PROPOSED PROVINCIAL CHAPEL WITH OFFICE DAVAO … · MARIA DEOVINA G SEVILLANO Police Chief Inspector Acting Chief, RPMU ABELARDO C MATILLANO Police Senior Superintendent Chief of

PERSPECTIVE

A-1

SHEET NO.SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:

CHECKED BY:PREPARED BY:PROJECT TITLE:

LOCATION: LOCATION:

Republic of the Philippines

NATIONAL POLICE COMMISSION

PHILIPPINE NATIONAL POLICE

Camp Quintin M Merecido, Davao City

Kidalapong, Malita, Davao Occidental

PROPOSED PROVINCIAL CHAPEL WITH OFFICE

ENGINEERING SERVICE

REGIONAL PROJECT MANAGEMENT UNIT 11

Director, ES

Police Chief Superintendent

PHILIP LAWRENCE S ABAPO, III

POLICE SENIOR INSPECTOR

ANTONIO A TAYLAN, JR

Asst. Chief, RPMU

MARIA DEOVINA G SEVILLANO

Police Chief Inspector

Acting Chief, RPMU

ABELARDO C MATILLANO

Police Senior Superintendent

Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES

DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE

Acting Chief, ID, ES

HONORIO R AGNILA

Police Superintendent

4.0

0

1.00

4.0

04

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23

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2.55 1.45 2.00 1.45 2.55 2.50

15.00

1.65

FLOOR PLANSCALE 0 1 2 5 10

4.0

02

.4

3

2.50

OFFICE

W O R S H I P

FOYER

3.0

0

MF

OFFICE

CABINETSHELVES

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C

D

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2 5 6

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1.00

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2.55 1.45 2.00 1.45 2.55 2.50

15.00

ROOF PLANSCALE 0 1 2 5 10

4.0

02

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3

2.50

3.0

0

1

A

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G

XX

Y

Y

XX

Y

Y

D1

W1

D2

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D2

D2

D2

D2

D2

W1

D3D3

D4D4

D5D5

D3

D3

W2W2

W3 W3

C O R R I D O

R C

O

R

R

I

D

O

R

A R E A

P U L P I T

ENTRANCEEXIT

3 4 2 5 63 4

A-2


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


NGL

6.6

0

4.6

0

FIN FLR LINE

FRONT ELEVATION

SCALE

0 1 2 5 10

0.4

0

NGL

6.6

0

FFLRLN

REAR ELEVATION

SCALE

0 1 2 5 10

0.2

0

2.7

0

1

2.55 4.90 2.55 2.554.902.55

APEX OF ROOF

APEX OF ROOF APEX OF ROOF

2 5 63 4 256 34 1


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


A-3

LEFT SIDE ELEVATION

SCALE

0 1 2 5 10

6.6

0

0.4

0

4.6

0

2.4

72

.1

3

2.0

0

NGL

FIN FLR LINE

A A' B C D E F G

RIGHT SIDE ELEVATION

SCALE

0 1 2 5 10

6.6

0

0.4

0

4.60

2.47

2.13

2.0

0

NGL

FIN FLR LINE

AA'BCDEFG

4.00 4.00 4.00 4.00 1.004.00 2.43

4.004.004.004.001.00 4.002.43

APEX OF ROOF

APEX OF ROOF

APEX OF ROOF

APEX OF ROOF


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LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


A-4

NGL

6.6

0

FIN FLR LINE

SECTION thru ' X-X '

SCALE 0 1 2 5 10

0.4

0

2.7

0

6.60

0.4

0

4.60

2.4

72.1

3

2.00

NGL

FIN FLR LINE

A A' B C D E F G

WORSHIP AREA

PULPIT

2.55 4.90 2.55

2.43 1.00 4.00 4.00 4.00 4.00 4.00

SECTION thru ' Y-Y '

SCALE 0 1 2 5 10

0.2

0

NGL

FIN FLR LINE

3.00

3.40

PULPITFOYER

APEX OF ROOF

APEX OF ROOF

APEX OF ROOF

APEX OF ROOF

1 2 5 63 4


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


A-5

D1 D2 D3 D4 D5

2.4

01

.00

2.00

W1W2

W3

3.70

1.20

1.25 1.25

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.90

.60

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51

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2.10

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.90

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1.50

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W1

4.8

6

1.8

63

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53

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5

1.50

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5

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5

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0

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0

2.00

3.00

5.00

DOUBLE PANEL DOORW TINTED FIXED TRANSOM

SLIDING GLASS DOORW TINTED GLASS WALL

PANEL DOOR PANEL DOOR PANEL DOOR

TINTED FIXED GLASS

ON ANALOK FRAME ON ANALOK FRAME

ON ANALOK FRAMESTEEL CASEMENT WINDOW STEEL AWNING WINDOW

SCHEDULE OF DOORS & WINDOWS

SCALE 0 1 2 5 10

PULPIT AREA DETAIL

SCALE 0 1 2 5 10

ANALOK LOUVER

FFLRLN

FFLRLN

NGL

C O R R I D O R

STEPS

UP

PLANTBOX DETAIL

SCALE 0 1 2 5 10

ELEVATION

P L A N


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


A-6

A.C.U. (3TR)

3-WIRE, 230VAC & 60HZ

SERVICE ENTRANCE

ACU OUTLET, 1.5 HP

2 GANG WEATHERPROOF OUTLET

2 GANG CONV. OUTLET

SINGLE GANG SWITCH

LIGHTING LAYOUT

LAMP POST

SINGLE PHASE

5. SMALLEST SIZE OF WIRE AND CONDUIT DIAMETER TO BE

WITH 600VOLTS HEAT RESISTANT THERMOPLASTIC WITH NYLON6. WIRES AND CABLES TO BE USED SHALL BE PURE COPPER

AND SHALL BE UNDER THE DIRECT SUPERVISION FROM A DULY

USED UNLESS SPECIFIED IN THE PLAN SHALL SHALL BE3.5MMSQ. (NO. 12 AWG) AND 20MMØ (1/2"Ø) ELECTRICAL

PANEL BOARD - 1.50M.O.C. TO FIN. GRD. FLR. LN.

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

LICENSED, REGISTERED ANDOR PROFESSIONAL ELECTRICAL ENGR.

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

CIRCUIT HOMERUN, IND. CKT. NO.

S2 TWO GANG SWITCH

S3

LIGHTING PANEL BOARD

MERALCO METER

THREE GANG SWITCH

SERVICE ENTRANCESINGLE PHASE

STANDARD SIZE RESPECTIVELY.

TYPE "THHN" OR APPROVED EQUAL.

8. MOUNTING HEIGHTS SHALL BE AS FOLLOWS:

2. THE SUPPLY TO THE BUILDING SHALL BE SINGLE PHASE

STRICT CONFORMITY WITH THE LATEST APPROVED EDITION1. ALL ELECTRICAL WORKS HEREIN SHALL BE DONE IN

REQUIREMENTS OF THE MANILA ELECTRIC COMPANY, THE

FEEDER LINE SHALL BE DONE IN RIGID STEEL CONDUIT (RSC),AND FOR POWER AND LIGHTING LAYOUT SHALL BE DONE IN POLYVINYL CHLORIDE (PVC) SCHED. 40 WITH PROPER BOXES

AGENCY FOR EVERY INTENDED LOCATION AND PURPOSES.NEW AND OF THE APPROVED TYPE BY THE PHIL. STANDARD

4. ALL MATERIALS AND EQUIPMENT TO BE USED SHALL BE

3. NATURE OF WORKS FOR SERVICE ENTRANCE AND MAIN

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

OF THE PHILIPPINE ELECTRICAL CODE (PEC), THE

GENERAL NOTES & SPECIFICATION

ELECTRICAL LAWS.

3-WIRE, 240VOLTS AND 60HZ.

SUPPORTS AND FITTINGS.= 225AT/ 250AF, 1Ø, 230V, 60HZ IN 14 BRANCHES PANELBOARD BOLT-ON TYPE

1300

800

800

3240

6425

3240

3.48

14.08

209.15

14.08

3.91

LIGHTING OUTLET

LIGHTING OUTLET

LIGHTING OUTLET

LIGHTING OUTLET

SCHEDULE OF LOADS : ( LPB )LOAD DESCRIPTION

S P A R E

CONVENIENCE OUTLET

CONVENIENCE OUTLET

T O T A L

LIGHTING OUTLET

2

3

56

8

7

4

CKT.NO.

1

48105I

USE

SIZES OF WIRES AND CONDUITS

9

800

48105

900

13

8

8

9

9

5.65

3.48

AMPHEREVOLT

1100

VOLTS

22011

OUTLETNO. RATING

AMP

20AT

AMPERE

4.78

SINGLE LINE RISER DIAGRAM

KWH METER

NTS

----------------------------------LIGHTING PANEL BOARD

9

10

11

12

13

14 S P A R E

- do -

- do -

- do -

- do -

6425

6425

6425

6425

2300

2300

28

28

28

28

28

10

10

50AT

# 3.5mm2 IN 20mmØ

# 8.0mm2 IN 25mmØ

T 230

+ 0.25 (28) X 80 DF

= 172.92 A

=

= 2 - 100mm2 THW CU. WIRE + 1-14mm2 (GROUNDING) IN 65mm2 Ø RSC PIPE

(GROUNDING) IN 65mm2 Ø RSC PIPE2 - 100mm2 THW CU. WIRE + 1-14mm2

3-WIRE, 230VAC & 60HZ

GENERAL NOTES & SPECIFICATION


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


E-1

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4.0

04

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23

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2.55 1.45 2.00 1.45 2.55 2.50

15.00

4.0

02

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3

2.50

3.00

1

A

A'

B

C

D

E

F

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2 3 4

PPLP

4.00

1.00

4.0

04

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2.55 1.45 2.00 1.45 2.55 2.50

15.00

4.0

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2 3 4

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LP3

LP4

LP5

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LP6

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LIGHTING LAYOUTSCALE 0 1 2 5 10

CONVENIENCE OUTLET LAYOUTSCALE 0 1 2 5 10

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APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


E-2

120m

m

.30

.10

.10

.50

M.

LIFTING COVERR.C. COVER W STL

STORM DRAINAGEPIPE LINE

.10.10 .30.50 M.

P L A N

4-12Ø MM

10 MM O BARSCHB WALL W

BARS BOTHWAYS

10 MM THK

DRAIN LINEPLASTERED FIN.

LIFTING COVERR.C. COVER W STL

S E C T I O N

P L A N

NOTE: VERIFY SIZE OF SEPTIC TANK TO LOCATION

1.50

M.5

5

3.20M.80 .15

.05 .05

.30

.401.00 .15

.40

.55

.40 X .40

.15

6" CHB

MANHOLE

.80.15

4" CHB

6" CHB

12MMØ BARSSPACED @ .20MO.C BW

S E C T I O N

0.05

.15

.30

1.80

M

.05 .05

.50

.40

AIR SPACEWATER LEVEL

CHAMBERDIGESTIVE

.40M

WF1

SLO

PE

1:1

0 (

MIN

)

Ø12 LIFT BAR

AIR SPACEWATER LEVEL

CHAMBERLEACHING

0.05

0.05 LEVEL

CHAMBERLEACHING

2 1

12MMØ BARSSPACED @ .20MO.C BW

4" CHB6" CHB

1.50

M

3.20M.80 .15 1.00 .15.15.80.15

0.05

WATER

TO MAIN SEWER LINEOUTLET PIPE

TO S

EPTI

C VA

ULT

INLE

T PI

PE

TO MAIN SEWER LINEOUTLET PIPE

TO SEPTIC VAULTINLET PIPE

AIR SPACE

DETAIL OF CATCH BASINNOT TO SCALESEPTIC TANK DETAIL

NOT TO SCALE


APPROVED BY:

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LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


P-1

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

LEGEND & SYMBOLS

CO CLEAN-OUTFD FLOOR DRAIN

CV CHECK VALVEGV GATE VALVE

SOIL PIPE LINE

VSTR VENT STACK THRU ROOFF FAUCET

CB CATCH BASIN

WM WATER METER

LAV LAVATORYWC WATER CLOSET

WT WATER TANK

SV SEPTIC VAULT

DS DOWNSPOUTPVC POLYVINYL CHLORIDE

DRAINAGE PIPE LINE

LAV LAVATORY

WC WATER CLOSET

COLD WATER LINE

4.00

1.0

0

4.0

04

.0

04

.0

01

.0

0

23

.4

3

2.55 1.45 2.00 1.45 2.55 2.50

1.65

4.0

02

.4

3

2.50

3.00

A

A'

B

C

D

E

F

G

15.00

1 2 5 63 4

WATERLINE LAYOUTSCALE 0 1 2 5 10

M

FR. MAIN

GV

WATER SOURCE

CV

12.5

mm

ØCW

L PI

PE

FAU

FAU

FAU FAU

FAU

FAU

WC WCLAVFAU FAU

12.5mmØCWL PIPE

12.5

mm

ØCW

L PI

PE


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


P-2

4.00

1.00

4.0

04

.0

04

.0

01

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0

23

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3

2.55 1.45 2.00 1.45 2.55 2.50

1.6

5

4.00

2.4

3

2.50

3.00

A

A'

B

C

D

E

F

G

SEWER LINETO MAIN

100MMØ PVC

SOIL

PIP

E

CB

CB

CB

CB

CB

CB CB

CB

CB

CB

CB

CB

CB

CBCB

CB

SOIL PIPE

WCFDLAVLAVFD WCCO

100MMØ VENT STACK50MMØ PVC

4.0

0

1.00

4.0

04

.0

04

.0

01

.0

0

23

.4

3

2.55 1.45 2.00 1.45 2.55 2.50

15.00

SCALE 0 1 2 5 10

4.0

02

.4

3

2.50

3.0

0

1

A

A'

B

C

D

E

F

G

2 5 63 4

SO

IL

P

IP

E

15

0M

MØ

P

VC

SO

IL

P

IP

E

15

0M

MØ

P

VC

SO

IL

P

IP

E

15

0M

MØ

P

VC

SO

IL

P

IP

E

15

0M

MØ

P

VC

TO MAINDRAINAGE OUTLET




150M

MØ

PVC

15.00

1 2 5 63 4

VSTR50MMØ PVC

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

(ROOF PLAN )SANITARY LAYOUTSCALE 0 1 2 5 10

SANITARY LAYOUT

PVC PIPE

PVC PIPE75MMØ


APPROVED BY:

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LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


P-3

AutoCAD SHX Text

LC

AutoCAD SHX Text

DC

TIE

B

EA

M

TIE

B

EA

MT

IE

B

EA

MT

IE

B

EA

MT

IE

B

EA

M

TIE

B

EA

M

TIE

B

EA

MT

IE

B

EA

MT

IE

B

EA

M

TIE

B

EA

M

TIE

B

EA

M

TIE BEAM

TIE BEAM

T

I

E

B

E

A

M

T

I

E

B

E

A

M

TIE BEAM

TIE BEAM

TIE

B

EA

M

100MM THK SLAB-0N-GRADE WITH Ø10@400MM O.C. ON 100MM THK GRAVEL BED ONWELL-COMPACTED SUBGRADE (MIN 0F 95MAX DRY DENSITY @ OPTIMUM CONTENT) ORPOLYPROPELENE SYNTHETIC FIBERS (PROVIDEVAPOR BARRIER) (TYPICAL)

C1F1

C1F1

C1F1

C1F1

C1F1

C1F1

C1F1C1F1

C1F1C1F1

C1F1C1F1

C3F4

C2F2 C2F2

C2F3

C2F3

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

9-20MMØ B.W.

7-20MMØ B.W.

2. 20MM° AND LARGER BARS FY=276MPA (40,000 PSI)1. 12MM° AND SMALLER BARS FY=228MPA (33,000 PSI)

BOTTOM BARSSCHEDULE OF FOOTINGS

BAR 'S'( L X W )SIZE (MM)

1.20 X 1.20

1.50 X 1.50

THICKNESS

T1 (M)

NOTES:

0.25

0.30

MARK

F2

F1

D (M)

1.50

1.20

BAR 'L'

ISOLATED

ISOLATED

REMARK

9-20MMØ B.W.

7-20MMØ B.W.

TIES,[email protected],[email protected] M. O.C

,[email protected] REST @

SIZE:0.35X0.35 M.8-16mmØ VERT.

SCHEDULE OF COLUMN

TOROOF STRUTT

FOUNDATION

C1

TIES,[email protected],[email protected]

0.20 M. O.C,[email protected] REST @


C3

1. 12mmØ and smaller bars fy=228Mpa (33,000 Psi)2. 16mmØ and longer bars fy=276Mpa (40,000 Psi)

NOTES:

BEAM

F3

C3F4

C3F4

C3F4

F4

7-20MMØ B.W.1.80 X 1.200.25 1.20 COMBINED10-20MMØ B.W.

6-16MMØ B.W.1.00 X 1.000.25 1.00 ISOLATED6-16MMØ B.W.

0.20 M. O.C,[email protected] REST @


C2

TIES,[email protected],[email protected]Ø VERT.

FOUNDATION PLANSCALE 0 1 2 5 10

L3L3 TYPICAL1.2

3-16 MMØBEAM

1.2 1.2L3

1.2L3

2-16 MMØ

3-16 MMØ

L2

L CL OF COLUMN

L2

L

CL OF COLUMN

TYPICAL PLAN

1.50

WF - 1

.40

FFL

NGL VARI

ES

10Ø AT 600 MM.O.C

.25

DOW

EL.4

0

VERT. & HOR. BARS

4" THK CHB

TIE BEAM (250 X 350)

OF COLUMN FOOTING


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


S-1

4.0

0

1.0

0

4.0

04

.0

04

.0

01

.0

0

23

.4

3

2.55 1.45 2.00 1.45 2.55 2.50

15.00

4.0

02

.4

3

2.50

3.00

1

A

A'

B

C

D

E

F

G

2 3 4

T1

T1

T2

T2

T2

T2

T2

T2

PURLINS - - - - - - - - - 2" X 4" X 2mm @ 0.60MTOP CHORD - - - - - - - - - 2 2" X 2" X 316"BOTTOM CHORD - - - - - - - - - 2 2" X 2" X 316"VERTICAL MEMBER - - - - - - - - - 2" X 2" X 316"DIAGONAL MEMBER - - - - - - - - - 2 2" X 2" X 316"

SCHEMATIC TRUSS DIAGRAM

NOT TO SCALE

ROOF FRAMING PLANSCALE 0 1 2 5 10

T1

T2

1

2.55 4.90 2.55

1.40

M

2.85

M

3.50

2 5 63 4

3 4

3.70M

.15

RB

200 X 350 3-16 MMØ 2-16 MMØ 2-16 MMØ 3-16 MMØ 2-16 MMØ3-16 MMØ 6 @ 0.1 REST @0.3 M.O.C

MIDSPAN

SCHEDULE OF ROOF BEAM

TOP

SUPPORT

SECOND FLOOR

MARKREINFORCEMENT

SUPPORTSTIRR-UPSDIMENSION

BOTTOM TOP BOTTOM TOP BOTTOM

.35

CURTAILED BOTTOM BARSCONTINOUS BOTTOM BAR

INTERIOR SUPPORT

TYPICAL DETAIL OF ROOF BEAMNOT TO SCALE

CURTAILED TOP BARSCONTINOUS TOP BAR

.20

.15

.35

10 MMØ 1 @ 0.05,

TOP CHORDWEB MEMBERBOTTOM CHORD


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


S-2

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