Phq_plan.pdf

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RITY SECU ST O OUTP

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RITY SECU OST OUTP

1 A2

LOCATION MAP SCALE

NTS

EXTERIOR PERSPECTIVE

PROJECT TITLE:

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A1

W2

LADDER RUNG

W6

W6

D5 HE

D5 SHE

W2

W4

UP

A

L

L

A

D2

Y

PESPO OFFICE

D2

D2

D2

A

W2

2.00

W2

ADMINISTRATIVE BRANCH

2.40

2.15

L

W

A

Y

D2

1.20

0.40

D2

SECRETARY'S OFFICE

D2

OPERATION'S BRANCH

RADIO RM/TOC

PROVINCIAL DEPUTY DIRECTOR'S OFFICE

CONFERENCE ROOM

T&B

D3 KIT

W1

W4

D3 D2

W2 RAMP UP

W2

1.20

QTRS

P O R C H GF1

LEGEND :

L D2

D1 W2

A

W2

D2

UP

W1 1.20

W1

W2

W2

D3

T&B

1.00

LOBBY

PCR BRANCH

H

FE D2

1.75

1.75

STO

DN

PROVINCIAL DIRECTOR'S OFFICE

D2

D4

A-11

D2 SUPPLY/

LOGISTICS BRANCH

1.20

2.40

W

D3

D2

W4

W1 W3

W2

1.00

A-11

H

D3

QTRS

W2

1.90

A

D2

UP

D4

4 3 2 1

INTEL & INVEST. BRANCH

9 8 7 6 5 4 3 2 1

LADDER RUNG

2.10

EXIT

W2

W2

10 11 12 13 14 15 16 17 18

W4

R

D2

HRDD BRANCH

1.20

D3

9 10 8 7 6 5 ST0 4 3 2 D2 1

2.25 1.85 0.70

D3

1.20

1.00

D5

SHE

1.20

FINANCE BRANCH

W2

D5

HE

1.50

W2

1.35

LADDER RUNG

W2

2.05

W6 1.50

W6

A A-11

REF

LADDER RUNG

W2

A A-11

W2

CANOPY

4 3 2 1

@ 6" CHB MASONRY WALL

UP

@ 4" CHB MASONRY WALL

1 A2

GROUND FLOOR PLAN

A2

SCALE 1 : 100MTS

PREPARED BY:

SECOND FLOOR PLAN SCALE

1 : 100MTS 0

0

PROJECT TITLE:

2

1

2

1

2

4

4

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A2

1.90

1.50

1.45

2.25

2.40

D3

D2

D2

D2

W2

W2

PNCO QUARTERS

W2

PCO QUARTERS

DAY ROOM

A A-11

R O O F D E C K

DN

D3

D5

9 8 7 6 5 4 3 2 1

R O O F D E C K

D2

10 11 12 13 14 15 16 17 18

W2

2.60

W1

ROOF LINE

A A-11

R O O F D E C K

2.25

D5

LADDER RUNG

W6

W2

A A-11

R O O F D E C K

W6

A A-11

1.45

LADDER RUNG

1.90

W1 W5

ROOF LINE

PRE-FAB (PAINTED) ROOF GUTTER COVERED PLASTIC SCREEN

1 A3

ROOFDECK

PLAN

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

# 24 G.I. PRE-PAINTED SHEET RIDGE ROLL

SCALE 1 : 100MTS 0

1

2

4

ROOF

2 A3

PLAN

SCALE 1 : 100MTS 0

1

2

4

LEGEND : @ 6" CHB MASONRY WALL @ 4" CHB MASONRY WALL PROJECT TITLE:

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A3

3 WINDOW CANOPY/ A6 MOULDING DETAILS PNP BLUE COLOR

FASCIA BOARD

FASCIA BOARD

COMBAT MANHOLE SEE DETAIL 6" THK. CHB WALL PNP WHITE COLOR

HT. OF PARAPET W1

W1

W5

ROOFDECK FFL

CEILING LN. 0.50

0.50 0.20

6" THK. CHB WALL PNP BLUE COLOR

CEILING LN.

APEX OF ROOF

W6

0.20

APEX OF ROOF

W6 W2

ROOFDECK FFL

PNP BLUE COLOR

W1

W2

SEC. FLR. LN.

W1

W2

W6 W2

SEC. FLR. LN.

W4

D1

W2

W2

FIN. FLR. LN.

NAT. GRD. LN.

W2

STAIR LANDING

W6

3.20

W2

FIN. FLR. LN.

W6

W2

PNP BLUE COLOR W1

1.00

W4

6" THK. CHB WALL PNP WHITE COLOR

ROLL-UP DOOR CASE

W1

STAIR LANDING

5.70

CONCRETE CANOPY PAINTED FINISH 1 TYPICAL GRAB BAR A6 LADDER RUNG DETAIL

W6

3.20

W3

5.70

1.00

W2

W2

FIN. FLR. LN.

NAT. GRD. LN. 0.025 GROOVES CONCRETE PLASTERED SPACED @0.20M, PAINTED FINISHED PNP GRAY COLOR

FRONT ELEVATION

2 A4

SCALE 1 : 100MTS 0

1

2

SCALE 1 : 100MTS

A4

4

4 A6

0

1

2

4

COMBAT HOLES DETAIL PNP BLUE COLOR

APEX OF ROOF

REAR ELEVATION

3

FASCIA BOARD

APEX OF ROOF FASCIA BOARD

CEILING LN. 6" THK. CHB WALL PNP WHITE COLOR W2

HT. OF PARAPET

CEILING LN.

W2

W2

PNP BLUE COLOR

ROOFDECK FFL

W2

ROOFDECK FFL

9 FIRE EXIT / LADDER A7 & EXIT WAY DETAILS D4 W2

SEC. FLR. LN.

10mmX10mm SQUARE BAR PAINTED FIN.

W2

6" THK. CHB WALL PNP WHITE COLOR

W4

SEC. FLR. LN.

W4

W2

W2

W2

W2

PNP BLUE COLOR 20mm ROUND BAR, PAINTED FINISH LADDER RUNG, SEE DETAIL 0.025 GROOVES CONCRETE PLASTERED SPACED @0.20M, PAINTED FINISHED PNP GRAY COLOR

D4 W2

FIN. FLR. LN.

W2

NAT. GRD. LN.

1 A4 PROJECT TITLE:

LEFT SIDE ELEVATION

NAT. GRD. LN.

4

SCALE 1 : 100MTS

PREPARED BY:

0

1

2

W2

FIN. FLR. LN.

A4

4

CHECKED BY:

SUBMITTED BY:

RIGHT SIDE ELEVATION SCALE 1 : 100MTS

RECOMMEND APPROVAL:

0

1

2

4 APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A4

A7

STAIR RAILING & DETAILS

APEX OF ROOF

FASCIA BOARD

SEE TRUSS DETAIL

CEILING LN.

4 A6

W2 W2

D3

PCO QUARTERS

DAY ROOM

ROOFDECK

6" THK. CHB PARAPET WALL GLOSS PAINT FIN.

R O O F D E C K

ROOFDECK FFL

CEILING LN.

CEILING LN.

D2 RADIO ROOM/TOC

OPERATION'S BRANCH

SEC. FLR. LN.

D2

D2 D2 DEPUTY PROVINCIAL DIRECTOR'S SECRETARY'S OFFICE OFFICE

CONFERENCE ROOM

W2 SEC. FLR. LN.

W2

W4

PROVINCIAL DIRECTOR'S SECRETARY'S OFFICE OFFICE

6" THK. CHB WALL GLOSS PAINT FIN.

W2

SLEEPING QUARTERS

CR

GLAZED CERAMIC TILES

CEILING LN.

D2

D2 LOGISTICS BRANCH

FIN. FLR. LN.

D2

D2

SUPPLY STORAGE PCR BRANCH

4" THK. CHB WALL GLOSS PAINT FIN.

W2

D2

2.70

2.70

CEILING LN.

W2

W2 0.05

D2

2.40

4" THK. CHB WALL GLOSS PAINT FIN. 2.70

2.70

1.00

ADMINISTRATIVE BRANCH PESPO OFFICE

LOBBY

W2

W2

HRDD BRANCH

PESPO OFFICE

W2

FIN. FLR. LN.

NAT. GRD. LN.

W2

W2 6" THK. CHB WALL GLOSS PAINT FIN.

ADMINISTRATIVE BRANCH

NAT. GRD. LN.

LONGITUDINAL SECTION

1

1

2

SCALE 1 : 100MTS

A5

4

0

1

2

4

2.40

0

CROSS SECTION

2

SCALE 1 : 100MTS

A5 2.40

DETAIL OF PARAPET CONCRETE WALL

PARAPET LN.

D2 1.30

D3

PNCO QUARTERS

ROOFDECK

ROOFDECK FFL

4 S5

W2 D2

1.30

9 FIRE EXIT / LADDER A7 & EXIT WAY DETAILS

COMBAT HOLES DETAIL @ ROOFDECK LEVEL

2.60

3.70 1.40

1.15

4.00

3.70

0.95

0.50M

2.60M EQ

ROLL-UP DOOR CASE

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ 1.23

1.23

1.23

F

F

0.10 0.60

F

SLIDE

F

F

F

F

DOUBLE SWING ALUMINUM DOOR POWDER COATED W/ 3/16" THK. TINTED GLASS QTY: 1 UNIT LOC: MAIN ENTRY

D3

D2 PANEL DOOR W/ 2"X4" DOOR JAMB PAINTED FINISH

PVC DOOR W/ SELECTED DESIGN FROM FABRICATOR

D4

D5

STEEL DOOR IN 2"X4" FRAMING W/ 2"X5" SCH. 40 DOOR JAMB PAINTED FINISH

QTY: 21 UNITS QTY: 9 UNITS QTY: 2 UNITS LOC: LOGISTICS, PCR, ADMIN., LOC: HE & SHE (GROUND FLR) LOC: FIRE EXITS PESPO, HRDD, FINANCE, HE & SHE (SECOND FLR) OPERATIN'S, RADIO, T&B'S @ PDQTRS/ PDDQTRS CONFERENCE RM, PNCO QTRS PROVNCL DEP DIR, PCO QTRS SECRETARY, PROVNCL DIR, QTRS, INTEL/INVEST, PNCO QTRS, DAY RM., PCO QTRS

PREPARED BY:

SLIDE SLIDE

SLIDE

SLIDE

SLIDE

SLIDE

SLIDE

SLIDE

F

W1

TOILET CUBICLE PANEL WITH ACCESSORIES

QTY: 12 UNITS LOC: HE & SHE (GROUND FLR) HE & SHE (SECOND FLR) PNCO QTRS PCO QTRS

3 A5

PROJECT TITLE:

F

0.25

0.10

0.25

D1

F

0.50

SLIDE

F

1.50

F

SLIDE

0.90

0.95

F

F

2.10

SLIDE

2.40

SLIDE

F

1.20

1.50

2.40

SLIDE

1.80

2.00

2.10M

2.10M

2.10M

1.90

SLIDE

F

0.30

F

1.50

F

0.90

F

2.40

F

1.20

varies

2.40M

0.60

0.30

0.80

0.35

0.70

0.50

0.90

1.20

1.15

2.00

CHECKED BY:

W2

W3

W4

ALUMINUM SLIDING WINDOW POWDER COATED FIN. W/ 3/16"THK. TINTED GLASS

ALUMINUM SLIDING WINDOW POWDER COATED FIN. W/ 3/16"THK. TINTED GLASS

ALUMINUM SLIDING WINDOW POWDER COATED FIN. W/ 3/16"THK. TINTED GLASS

QTY: 6 SETS LOC: PCR, ADMIN,RADIO RM, PROVNCL DEP DIR, PNCO QTRS, PCO QTRS

QTY: 24 SETS LOC: LOGISTICS,ADMIN, PESPO, HRDD, FINANCE, OPERATIONS, PDD QTRS, SECRETARY, PD QTRS, PD QTRS, INTEL/INVEST, PNCO QTRS, PCO QTRS

QTY: 1 SET LOC: CONFERENCE ROOM

W6

W5

ALUMINUM SLIDING WINDOW POWDER COATED FIN. W/ 3/16"THK. TINTED GLASS

ALUMINUM SLIDING WINDOW POWDER COATED FIN. W/ 3/16"THK. TINTED GLASS

QTY: 4 SETS LOC: PD OFFICE & QTRS PDD OFFICE & QTRS

QTY: 1 SET LOC: DAY ROOM

ALUMINUM AWNING WINDOW W/ 3/16"THK TINTED GLASS POWDER COATED FIN. QTY: 6 SETS LOC: HE & SHE (GROUND FLR) HE & SHE (SECOND FLR) PNCO QTRS PCO QTRS

SCHEDULE OF DOORS & WINDOWS SCALE 1 : 50MTS SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A5

CHB WALL APEX OF ROOF

0.20

FASCIA BOARD CEILING LN.

0.35 M.

CHB WALL

0.20

0.25

HT. OF PARAPET

0.30

6" THK CHB WALL

1:20MTS

0.60

PARAPET (CONCRETE) WALL SEE STRUCTURAL DETAIL

FLOOR LINE FIN. FLR. LN.

FIN. FLR. LN. NAT. GRD. LN.

SC.1:50MTS 1.50 1:20MTS 0

.50

1

SCALE

0

2

TYPICAL GRAB BAR LADDER RUNG DETAIL

1

2

4

3 A6

4.00 2.00

2.00

4 A6

BAY SECTION & WINDOW CANOPY/MOULDING DTL

1:100M

SCALE

1:100M

0

4.5MM HARDIFLEX CEILING FINISHED WALL PAINT FINISH

1

2

SCALE 1: 30M

4

4.5MM HARDIFLEX CEILING FINISHED CEILING LN.

1.90

W6

2.40

2.70

W6

W6

300 X 300 GLAZED CERAMIC WALL TILES

W6 2.70

3.50

W6

W6

3.50

4

1.90

2.40

CEILING LN.

2.00

2

1.20

D5 0.05

2.95

4.5MM HARDIFLEX CEILING FINISHED

1.45

WALL PAINT FINISH D3

D3

300 X 300 GLAZED CERAMIC WALL TILES

0.05

1.50

2.40

3.50

TYPICAL CR DETAIL @ GROUND/ SECOND LEVEL SC.1:60MTS 0

.50 1.00

2.00

PREPARED BY:

TYPICAL T&B DETAIL @ PCO/ PNCO QTRS D5

FIN. FLR. LN.

6 A6

SC.1:60MTS 0

.50 1.00

2.00

FLOOR PLAN

SECTION THRU '5 '

NIC

D5

SECTION THRU '4'

SUBMITTED BY:

7 A6

TYPICAL T&B DETAIL OF PD & PDD QTRS SC.1:60MTS 0

SECTION THRU '2' CHECKED BY:

D3

FIN. FLR. LN.

CEILING LN.

FLOOR PLAN

PROJECT TITLE:

2.25

0.05

1.20

4.00

300 X 300 UNGLAZED FLOOR TILES

4.5MM HARDIFLEX CEILING FINISHED WALL PAINT FINISH

300 X 300 GLAZED CERAMIC WALL TILES

D3

CEILING LN.

2.70

3 2.25

1.20

SECTION THRU '3' 3.50

HE SHE 300 X 300 UNGLAZED FLOOR TILES

FIN. FLR. LN.

D5

SECTION THRU '1'

5

1.90

0.05

D5

FIN. FLR. LN. 4.00

4.00

2.95

D5

1.45

D5

D5

5 A6

1

WALL PAINT FINISH

2.00

D3

.50

1.90

4.00

1

0

1.50

SC.

LADDER RUNG ELEVATION

2 A6

SIDE VIEW

FRONT VIEW

COMBAT HOLE DETAIL @ ROOFDECK LEVEL

2.40

.50

SC.

HT. OF LADDER RUNG

VIEW 0

SPOT DETAIL

0.30

HT. OF LADDER RUNG

0.30

0.60

0.60

TOP

0.50

TOP OF PARAPET WALL

SEC. FLR. LN.

1/4" X 2" ANGLE BAR WELDED CONNECTION

0.60

1/4" DIA EXPANSION BOLT

0.50

0.10 M.

1/4" DIA EXPANSION BOLT SPACED @ 0.60 M. OC.

1/4" X 2"ANGLE BAR WELDED CONNECTION

1 A6

0.50

0.30

CHB WALL

0.50

0.60

0.60

20MM DIA ROUND BAR GRAB BAR SPACED @0.30M O.C.

ROOFDECK FFL

0.30

1/4" X 2" FLAT BAR FRAME WELDED CONNECTION 20MM DIA ROUND BAR LADDER RUNG

0.30

1/4" X 2" FLAT BAR FRAME WELDED CONNECTION

0.15

FIRING HOLE WITH 10-15CM THK. STEEL PLATE IN STEEL HINGES SWING COVER

CONCRETE WINDOW CANOPY

+- 0.12 M

0.15

TOP OF PARAPET WALL

LADDER RUNG 1 SEE DETAIL A6

1.30

0.15

0.85M HIGH

0.50 GRAB BAR DISTANCE

RECOMMEND APPROVAL:

.50 1.00

2.00

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A6

W2

W2 SLAB ON GRADE 10∅ @ 250 2.50

10∅

1 A7

DN

UP

GROUND FLOOR LEVEL 0

.50 1.00

3 A7

SC.1:60MTS

2.00

0

.50 1.00

9 8 7 6 5 4 3 2 1

T=125

360

10 11 12 13 14 15 16 17 18

DN

UP

SECOND FLOOR LEVEL

2 A7

SC.1:60MTS

10 11 12 13 14 15 16 17 18

9 8 7 6 5 4 3 2 1

4.00

9 10 8 7 6 5 ST0 4 3 2 D2 1

12∅ @ 250

4-12Ø

ROOFDECK

LEVEL

0

.50 1.00

2.00

.225

12∅ @ 250

STAIR ON GRADE

6 A7

SC.1:60MTS

2.00

10∅

SCALE 1 : 15 M 0

0.50

1

.19 M RISER

0.1 25

0.30 M TREAD

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

SEE TRUSS DETAIL 12MMØ @ 100 MM. O.C. BOTT. BARS (TYP.)

2"Ø STAINLESS HANDRAIL

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

SEC. FLR. LN.

19 18 17 16 15 14 13 12 10

FIN. FLR. LN. 4 A7

STAIR

9 8 7 6 5 4 3 2 1

9

W2 9 8 7 6 5 4 3 2 1

9

SC 1: 60M 1

8

12 7

14

5 A7

2

STAIR

10 8

12 7

16

0

ROOFDECK FFL

19

6

5

13

6

14

4

15

16

2 17

1 18

SEC. FLR. LN.

19

4

3

2

FLR. FIN.

FLOOR TILE FIN.

0.05

0

4-10MMØ TEMP. BARS SPACED AS SHOWN

2

9 A7

FIN. FLR. LN.

SECTION

SC 1: 60M

6 A7

0.30 M TREAD

2" NON-SLIP BRASS NOZING 1

SQUARE BAR GRILLS PAINTED FIN. STAIR ON GRADE

SIDE ELEVATION

CONCRETE STAIR SEE STRUC. DET.

10MMØ @ 300MM. O.C. HOR. BARS E.F. (TYP.)

1

D4

SQUARE BAR GRILLS PAINTED FIN.

SEE STEPS DETAIL 5

20mm ROUND BAR, PAINTED FINISH LADDER RUNG, SEE DETAIL

2"Ø STAINLESS HANDRAIL

10MMØ @ 300 MM. O.C. TEMP. BARS (TYP.) 3

.50

B2- SEE STRUC. DET. 12MMØ @ 100 MM. O.C. BOTT. BARS (TYP.)

W2

ELEVATION 0

10

13

15

17

18

SCALE 1:10M

0.90M HT. OF HANDRAIL

19 18 17 16 15 14 13 12 10

STEPS DETAIL

7 A7

FRONT ELEVATION

FIRE EXIT / LADDER & EXIT WAY DETAILS SC.1:60MTS 0

0.05

ROOFDECK FFL

W2

0. 19 M RISER

W2

D4

SQUARE BAR GRILLS PAINTED FIN.

8 A7

.50 1.00

2.00

TYPICAL HANDRAIL DETAIL SCALE 1 : 20 M 0

0.5

12MMØ @ 250MM. O.C. PROJECT TITLE:

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

A7

5 E-1

5 E-1

SINGLE LINE DIAGRAM

LOCATION PLAN NTS

MTS, 3P, 250AT

NTS

BREAKER TYPE MTS

ER W PO USE HO

DSITRBIUTOINPANEL3 (SEESCHEDULEOFLOADSANDDETALIOFPANEL) 100AT

Y RIT U C SE POST T OU MP PU USE HO

2-38MMSQTHWNCU CONDUCTOR 1-8MMSQTHWNCU CONDUCTOR NI32MMDAIPVC CONDUTI

IN M AD DING IL BU

INGT-4,5,6 D L I BU ON 37.5kVA E L123, P9 UR ANSI T FU EXP E OL P G

3rd FLOOR

's S PD R E RT A QU

DSITRBIUTOINPANEL2 (SEESCHEDULEOFLOADSANDDETALIOFPANEL) 2-100MMSQTHWNCU CONDUCTOR 1-22MMSQTHWNCU CONDUCTOR NI50MMDAIPVC CONDUTI

200AT

· · ·

FLA

N RA

1-125MMSQTHWNCUCONDUCTOR 1-30MMSQTHWNCUCONDUCTOR NI100MMDAIRSCCONDUTI

SERVC IEENTRANCEPOLE(SEEDETALI)

RSB STIRRUPS 1@50, 2@100, REST @200mm O.C.

250ATCB3,P2,30V NEMA3RENCLOSURE TOBEPROVDIEDFI30MORMORE

M

10-STEEL BARS AS SHOWN

6-VERTICAL RSB

CTRATED KLIOWATTHOURMETER, CTR55:00AMPS

1500

2-100MMSQTHWNCUCONDUCTOR 1-22MMSQTHWNCUCONDUCTOR NI50MMDAIPVCCONDUTI

1500

200AT

250ATBREAKERTYPE3,POLE MANUALTRANSFERSWTICH WTIHMECHANCIALNITERLOCK

D

NOTE: 1. Coordinate to the Structural Engineer for the Size of Steel Bars 2. Coordinate to the Site Electrical Engineer for the Height of the pedestal

TODSITRBIUTOIN TRANSFORMERFROM POWERHOUSE

2nd FLOOR

DSITRBIUTOINPANEL1 (SEESCHEDULEOFLOADSANDDETALIOFPANEL)

D

G

EXTEROIROFTHE BULIDNIG

·

N A T S

GRD. FLOOR

PROVDIEGROUNDNIGROD COPPERCLADSTEEL 16MMDAIX3000MM

PROVDIENEMA3RPULLBOX LOCATOINTOBEDETERMNIEBYTHESTIENGR GENSET(NOTNICLUDED) 2-125MMSQTHWNCUCONDUCTOR 1-30MMSQTHWNCUCONDUCTOR NI100MMDAIPVCCONDUTI

1000

EXTEROIROFTHE BULIDNIG

5 E-1 5 E-1

1000

SERVICE ENTRANCE POLE DETAIL NTS

LEGEND & SYMBOLS

7W LED POST LAMP

LED EMERGENCY LIGHT

Sa

ONE GANG OF 1-SINGLE POLE SWITCH

7W LED DOWNLIGHT

7W LED LIGHT IN 4" x 4" SOCKET

Sab

ONE GANG OF 2-SINGLE POLE SWITCHES

JUNCTION BOX

J

2 x 18 LED TUBE in 1' x 4' AL LOUVER CASING

PS

PHOTOVOLTAIC SWITCH

Sabc

ONE GANGE OF 3-SINGLE POLE SWITCHES

1 x 18 LED TUBE in BOX TYPE CASING

MSS

MOTION SENSOR SWITCH

S3w

ONE GANG OF 1-3WAY SWITCH

DUPLEX CONVENIENCE OUTLET WITH GROUND GFCI

GROUND FAULT CURRENT INTERRUPTER, DUPLEX OUTLET W/ GROUND

SPLIT TYPE ACU CIRCUIT BREAKER IN NEMA 3R ENCLOSURES 1 DP3

CIRCUIT HOMERUN INDICATING DISTRIBUTION PANEL

MTS

MDP- MAIN DISTRIBUTION PANEL

²

PROJECT TITLE:

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

1HP

SPECIAL PURPOSE OUTLET (1HP WT ACU)

RECOMMEND APPROVAL:

DP1

DP1-DISTRIBUTION PANEL 1

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

E1

4.00

20.00 METERS 4.00

4.00

4.00

4.00

4.00

20.00 METERS 4.00

4.00

4.00

4.00

4.00

20.00 METERS 4.00

4.00

PSa 2 DP2

3 DP1

4.00

FINANCE BRANCH

INTEL & INVEST. MALE CR BRANCH S

HRDD BRANCH S

S

a

FEMALE CR

4.00

12.00 METERS

a

S

UP

S

S2

4 DP1

MSSd

2 DP1

d H A L L W A Y

S2

QUARTERS

S

J

S

MSSc

DN

S

MSS

MSS

FE a

a

H A L L W A Y 8 S2

S2

PESPO OFFICE

4.00

d

5 DP2

4 DP2

PT

S2

S

S

DAY ROOM

a

SLEEPING QUARTERS

PT

a

20.00 METERS 4.00 8 DP1

SCALE

4.00

9 DP1

4.00

16 DP1

17 DP1

FINANCE BRANCH

CANOPY

LIGHTING LAYOUT ROOFDECK FLOOR PLAN

LIGHTING LAYOUT SECOND FLOOR PLAN

4.00

MTS DP1

o

CANOPY

1 : 100MTS

5 DP1

20.00 METERS 4.00

4.00

6 DP2

13 DP2

4.00

DP2

INTEL & INVEST. MALE CR BRANCH

HRDD BRANCH

SCALE

1 : 100MTS

FEMALE CR

21 DP2

4.00

12 DP2

4.00

1 : 100MTS

20.00 METERS 4.00

4.00

PROVINCIAL DIRECTOR'S OFFICE

QUARTERS

UP

DN

ROOFDECK 6 DP3

UP

DN

4.00

WP

10 DP1

H A L L W A Y

FE

SUPPLY STORAGE

8 DP2

9 DP2

10 DP2

11 DP2

19 DP2

4.00

PCR BRANCH

ADMINISTRATIVE BRANCH

20 DP1

14 DP1

15 DP1

19 DP1 GFCI

14 DP2

15 DP2

16 DP2

PCO QUARTERS

ROOFDECK

GFCI

SLEEPING QUARTERS

17 DP2

10 DP3

9 DP3

18 DP2

GFCI

CANOPY

P O R C H

POWER LAYOUT GROUND FLOOR PLAN UP

SCALE

PROJECT TITLE:

CONFERENCE ROOM

RADIO ROOM/TOC

PNCO QUARTERS

ROOFDECK

KIT. REF

LOBBY

11 DP3

8 DP3

KS

DEPUTY PROVINCIAL DIRECTOR'S OFFICE

OPERATIONS BRANCH

WP

DAY ROOM

7 DP2

PESPO OFFICE

7 DP3

SECRETARY'S OFFICE

12 DP1

LOGISTICS BRANCH

5 DP3

R

11 DP1

4.00

ROOFDECK

H A L L W A Y 7 DP1

4.00

DP3

20 DP2

4 DP3

6 DP1

z

PCO QUARTERS ROOFDECK

18 DP1

12.00 METERS

MSS

a MSSb P O R C H b

SCALE

H A L L W A Y

PT

S3

ROOFDECK

KIT.

S

UP

4.00

n PNCO QUARTERS

CONFERENCE ROOM

RADIO ROOM/TOC

LIGHTING LAYOUT GROUND FLOOR PLAN

4.00

9

a

e

a

4.00

y

Sxyz

S

DN

S3

SECRETARY'S OFFICE

DEPUTY PROVINCIAL DIRECTOR'S OFFICE

e

ADMINISTRATIVE BRANCH

PSa

a

S

S2

a

S2

d

a

PCR BRANCH

Smno

S2

KS

LOBBY

PT

2 DP3

a

ROOFDECK

c

LOGISTICS BRANCH

x

PROVINCIAL DIRECTOR'S OFFICE

UP

OPERATIONS BRANCH

13 DP1

S

PT

ROOFDECK

c

S

S

1 DP3

S

H A L L W A Y

Scde

S2

SUPPLY STORAGE

S2

m 3 DP3

3 DP2

S2 S2

4.00

PSa PT

1 DP2

REF

1 DP1

4.00

PREPARED BY:

CHECKED BY:

CANOPY

POWER LAYOUT ROOFDECK FLOOR PLAN

POWER LAYOUT SECOND FLOOR PLAN SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

E2

SCHEDULE OF LOADS & DETAIL OF DISTRIBUTION PANEL 1

L

O

A

D

NO. & SIZE of WIRE & CONDUIT

OCPD

SPO/ AT, AF, POLE, LO CO NEMA Total Volts kVA Amps kAIC 3R

DESCRIPTION

2 - 100 mm² THHN/THWN CU WIRE 1 - 22 mm² THHN/THWN CU WIRE in 50 mm Ø PVC PIPE

1

WIRE mm² EMT mmØ

2G

200AT

L DESCRIPTION

O

A

D

OCPD

SPO/ AT, AF, POLE, LO CO NEMA Total Volts kVA Amps kAIC 3R

NO. & SIZE of WIRE & CONDUIT WIRE mm² EMT mmØ

9

230

0.90

3.91

15, 50, 2, 18

2-3.5+1-2.0 / 20

15AT

15AT

7

230

0.70

3.04

15, 50, 2, 18

2-3.5+1-2.0 / 20

10

230

1.00

4.35

15, 50, 2, 18

2-3.5+1-2.0 / 20

15AT

15AT

13

230

1.30

5.65

15, 50, 2, 18

2-3.5+1-2.0 / 20

6

230

0.60

2.61

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

20AT

7

230

1.26

5.48

20, 50, 2, 18

2-3.5+1-2.0 / 20

7

230

1.26

5.48

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

20AT

7

230

1.26

5.48

20, 50, 2, 18

2-3.5+1-2.0 / 20

9

230

1.62

7.04

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

5

230

0.90

3.91

30, 50, 2, 18

30AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

1

230

10.00

30, 50, 2, 18

30AT

30AT

2HP ACU WT (Logistics Branch)

1

230

12.00

30, 50, 2, 18

1.5HP ACU WT (Admin Branch)

1

230

10.00

30, 50, 2, 18

1.5HP ACU WT (HRDD Branch)

1

230

10.00

30, 50, 2, 18

1.5HP ACU WT (HRDD Branch)

1

230

10.00

30, 50, 2, 18

2HP Motor Pump (Spare)

1

230

12.00

30, 50, 2, 18

1TR ACU ST (Admin Branch)

1

230

10.82

30, 50, 2, 18

1TR ACU ST (PCR Branch)

1

230

10.82

30, 50, 2, 18

1.5HP ACU WT (Finance Branch)

1

230

SPARE

230

23 SPARE

30AT 30AT

13.04

30AT 30AT

30AT

30AT

30AT

30AT

30AT

30AT

/ 25

13.04

/ 25

Sub-total

GROUNDING LUGS FOR EVERY CIRCUIT

1-30MM

SPARE

230

3.00

13.04

/ 25

24 SPARE

230

3.00

13.04

/ 25

Sub-total

² THHN/THWNCOPPERWRIE n2i5MM

ØPVCPPIE

PROVDIEGROUNDNIGROD COPPERCLADSTEELROD(16MMØX3000MM)

Iw (Wire Ampacity)= (Total current, It x Demand factor,df) + 25% of Largest motor

PROJECT TITLE:

PREPARED BY:

CHECKED BY:

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

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

E3

SCHEDULE OF LOADS & DETAIL OF DISTRIBUTION PANEL 2

L

O

A

D

OCPD

SPO/ AT, AF, POLE, LO CO NEMA Total Volts kVA Amps kAIC 3R

DESCRIPTION

NO. & SIZE of WIRE & CONDUIT WIRE mm² EMT mmØ

9

230

0.90

3.91

15, 50, 2, 18

2-3.5+1-2.0 / 20

7

230

0.70

3.04

15, 50, 2, 18

2-3.5+1-2.0 / 20

8

230

0.80

3.48

15, 50, 2, 18

2-3.5+1-2.0 / 20

7

230

1.26

5.48

20, 50, 2, 18

2-3.5+1-2.0 / 20

7

230

1.26

5.48

20, 50, 2, 18

2-3.5+1-2.0 / 20

7

230

1.26

5.48

30, 50, 2, 18

1

230

10.00

30, 50, 2, 18

1TR ACU ST (Radio room)

1

230

10.82

30, 50, 2, 18

1TR ACU ST (Dep PD Office)

1

230

10.82

30, 50, 2, 18

1

230

10.00

30, 50, 2, 18

1.5HP ACU WT (Intel & Inv Br)

1

1.5HP ACU WT (Secretary's Office) 3/4HP ACU WT (PD Quarters)

1 1

1

230

6.90

230

13.04

2 - 100 mm² THHN/THWN CU WIRE 1 - 22 mm² THHN/THWN CU WIRE in 50 mm Ø PVC PIPE

1

2G

200AT

OCPD

SPO/ AT, AF, POLE, LO CO NEMA Total Volts kVA Amps kAIC 3R

WIRE mm² EMT mmØ

230

0.60

2.61

15, 50, 2, 18

2-3.5+1-2.0 / 20

15AT

15AT

9

230

0.90

3.91

15, 50, 2, 18

2-3.5+1-2.0 / 20

15AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

30AT

20AT

8

230

1.44

6.26

20, 50, 2, 18

30AT

30AT

2HP ACU WT (Opn Branch)

1

230

12.00

30, 50, 2, 18

30AT

30AT

1.5TR ACU ST (Conference Rm)

1

230

12.07

30, 50, 2, 18

1

230

6.90

20, 50, 2, 18

1

230

12.00

30, 50, 2, 18

30AT

20AT

3/4HP ACU WT (DPD Quarters) 30AT

30AT

20AT

30AT

2HP ACU WT (PD's Office)

1

SPARE

230

3.00

13.04

/ 25

24 SPARE

230

3.00

13.04

/ 25

30AT

GROUNDING LUGS FOR EVERY CIRCUIT

PREPARED BY:

D

6

/ 25

Iw (Wire Ampacity)= (Total current, It x Demand factor,df) + 25% of Largest motor

A

15AT

20, 50, 2, 18

Sub-total

PROJECT TITLE:

DESCRIPTION

O

15AT

30AT

23 SPARE

L

NO. & SIZE of WIRE & CONDUIT

Sub-total

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

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

E4

SCHEDULE OF LOADS & DETAIL OF DISTRIBUTION PANEL 3 L DESCRIPTION

O

A

D

OCPD

SPO/ AT, AF, POLE, LO CO NEMA Total Volts kVA Amps kAIC 3R

WIRE mm² EMT mmØ

12

230

1.20

5.22

15, 50, 2, 18

2-3.5+1-2.0 / 20

5

230

0.50

2.17

15, 50, 2, 18

2-3.5+1-2.0 / 20

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

1HP ACU WT (PNCO Quarters)

1

1

230

8.00

30, 50, 2, 18

1.5HP ACU WT (PCO Quarters)

1

1

230

10.00

30, 50, 2, 18

230

13.04

13 SPARE

NO. & SIZE of WIRE & CONDUIT

Sub-total

/ 25

2 - 38 mm² THHN/THWN CU WIRE 1 - 8 mm² THHN/THWN CU WIRE in 32 mm Ø PVC PIPE

1

2G

L

100AT

DESCRIPTION

O

A

D

OCPD

SPO/ AT, AF, POLE, LO CO NEMA Total Volts kVA Amps kAIC 3R

NO. & SIZE of WIRE & CONDUIT WIRE mm² EMT mmØ

15AT

15AT

5

230

0.50

2.17

15, 50, 2, 18

2-3.5+1-2.0 / 20

15AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

20AT

6

230

1.08

4.70

20, 50, 2, 18

2-3.5+1-2.0 / 20

20AT

30AT

1

230

10.00

30, 50, 2, 18

30AT

30AT

1

230

8.00

30, 50, 2, 18

30AT

30AT

30AT

30AT

GROUNDING LUGS FOR EVERY CIRCUIT

Iw (Wire Ampacity)= (Total current, It x Demand factor,df) + 25% of Largest motor

1.5HP ACU WT (PNCO Quarters) 1HP ACU WT (PCO Quarters)

1

SPARE

230

3.00

13.04

/ 25

14 SPARE

230

3.00

13.04

/ 25

Sub-total

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

Iw (Wire Ampacity)= (Total current, It x Demand factor,df) + 25% of Largest motor

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

ɸ

PROJECT TITLE:

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

E5

4.00

20.00 METERS 4.00

4.00

4.00

4.00

4.00

20.00 METERS 4.00

4.00

TVC SE

4.00

4.00

4.00

20.00 METERS 4.00

4.00

4.00

4.00

OR ANTENNA AT ROOFDECK

TVC

QUARTERS

4.00

FINANCE BRANCH TO TVC

INTEL & INVEST. MALE CR BRANCH

HRDD BRANCH

TO TVC

TV

TV

FEMALE CR

PROVINCIAL DIRECTOR'S OFFICE

TO TVC

ROOFDECK

TO TVC

TO TVC

UP

ROOFDECK

TV

DN

TV

DVR2

UP

DN

TV

4 CHANNELS

TV

FE

CCTV CONDUIT RISER DOWN/UP

DVR2 4 CHANNELS

TVC

TO TVC

SUPPLY STORAGE

TV

PESPO OFFICE

DVR1 4 CHANNELS

4.00

LOBBY

TV

TV

TO TVC

P O R C H

TV

20.00 METERS 4.00

CANOPY

SCALE

4.00

4.00

4.00

LAN SE (Outdoor)

RTR2

20.00 METERS 4.00

FEMALE CR

QUARTERS

DN

RTR4

4.00

20.00 METERS 4.00

ROOFDECK

UP

DN LAN SE (Outdoor)

SECRETARY'S OFFICE

DEPUTY PROVINCIAL DIRECTOR'S OFFICE

RTR3

RTR1

LAN CONDUIT RISER UP

RTR1 TTB

TEL CONDUIT RISER DOWN/UP

ADMINISTRATIVE BRANCH

LAN CONDUIT RISER DOWN/UP

LAN SE (Outdoor)

P O R C H TV

TELECOM LAYOUT GROUND FLOOR PLAN UP

SCALE

1 : 100MTS

PREPARED BY:

TELEVISION CABLE OUTLET TELEPHONE OUTLET

DVR

DIGITAL VIDEO RECORDER TV CABLE DISC ANTENNA CHECKED BY:

KIT.

ROOFDECK

PNCO QUARTERS

ROOFDECK

LAN SE (Outdoor)

CANOPY

CANOPY TTB

TELECOM LAYOUT SECOND FLOOR PLAN SCALE

PCO QUARTERS

TEL CONDUIT RISER DOWN

LAN CONDUIT RISER DOWN

SLEEPING QUARTERS

TTB TEL SE (Depending upon the Location of Utility Service Provider)

KS

TTB

CONFERENCE ROOM

RADIO ROOM/TOC

TEL CONDUIT RISER UP

PCR BRANCH

4.00

DAY ROOM

OPERATIONS BRANCH LOBBY

4.00

ROOFDECK

PESPO OFFICE

SUPPLY STORAGE

RTR3

PROVINCIAL DIRECTOR'S OFFICE

H A L L W A Y

FE

4.00

1 : 100MTS

REF

4.00

4.00

RTR2

H A L L W A Y

4.00

SCALE

4.00

H A L L W A Y

PROJECT TITLE:

TV CABLE & CCTV ROOFDECK FLOOR PLAN

1 : 100MTS

4.00

INTEL & INVEST. MALE CR BRANCH

HRDD BRANCH

ROOFDECK

TV

TV CABLE & CCTV SECOND FLOOR PLAN

1 : 100MTS

FINANCE BRANCH

LOGISTICS BRANCH

PCO QUARTERS

CANOPY

SCALE

UP

PNCO QUARTERS

SLEEPING QUARTERS

TO DVR

UP

4.00

TO DVR

ROOFDECK

KIT.

TV

TV CABLE & CCTV GROUND FLOOR PLAN 4.00

TVC CONDUIT RISER DOWN

TO TVC

CONFERENCE ROOM

ADMINISTRATIVE BRANCH

TV

TVC

DEPUTY PROVINCIAL DIRECTOR'S OFFICE RADIO ROOM/TOC

TO TVC

TO TVC

KS

PCR BRANCH TO TVC

4.00

TV

OPERATIONS BRANCH

LOGISTICS BRANCH

TV TO TVC

CCTV CONDUIT RISER DOWN

TO TVC

TVC CONDUIT RISER DOWN/UP

TVC

TV

DAY ROOM

TV

CCTV CONDUIT RISER DOWN

TO TVC

TVC CONDUIT RISER UP/DOWN

TO TVC

RTR1

DVR1 4 CHANNELS

SECRETARY'S OFFICE

R

TV

TO DVR

H A L L W A Y

REF

4.00

H A L L W A Y

TO DVR

TO TVC

TO DVR

R

H A L L W A Y

TO DVR

1 : 100MTS

TELEPHONE TERMINAL BOX

TELECOM LAYOUT ROOFDECK FLOOR PLAN

SERVICE ENTRANCE TELEPHONE/CABLE TVC

SPLITTER ON PULL BOX

SCALE

DOME TYPE VIDEO CAMERA (NIGHT VISION)

SUBMITTED BY:

RECOMMEND APPROVAL:

1 : 100MTS

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

E6

TO SEPTIC VAULT INLET PIPE

.15

PLUMBING NOTES:

3.20M 1.00 .40 .30 .05

.15

.80

.15

.80

.15

ALL PLUMBING WORKS SHALL BE DONE IN ACCORDANCE W/ THE LATEST PROVISIONS OF THE NATIONAL PLUMBING CODE .05

ALL VERT SOIL & WASTE STACK PIPE SHALL BE EXTEND FULL SIZE ABOVE ROOF LINE AS VENTS EXCEPT OTHERWISE SPECIFICALLY INDICATED

.40 X .40 MANHOLE

.40

1.50M

.55

ALL CHANGES IN PIPE SIZES ON SOIL WASTE LINE SHALL BE MADE W/ THE REDUCING FITTINGS OR RECESS REDUCERS PROVIDE CLEANOUT FOR EVERY FIFTEEN METERS ( 15.00 M ) DISTANCE HORIZONTAL LINE 12MM∅ BARS SPACED @ .20M O.C BW

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

.55

4" CHB 6" CHB

LEGEND & SYMBOLS COLD WATER LINE PVC POLYVINYL CHLORIDE PPR POLYPROPYLENE RANDOM DS DOWNSPOUT FAU FAUCET URI URINAL WC WATER CLOSET LAV LAVATORY CO CLEAN-OUT FD FLOOR DRAIN

P L A N TO MAIN SEWER LINE OUTLET PIPE

3.20M .15

1.00 .50

.15

.80

.15

.80

.15 0.5M

.40

TO SEPTIC VAULT INLET PIPE

.05

SV SEPTIC VAULT .05

TO MAIN SEWER LINE OUTLET PIPE

∅12 LIFT BAR

SHO SHOWER UR URINAL WC WATER CLOSET LAV LAVATORY GV GATE VALVE CV CHECK VALVE M WATER METER DRAINAGE PIPE LINE VSTR VENT STACK THRU ROOF SOIL PIPE LINE VENT PIPE LINE

4" CHB

.10

.30

.10

R.C. COVER W/ STL LIFTING COVER

PLASTERED FIN. DRAIN LINE

12MM∅ BARS SPACED @ .20M O.C BW

STORM DRAINAGE PIPE LINE

.10

.40M SECTION

4-12Ø MM BARS BOTHWAYS

PLAN

NOTE: VERIFY SIZE OF SEPTIC TANK TO LOCATION

PROJECT TITLE:

SECTION

SEPTIC TANK DETAIL

P1

PREPARED BY:

1

NOT TO SCALE

CHECKED BY:

10 MM THK CHB WALL W/ 10 MM O BARS

120mm

WF1

1

R.C. COVER W/ STL LIFTING COVER

.10

LEACHING CHAMBER 2 6" CHB

LEACHING CHAMBER 1

.50 M.

0.05

AIR SPACE WATER LEVEL

.50 M. .30

6" CHB

AIR SPACE WATER LEVEL

1.50M

1.80M

DIGESTIVE CHAMBER

0.05

AIR SPACE WATER LEVEL

0.05

0.05

.30 .15

CB CATCH BASIN

DETAIL OF CATCH BASIN NOT TO SCALE

P2

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

P-1

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

20.00 METERS

4 3 2 1

UP SEPTIC VAULT

2.40 1.50 20MM" Ø PPR CWL PIPE 100MMØ PVC PIPE

FD KS

KS

CO

2.10

GV

WC

CONN. ABOVE 25MM"Ø PPR CWL PIPE 20MM"Ø PPR SHOCWL PIPE GV 50MMØ VSTR FAU

1.90

SHO FAU 2.15

R

2.25 1.85 0.70 1.75

4.00

WC LAV

5OO GALS WATER TANK

CV M GV

P2

SECOND LEVEL PLUMBING LAYOUT SCALE 1 : 100MTS 0

1

2

4

GROUND LEVEL PLUMBING LAYOUT SCALE 1 : 100MTS 0

PROJECT TITLE:

UP

FD CO

4.00

WATER TANK

TO MAIN SEWER LN.

P2

LAV

9 8 7 6 5 4 3 2 1

CO

100MMØ PVC PIPE

1.00

2

1

CO 20MMØ PPR CWL PIPE

50MMØ VSTR

GV

10 11 12 13 14 15 16 17 18

4.00

FE

WATER SUPPLY

TO STORM DRAINAGE 150mmØ PVC PIPE

CB

4.00 1 HP MP MOTOR PUMP

150mmØ PVC PIPE

150mmØ PVC PIPE CB

TO STORM DRAINAGE 6"Ø PVC PIPE

GV

CB

CB

URI LAV

12.00 METERS

CONN. ABOVE 20mm"Ø PPR CWL PIPE

25mm"Ø PPR CWL PIPE

150mmØ PVC PIPE

4 3 2 1

CO WC WC GV WC WC FAU FAU FAU FAU FD FD CO CO FD FD

DN

150mmØ PVC PIPE

EXIT

CB

UP

150mmØ PVC PIPE

100mmØ PVC PIPE

CB

CO

2.40

1.50

150mmØ PVC PIPE

URI LAV

9 10 8 7 LAV 6 5 4 20MMØ 32 PPR CWL PIPE 1

4.00

CONN. ABOVE 25MMØ PPR CWL PIPE

50MMØ VSTR

CO 150mmØ PVC PIPE 25MMØ 150mmØ PVC PIPE 150mmØ PVC PIPE 150mmØ PVC PIPE CB CB GV PPR CWL PIPE CB CB CB 100mmØ PVC PIPE 25mm"Ø PPR CWL PIPE CO 100MMØ PVC PIPE WC WC WC WC FAU FAU FAU FAU FD FD CO CO FD FD

CB

4.00

50mmØ VENT PIPE

4.00

REF

CONN. ABOVE 25MMØ PPR CWL PIPE

50mmØ VENT PIPE

4.00

100MMØ PVC PIPE

4.00

PREPARED BY:

1

2

CHECKED BY:

4

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

P-2

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

75MMØ VSTR VERT. PIPE 1.90 25MMØ PPR CWL PIPE

75MMØ VSTR 1.90

RD

RD

URI

DS

DS

FAU

DS

ROOF LINE

DS

DS

PROJECT TITLE:

2

SCALE 1 : 100MTS

P3

PREPARED BY:

1

2

CHECKED BY:

RD

RD

RD

ROOF LEVEL PLUMBING LAYOUT 0

RD

DS

ROOF LINE

P3

RD

R O O F D E C K

LAV CO

DS

1

RD

2.25

2.40

1.50

DN

9 8 7 6 5 4 3 2 1

WC FD FAU

R O O F D E C K

LAV CO

DS

20MMØ PPR CWL PIPE

URI

10 11 12 13 14 15 16 17 18

SHO 20MMØ PPR CWL PIPE

WC SHO FAU FD

2.25

FAU

1.45

CO

CO

DS

1.45

DS

RD

RD

RD

RD

ROOF LEVEL PLUMBING LAYOUT SCALE 1 : 100MTS

4

0

SUBMITTED BY:

RECOMMEND APPROVAL:

1

2

4

APPROVED BY:

SHEET NO.

P-3

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

CONSTRUCTION NOTES A. GENERAL

D. CONCRETE SLAB

1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN, CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE.

1. ALL REINFORCEMENT SHALL BE 0.019 CLEAR MINIMUM FROM TOP AND BOTTOM OF SLAB. 2. FOR TWO - WAY SLAB ALONG THE LONGER SPAN SHALL BE PLACED BELOW THOSE ALONG THE LONGER SPAN AT CENTER AND OVER THE LONGER SPAN BARS NEAR THE SUPPORT UNLESS OTHERWISE INDICATED OR SHOWN IN DETAILS THE SPACING OF THE BARS AT THE COLUMN STRIPS CAN BE APPROXIMATELY 1 1/3 OF THE MIDDLE STRIP IN NO CASE GREATER THAN 2 1/3 TIMES THE SLAB THICKNESS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGS AND BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.

3. UNLESS OTHERWISE DETAILED IN CONDITIONING SLAB HAVING SAME REINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING SHALL BE BEND, EXTENDED OR CUT AS FOLLOWS.

2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEEL, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL BEFORE FABRICATION.

2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE AGGREGATE AND SLUMPS AS FOLLOWS : LOCATION

MAX. SIZE AGGREGATE

MAX. SLUMP

CURBS & SLAB ON GRADE EXCEPT FOUND.

3000 PSI(21.00 MPa)

1 IN. (25MM.)

4 IN. (100MM.)

FOUNDATION

3000 PSI(21.00 MPa)

3/4 IN. (19MM.)

4 IN. (100MM.)

COLUMN

3000 PSI(21.00 MPa)

3/4 IN. (19MM.)

4 IN. (100MM.)

SUSPENDED SLABS/ 4000 PSI(28.00 MPa) BEAMS

3/4 IN. (19MM.)

4 IN. (100MM.)

4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO, UNLESS OTHERWISE SHOWN OR NOTED. 5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS: BEAMS & COLUMNS ..................................................... ( 40 MM. ) FOOTINGS ..................................................................... ( 76 MM. ) SUSPENDED SLABS ........................................................ ( 20 MM. ) WHERE CONCRETE IS EXPOSED TO EARTH BUT POURED AGAINST FORMS ....................... ............ ( 50 MM. ) WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH ...........................................

L/4

L/4

L/4

L/5

L/5

L/5

L/5

L/5

L/5

L1

28 DAYS STRENGTH

3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 33 FOR DIA. 10 AND SMALLER BARS AND GRADE 40 FOR DIA. 12 AND LARGER BARS.

L/4

T

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BULDING CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318-77).

L/4

0.30 MIN

B. CONCRETE & REINFORCEMENT

L/4

L3

L2

TABLE OF LAP SPLICE & ANCH. LENGTH BAR DIA. (mm.)

ANCH. LENGTH (mm.)

10 12 16 20 25 28 32 36

0.60 0.60 0.60 0.60 0.68 0.86 1.12 1.43

LAP SPLICE (m)

UNIT MIN. LAP SPLICE WEIGHT LENGTH OF COL. REINF. TENSION BAR COMP. BAR INDIVIDUAL BARS (Kg/m) W/ TIES W/ SPIRAL 90 DEG 180 DEG 135 DEG TOP BAR BOT BAR TOP BAR BOT BAR 0.15 0.13 0.10 0.42 0.30 0.42 0.30 0.617 0.30 0.30 0.20 0.15 0.12 0.42 0.30 0.42 0.30 0.889 0.30 0.30 0.25 0.18 0.14 0.73 0.52 0.87 0.62 1.580 0.52 0.47 0.30 0.20 0.20 0.91 0.65 1.10 0.78 2.469 0.65 0.58 0.40 0.28 0.26 0.15 0.82 1.40 1.00 3.858 0.80 0.73 0.48 0.38 0.45 1.03 1.53 1.09 4.840 0.90 0.82 0.56 0.43 1.90 1.35 1.74 1.24 6.327 1.03 0.93 0.61 0.48 2.40 1.70 2.00 1.40 8.000 1.20 1.05 STANDARD HOOK (mm.)

NOTES: CANTILIVER

1. ACI SECTION 12.4 STATES THAT DEVELOPMENT LENGTH OF INDIVIDUAL BARS W/IN A BUNDLE, IN TENSION OR COMPRESSION, SHALL BE THAT FOR THE INDIVIDUAL BAR, INCREASED 20% FOR THREE BAR BUNDLE, AND 33% FOR FOUR-BAR BUNDLE.

E. FOUNDATION 1. FOUNDATION IS DESIGNED USING AN ASSUMED SOIL BEARING CAPACITY OF 190 KPa (3,968 psf). 2. FOUNDATION SHALL REST ON NATURAL SOIL. UNLESS OTHERWISE NOTED BY THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION HAVE BEEN COMPLETED AND PRIOR TO CONCRETING TO CONFIRM THE DESIGN SOIL BEARING CAPACITY. 6. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN ACCORDANCE WITH TABLE 1 (TABLE OF LAP SPLICE AND ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE. 7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED AND SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.

2. FOR COLUMNS,AT ANY LEVEL NO MORE THAN ALTERNATE BARS SHOULD BE SPLICED. NOT MORE THAN 33% OF THE BARS SHALL BE SPLICED W/IN THE REQUIRED LAP LENGTH. MINIMUM DISTANCE BETWEEN TWO ADJACENT BAR SPLICES SHALL BE 600MM. 3. TOP BARS ARE HORIZONTAL BARS W/ MORE THAN 300MM DEPTH OF CONCRETE CAST BELOW THE REINF. 4. AS MUCH AS POSSIBLE,SPLICES SUBJECTED TENSIL STRESSES ARE DISCOURAGE. THESE SHOULD BE AVOIDED OR PROVIDED W/ STANDARD HOOKS.

8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENTS, AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 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. 10. STRIPPING OF FORMS AND SHORES: FOUNDATION ................................................................ 24 HRS. SUSPENDED SLAB EXCEPT WHEN ADDITIONAL LOADS ARE IMPOSED .............................. 8 DAYS

3 IN. ( 75 MM. )

C. CAMBER REQUIREMENTS

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

1. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS CAMBER ALL RC BEAMS AT LEAST 10mm. FOR EVERY 4000mm. OF CLEAR SPAN EXCEPT CANTILEVERS WHICH SHALL BE 50mm. FOR EVERY 3000mm. OF CLEAR SPAN.

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

2. UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL R.C. 8mm PER 3000mm. OF SHORTER SPAN AND 14mm. FOR EVERY 2000mm. OF SLABS CANTILEVER SPAN PROJECT TITLE:

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

RECOMMEND APPROVAL:

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

S1

C3F3

1 S2

C3F3

PREPARED BY:

UP

C1F1

TB

2B2

2B2

2B2 1.35

C2 S2

2B2

2B2

2.05

1.85

2.40

2B2

2B2

2B1

C1

2B1

C1

2B1

C2 1.90

S2

S2

S2

2B1

C2

C2F2

C1

2B2

2

2B1

2B1

C1

S2

C1

2B1

C2

2B2

2.10

OPEN

2B1

C1

2B2

CANOPY

2B2

SECOND FLOOR FRAMING PLAN SCALE

1 : 100MTS

4

0

SUBMITTED BY:

S1

2B1

2B2

CHECKED BY:

2B1

S3

2B2

S1

S2 2

C1

2B1

OPEN

1 : 100MTS 1

C2

C2F2

C3F3

C3F3

S1

C1

2.15

2B1

TB

C1F1

1.20

1.20

C1

2B1

WF1

TB

2B1

1.20

WF1

FFE +0.80M

2B1

S2

2B2

FFE +0.80M

S1

1.00

2B2

FFE +0.80M

TB

9 8 7 6 5 4 3 2 1

C1 DN 2B1 UP C1 S3

2B2

S2

2B2

FE

2B1

C1

2B2

FFE +0.80M

C1F1

TB

TB

C1

2B1

1.50

WF2

0.75

2.25

TB

WF1

FFE +0.80M

C1

2B1

10 11 12 13 14 15 16 17 18

2B2

2B2

2B2

TB

WF1

TB

TB

1.50

FFE +0.80M

TB

C2 S2

FOUNDATION PLAN SCALE

S1

2B1 C2F2

C1F1

C1F1

0

PROJECT TITLE:

C1F1

1.20

C1F1

C1

2B1

2B2

TB

S1

TB

WF1

C1F1

C1

2B2

0.40

TB

C1F1

WF1 TB

2B1

C2

WF1

C2F2

FFE +0.80M

1.75

WF2 FFE +0.80M

C2

C2F2

WF1

FFE +0.80M

TB

C1F1 TB

1.75

WF1

TB

UP

10mmØ BARS @ 0.40M.O.C. BOTHWAYS

2.00

FFE +0.80M

TB

TB

WF2

TB WF1

TB

FFE +0.80M

WF2

C2F2 TB

FFE +0.80M

TB

C1F1

WF1

TB

UP

WF2

TB

C1F1 TB

WF1

TB

4 3 2 1

9 10 8 7 6 5 4 3 2 1

C1F1

TB

TB

TB C2F2

FFE + 0.75M

1.20

WF2

WF1 TB

FFE + 0.75M

C1F1

TB

WF1 TB

WF1

TB

WF1 FFE +0.80M

C1F1

TB

2.40

C1F1

TB

TB

WF2

C2F2

RECOMMEND APPROVAL:

1

2

4

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

S2

1.90

RDB1

RDB1

1.90

C2

C2

RDB1

RDB1

TRU SS-

RDB1

3 SSU TR

RB1

RB2

RB2

RDB2

RDB2

RDB2

S1

TRUSS-2

RB2

RB2

TRUSS-1

RB2

RB2 TRUSS-2 RB1

RB1

RB1

RB1

RB1 RDB1

RDB1

RDB1

C2

C2

RDB1

C2

3 SSU R T

RDB1

C2

R O O F D E C K

RDB1

TRUSS-2

RB2

S2

S2

C2

RB1

RB2

RDB1

RB1

RB2

C2

RB1

RB2

RDB1

S2

R O O F D E C K

S3

RDB2

RDB1 RDB2

RDB2

TRUSS-2

RDB2

S1

S2

RDB1

S2

RDB1 C2

RDB2

RDB2

RDB1 C2

S3

RDB2

S2

S1

C2

C2

DN RDB1

RDB1 RDB2

RDB2

RDB1

S1

RDB2

C2

RDB2

C2

9 8 7 6 5 4 3 2 1

RDB2

S1

10 11 12 13 14 15 16 17 18

2.40

S1

RDB2

RDB2

RDB2

1.50

3

TRU

SS3

RB1

2" X 4" C-PURLINS @ 0.70 M. O.C.

1 S3

ROOFDECK FRAMING PLAN SCALE 1 : 100MTS

S3 0

PROJECT TITLE:

PREPARED BY:

2

1

2

CHECKED BY:

ROOF FRAM ING PLAN SCALE 1 : 100MTS

4

0

SUBMITTED BY:

RECOMMEND APPROVAL:

1

2

4

APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

S3

SCHEDULE OF COLUMN C1

C2

BOTTOM REINFORCEMENT

ROOFDECK TO ROOFING

DETAIL

OF

SCALE 1 : 50MTS 0

.50

6-16mmØ VERT. BARS W/ 2 SETS OF 10mmØ STIRRUPS [email protected],[email protected] [email protected].

TYPICAL FOOTING PLAN

1.0

8-16mmØ VERT. BARS W/ 2 SETS OF 10mmØ STIRRUPS [email protected],[email protected] [email protected].

THICKNESS

6-16mmØ VERT. BARS W/ 1 SET OF 10mmØ STIRRUPS [email protected],[email protected] [email protected].

8-16mmØ VERT. BARS W/ 2 SETS OF 10mmØ STIRRUPS [email protected],[email protected] [email protected].

6-16mmØ VERT. BARS W/ 1 SET OF 10mmØ STIRRUPS [email protected],[email protected] [email protected].

1.0

100 THK. CHB WALL W/ 10Ø @ 600 EACH WAY (TYPICAL)

150 THK. CHB WALL W/ 10Ø @ 600 EACH WAY (TYPICAL)

10Ø @ 300

TRUSS - 3

SCALE 1 : 50MTS

ROOF FRAM ING PLAN 0

.50

2

1.0

1.20

ISOLATED

7-16MMØ B.W.

7-16MMØ B.W.

1.20

ISOLATED

0.20

1.50 X 1.50

0.20

1.20 X 1.20

STRUCTURAL DESIGN (PROGRESSIVE TYPE) STRUCTURAL DESIGN VARIES WITH SOIL BEARING CAPACITY OF THE LOCATION

NGL BACKFILL

T

TIE BEAM EARTH 90% COMPACTED

0.30

NTS

16mm∅ REBARS ON 10mm dia STIRRUPS [email protected], [email protected], [email protected]

SUPPORT

WALL FOOTING DETAIL NOT TO SCALE

S4

3

PREPARED BY:

CHECKED BY:

SUBMITTED BY:

3-16MMØ TOP BARS 2-16MMØ BOTTOM BARS

MIDSPAN

DETAIL OF TIE-BEAM

S4 PROJECT TITLE:

COLUMN FOOTING

0.30

2-16MMØ TOP BARS 3-16MMØ BOTTOM BARS

WF-2 DETAIL

NTS

SCALE 1 : 50MTS

10-16MMØ B.W.

12-16MMØ B.W.

1.0

WF-1 DETAIL

S4

10-16MMØ B.W.

1.80 X 1.80

0.40

10Ø @ 300

1

ISOLATED

0.20

COLUMN FOOTING

TOP CHORD : 2-1/4" X 2" X 2" ANGLE BAR BOTTOM CHORD : 2-1/4" X 2" X 2" ANGLE BAR WEB MEMBERS : 2-1/4" X 1 1/2" X 1 1/2" ANGLE BAR

.50

1.20

BAR 'L'

3-10Ø

3-10Ø

0

12-16MMØ B.W.

BAR 'S'

6-16mmØ VERT. BARS 10mmØ STIRRUPS [email protected],[email protected] [email protected].

100 THK. SLAB ON GRADE W/ 10Ø @ 350 EACH WAY

OF

REMARK

T (M)

NOTES:

NATURAL GRADE LINE

DETAIL

D (M)

2. 16MM° AND LARGER BARS FY=276MPA (40,000 PSI) 3. NO FOOTING SHOULD REST ON BACKFILL MATERIALS 4. INCASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING CANNOT BE ASCERTAINED THE EXPERT OR A GEOTTHECNICAL ENGINEER TO INVESTIGATE SUB-SURFACE CONDITION.

SCALE 1 : 50MTS .50

BOTTOM BARS

(LXW)

F1 F2 F3

TRUSS - 2

0

SIZE (MM)

MARK

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

TOP CHORD : 2-1/4" X 2" X 2" ANGLE BAR BOTTOM CHORD : 2-1/4" X 2" X2" ANGLE BAR WEB MEMBERS : 2-1/4" X 1 1/2" X 1 1/2" ANGLE BAR

OF

TYPICAL FOOTING ELEV.

SCHEDULE OF FOOTINGS

GROUND FLOOR TO SECOND FLOOR

DETAIL

FOOTING

SECOND FLOOR TO ROOFDECK

TRUSS - 1

NGL

C1

0.40

TOP CHORD : 2-1/4" X 2" X 2" ANGLE BAR BOTTOM CHORD : 2-1/4" X 2" X2" ANGLE BAR WEB MEMBERS : 2-1/4" X 1 1/2" X 1 1/2" ANGLE BAR

C3

RECOMMEND APPROVAL:

NOT TO SCALE APPROVED BY:

SHEET NO.

PROPOSED PROVINCIAL HEADQUARTERS BUILDING DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE Republic of the Philippines NATIONAL POLICE COMMISSION PHILIPPINE NATIONAL POLICE ENGINEERING SERVICE REGIONAL PROJECT MANAGEMENT UNIT 11

Camp Quintin M Merecido, Davao City LOCATION: Kidalapong, Malita, Davao Occidental

PHILIP LAWRENCE S ABAPO, III

MARIA DEOVINA G SEVILLANO

HONORIO R AGNILA

MANUEL G FABROS

ABELARDO C MATILLANO

ANTONIO A TAYLAN, JR

POLICE SENIOR INSPECTOR Asst. Chief, RPMU

Police Chief Inspector Acting Chief, RPMU

Police Superintendent Acting Chief, ID, ES

Police Senior Superintendent Chief of Staff, ES

Police Senior Superintendent Deputy Director, ES

Police Chief Superintendent Director, ES

S4