construction of malinao municipal police station …
TRANSCRIPT
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
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
PNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
241
REPUBLIC OF THE PHILIPPINES
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
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A N
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T R
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P A R
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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
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F
HO
LD
IN
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DE
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NT
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EL
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VARIFOLD
PARTITION
VARIFOLD
PARTITION
2.573.00
LA
DD
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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
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AIL
O
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AL
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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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24AS SHOWN
POLICE MAJORCHIEF, INFRASTRUCTURE SECTION
PNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A2
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 62
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A3
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 63
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A4
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 64
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
3
CT&B
4
D
2.40
FIN FLR LN
CEILING LN
300X300 GLAZED CERAMIC
WALL TILES
SECTION "2"
FFL
CEILING LINE
300X300 GLAZED CERAMIC
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
300X300 GLAZED CERAMIC
WALL TILES
SHOWER CURTAIN
300X300 GLAZED CERAMIC
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.
4.5MM HARDIFLEX CEILING FIN.
FLOOR TILES FIN.
4.5MM HARDIFLEX CEILING FIN.
FLOOR TILES FIN.
CONC. SLAB
CEILING FIN.
FLOOR TILES FIN.
FLOOR TILES FIN.
4.5MM HARDIFLEX CEILING FIN.
FLOOR TILES FIN.
FLOOR TILES FIN.
4.5MM HARDIFLEX
CEILING 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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A5
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 65
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
W/ 5mm THK. CLEAR GLASS
1.5
00
.9
0
W/ 5mm THK. CLEAR GLASS
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A6
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 66
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A7
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 67
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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)
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
A8
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 68
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S1
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 69
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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],
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S2
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 610
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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]
[email protected], [email protected]
est @0.2CL
[email protected], [email protected]
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
[email protected], [email protected]
3-16mm dia300200LB 3-16mm dia2-16mm dia2-16mm dia
rest @0.2CL
[email protected], [email protected]
4-16mm dia300200CB2 2-16mm dia
rest @0.2CL
[email protected], [email protected]
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S3
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 611
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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.
3 SETS OF EXTRA TIES
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)
3 SETS OF EXTRA TIES
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S4
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 612
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S5
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 613
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
±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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S6
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 614
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S7
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 615
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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],
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
S8
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 616
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
P1
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 617
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
P2
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 618
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
GROUND FLOOR PLAN SECOND FLOOR PLAN ROOFDECK FLOOR PLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
P3
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 619
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
GROUND FLOOR PLAN SECOND FLOOR PLAN ROOFDECK FLOOR PLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
P4
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 620
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
E1
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 621
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
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
L O A D OCPDNO. & SIZEof WIRE &CONDUIT
DESCRIPTION LO COSPO/NEMA
3RTotal Volts kVA Amps AT, AF, POLE,
kAICWIRE mm²PVC mmØ
1 Lighting Outlet (1st Floor) 9 9 230 0.90 3.91 15, 50, 2, 18 2-3.5+1-2.0 / 20
3 Lighting Outlet (1st Floor) 7 7 230 0.70 3.04 15, 50, 2, 18 2-3.5+1-2.0 / 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
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 (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
L O A D OCPDNO. & SIZEof WIRE &CONDUIT
DESCRIPTION LO COSPO/NEMA
3RTotal Volts kVA Amps AT, AF, POLE,
kAICWIRE mm²PVC mmØ
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
E2
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 622
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
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)
LIGHTING (1st FLOOR)
C. O. (1st FLOOR)
LIGHTING (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
3.2
5M
1.9
M
2.5
M3
.0
4M
2.6
1M
4M 4M
3
A
B
C
EV
ID
EN
CE
RAMPUP
UP
P O R C H
DETENTION CELL
INTEL/
INVESTIGATION
DETENTION CELL
FEMALE
OFCR.
DESK
UP
FIN/PCR
ADMIN/LOG/
CABINET
HANGING
L O B B Y
MALE
ARMORY
UP
ca
no
py ln
.
STEP DWN
WCCD/ GAD
(w/ juvenile area)
2
3
ST
EE
L
AC
CO
RD
IO
N
SL
ID
IN
G
ST
EE
L D
OO
R
LA
DD
ER
RU
NG
LA
DD
ER
RU
NG
7654321
1
2
3
4
1
2
3
4
8
1
canopy ln.
ca
no
py ln
.
ca
no
py ln
.
canopy ln.
ca
no
py ln
.
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
7M
3M
3M
T&B
UP
H A L L W A Y
REST RM.
LOCKER
COP/ DEP. COP
CONFERENCE RM
LO
CK
ER
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
ER
RU
NG
LA
DD
ER
RU
NG
canopy ln.
ca
no
py ln
.ca
no
py ln
.
canopy ln.
ca
no
py ln
.ca
no
py ln
.
canopy ln.canopy ln.
3 421
A
B
C
12M
4M
8M
4M
4M
1.2
M1
.2
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
1:100MSCALE1 2
1:100MSCALE1 2
TVC1
TVC2
TTB1
TTB2
RTR1 RTR
4
RTR2
RTR3
TTB4
RTR
TVC3
SECOND FLOOR
TELECOMMUNICATION LAYOUT
ROOFDECK
TELECOMMUNICATION LAYOUT
GROUND FLOOR
TELECOMMUNICATION LAYOUT
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
E3
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 623
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN
4PB2
5PB2
12PB2
7PB2
8PB2
9PB2
10PB2
11PB2
6PB2
GROUND FLOOR LIGHTING LAYOUT
x y z
a b c
a b
a a
b b
d d
c
SabcSxyz
S3w-y
Sx
S3w-i
S3w-y
SabSx
Sx
y
y
x
x
a b
b
ax
Sab SabcSd
Sab
421
8.0
0M
12.00M
3.0
0
4M
4M
4M
3.2
5M
1.9
M
2.5
M3
.1
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
7M
3M
1M
2.1
5M
3M
1.1
5M
3 421
A
C
12M
4M
8M
4M
4M
1.2
M1
.2
M
4M 4M
1.2M 1.2M
A
B
C
4PB1
5PB1
6PB1 8
PB1
7PB1
WP
WP
WP WP
WP
Sdef
Riser Down
a a b b
d d e e f f
h
g
h
g
cSgh
EV
ID
EN
CE
RAMPUP
UP
P O R C H
DETENTION CELL
INTEL/
INVESTIGATION
DETENTION CELL
FEMALE
OFCR.
DESK
UP
FIN/PCR
ADMIN/LOG/
CABINET
HANGING
L O B B Y
MALE
ARMORY
UP
ca
no
py ln
.
STEP DWN
WCCD/ GAD
(w/ juvenile area)
T&B
ST
EE
L
AC
CO
RD
IO
N
SLID
IN
G
ST
EE
L D
OO
R
LA
DD
ER
RU
NG
LA
DD
ER
RU
NG
7654321
1
2
3
4
1
2
3
4
8
canopy ln.
ca
no
py ln
.
ca
no
py ln
.
canopy ln.
ca
no
py ln
.
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
CONFERENCE RM
LO
CK
ER
QUARTERS
OPNS
EVIDENCE
RM
RADIO
STEEL
ACCORDION
SLIDING
STEEL DOOR
DN
T&B
VARIFOLD
PARTITION
VARIFOLD
PARTITION
LA
DD
ER
RU
NG
LA
DD
ER
RU
NG
canopy ln.
ca
no
py ln
.ca
no
py ln.
canopy ln.
can
op
y ln.
ca
no
py ln
.
canopy ln.canopy ln.
C O V E R E D
R O O F D E C K
DN
ROOF LINE
ROO
F LI
NE
421
8.0
0M
12.00M
3.0
0
4M
4M
4M
3.2
5M
1.9
M
2.5
M3
.0
4M
2.6
1M
4M 4M
3
A
B
C
EV
ID
EN
CE
RAMPUP
UP
P O R C H
DETENTION CELL
INTEL/
INVESTIGATION
DETENTION CELL
FEMALE
OFCR.
DESK
UP
FIN/PCR
ADMIN/LOG/
CABINET
HANGING
L O B B Y
MALE
ARMORY
UP
ca
no
py ln
.
STEP DWN
WCCD/ GAD
(w/ juvenile area)
2
3
ST
EE
L
AC
CO
RD
IO
N
SL
ID
IN
G
ST
EE
L D
OO
R
LA
DD
ER
RU
NG
LA
DD
ER
RU
NG
7654321
1
2
3
4
1
2
3
4
8
1
canopy ln.
ca
no
py ln
.
ca
no
py ln
.
canopy ln.
ca
no
py ln
.
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
7M
3M
1M
2.1
5M
3M
1.1
5M
T&B
UP
H A L L W A Y
REST RM.
LOCKER
COP/ DEP. COP
CONFERENCE RM
LO
CK
ER
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
ER
RU
NG
LA
DD
ER
RU
NG
canopy ln.
ca
no
py ln
.ca
no
py ln
.
canopy ln.
ca
no
py ln
.
ca
no
py ln
.
canopy ln.canopy ln.
3 421
A
C
12M
4M
8M
4M
4M
1.2
M1
.2
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION VI, WESTERN VISAYAS
FORT SAN PEDRO ILOILO CITY
PREPARED BY:
DATE :
24POLICE MAJOR
CHIEF, INFRASTRUCTURE SECTIONPNP REGIONAL ENGINEERING UNIT 6
IMPLEMENTING AGENCY:
E4
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. PAMUSPUSANPLTCOL. ALGEN A. TABA
ACTING CHIEF, REGIONAL ENGINEERING UNIT 624
AS SHOWN
LOCATION : MUNICIPALITY OF MALINAO, AKLAN
CONSTRUCTION OF MALINAO MUNICIPAL POLICESTATION BUILDING, MALINAO, AKLAN