

23006300

3.5 MM2 THHN WIRE15 MM DIA PVC PIPE3.5 MM2 THHN WIRE15 MM DIA PVC PIPE

20 A

LIGHTING LAYOUT PLANGROUND FLOOR PLAN SCALE 1:150M

a a a bbb

c

c

d d

d d

Sab

LIGHTING LAYOUT PLANSECOND FLOOR PLAN SCALE 1:150M

e e f f

PB1

PB2

Se Sf

w x

y y

z z

Swx

ScdSyz

POWER LAYOUT PLANGROUND FLOOR PLAN SCALE 1:150M

POWER LAYOUT PLANSECOND FLOOR PLAN SCALE 1:150M

PB3

PB3

wp

wp wp

E-1


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION:





ENGINEERING SERVICE




MAIN ENTRANCE GATE

Director, ES





Deputy Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

SANITARY LAYOUT PLANSCALE 1:150M

1

2

3

A B E FC D

FLOOR DRAIN

100MMØ PVC

FLOOR DRAIN

100MMØ PVC

1

2

3

1.70

1.20

1.70 6.00 2.50 1.706.00

2.90

17.90

A B E FC D

2

W3 W3

FLOOR DRAIN

100MMØ PVC

FLOOR DRAIN

100MMØ PVC

FLOOR DRAIN

100MMØ PVC

SANITARY LAYOUT PLANSCALE 1:150M

P-1


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION:





ENGINEERING SERVICE




MAIN ENTRANCE GATE

Director, ES





Deputy Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

AutoCAD SHX Text

DRAINAGE OUTLET

AutoCAD SHX Text

TO MAIN

AutoCAD SHX Text

DRAINAGE OUTLET

AutoCAD SHX Text

TO MAIN

SECOND FLOOR FRAMING PLANSCALE 1:150M

A B C D E F

1

2

3

1.20

1.70

2.90

1.70 2.50 1.706.006.00

B1

B1

B1

B1B2

B2

B2 B2

B2

B2

B2 B2

B3

B3

B2B2

B4 B4

B5

17.90

S1 S1S2

S3

FOUNDATION PLANSCALE 1:150M

A B C D E F

1

2

3 C1F1 C1F1

C2F2

C2F2

C3F3 C3F3C2F2

C2F2

TIE BEAM

TIE BEAM

TIE BEAMTIE BEAM

TIE BEAM

TIE BEAM

TIE BEAM

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

1.20

1.70

2.90

1.70 2.50 1.706.006.00

17.90

C3F3 C3F3

TIE BEAM

TIE BEAM

C3F3C3F3

C3F3C3F3

TIE BEAM

TIE BEAM

ROOF BEAM PLANSCALE 1:150M

A B C D E F

1

2

3

1.20

1.70

2.90

1.70 2.50 1.706.006.00

RB RB

RB

RB

RB RB

RB

RB

17.90

S4 S4

THE LONG SPAN

TOP BARS ALONG

ALONG THE LONG SPAN

TOP BARS DISCONT

10mm

10mm

10mm

SCHEDULE OF SLABS ( 2ND TO ROOFDECK LEVEL )

3. NO FOOTING SHOULD REST ON BACKFILL MATERIALS

TO INVESTIGATE SUB-SURFACE CONDITION.

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

CANNOT BE ASCERTAINED THE EXPERT OR A GEOTTHECNICAL ENGINEER

10-16MMØ B.W.

8-16MMØ B.W.

6-16MMØ B.W.

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

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

BOTTOM BARS

SCHEDULE OF FOOTINGS

BAR 'S'

( L X W )

SIZE (MM)

1.20 X 1.20

1.50 X 1.50

0.80 X 0.80

THICKNESS

T1 (M)

NOTES:

0.30

0.40

0.30F1

MARK

F3

F2

D (M)

1.20

1.20

1.20

BAR 'L'

ISOLATED

ISOLATED

ISOLATED

REMARK

10-16MMØ B.W.

8-16MMØ B.W.

6-16MMØ B.W.

THKSLAB

100

100

100

(+)MARK

S3

S2

S1

3-16mm dia

4-16mm dia

3-16mm dia

TOP BARS

REMARKS

TWO-WAY

TWO-WAY

TWO-WAY

TOP BARS CONTBOTTOM BARSTOP BARS CONT

BAR

TOP BARS DISC BOTTOM BARS TOP BARS DISC

EDGE (TBD)

150

150

-

EDGE (TBC)

-

200

175

(BB)EDGE (TBD)

(dia)

200

200

150

200

175

150

200

200

175

EDGE (TBC)(BB)

175

200

-

TYPICAL FRAMING PLAN OF ONE-WAY SLAB

THE SHORT SPAN

TOP BARS CONT ALONG

SHORT SPAN (S) SHORT SPAN (S)

THE SHORT SPAN

BOT BARS ALONG

SHORT SPAN (mm)

SCALE 1:150M

S4S2S4

SHORT SPAN (S)

LONG SPAN (mm)

LEFT SUPPORT

3-16mm dia

4-16mm dia

3-16mm dia

depth

TOP BARS

width

MARK

BEAM

BEAM CROSS

SECTION

SCHEDULE OF BEAMS

500

500

500300

300

300

B1

B2

B3

SECOND 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

RIGHT SUPPORT

BOTTOM BARS (10mm dia)

STIRRUPS

2-16mm dia

2-16mm dia

2-16mm dia

Rest @0.2CL

[email protected], 2@ 0.10, [email protected]

Rest @0.2CL


Rest @0.2CL


QTY

4

10

3

3-16mm dia3-16mm dia250200RB1

ROOF BEAMS3-16mm dia2-16mm dia2-16mm dia 2-16mm dia

Rest @0.2CL


8

4-10MMØ

@0.20 M.0.C.

LONGITUDINAL BARS

WF-1 (EXTERIOR WALL)

VERIF

Y

6"THK. CHB

NGL

GROUND FLR LN.

10MMØ REBARS

EARTH FILL

M.O.C.E.W.

COMPACTED

10MMØ VERT. &

HOR. BARS @ 0.60

DETAIL OF WALL-FOOTINGNOT TO SCALE

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

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

NOTES:

SIZE:

0.20 M. O.C

10mm Ø Lateral Ties,

,[email protected] REST @

4-16mmØ VERT.

0.30 X 0.30 M.

SCHEDULE OF COLUMN

TO

FOUNDATION

SECOND FLOOR

C2C1

[email protected],[email protected]

SIZE:

0.20 M. O.C



8-16mmØ VERT.

0.30 X 0.30 M.


10-16mmØ VERT.

0.20 M. O.C




3-16mm dia3-16mm dia250200B4 3-16mm dia2-16mm dia2-16mm dia 2-16mm dia

Rest @0.2CL


2

12mm100S4

TWO-WAY-200 200 200200-

3-16mm dia3-16mm dia250200B5 3-16mm dia2-16mm dia2-16mm dia 2-16mm dia

Rest @0.2CL


2

S-1


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION:





ENGINEERING SERVICE




MAIN ENTRANCE GATE

Director, ES





Deputy Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

AutoCAD SHX Text

LONG SPAN (S)

AutoCAD SHX Text

L/4

AutoCAD SHX Text

L/4

AutoCAD SHX Text

LONG SPAN (S)

AutoCAD SHX Text

L/4

AutoCAD SHX Text

L/2

proposed construction of main entrance...

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