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
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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
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
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
AutoCAD SHX Text
1.90
AutoCAD SHX Text
1.90
3 421
A
B
C
12.00
4.00
8.00
4.00
4.00
1.20
1.20
4.00 4.00
1.20 1.20
RD RD
RD RD
R O O F P L A N
RD RD
RD RD
PRE-COATED (WHITE)# 24 G.I. LONG SPAN RIBBEDROOF SHEETS
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
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
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
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
FFL
AutoCAD SHX Text
FFL
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
LAVATORY
GLASS BLOCKS
0.1
5
0.6
0
CR FLUSH DOOR
2.1
0
0.3
52
.1
0
FIN. FLR. LN.
FIN. FLR. LN.
STEEL AWNING WINDOW
W/ 5mm THK. CLEAR GLASS
W/ 12mmX12mm SQUARE BAR
W-3
0.50
0.3
5
W-2
1.7
5
W-1
w/ 50mm∅ Spacing O.C.
25mm∅ Round Bar
STEEL FIXED WINDOW
W-5W4
0.90
PANEL DOOR W/ SLIGHT
W/ DOOR CLOSER
CARVING, 2"X5" DOOR JAMB
D-2
POWDER COATED
TINTED FIXED GLASS SIDINGS
ALUMINUM SWING DOOR
D-1
2.1
0
0.80
PANEL DOOR W/ SLIGHT
W/ DOOR CLOSER
CARVING, 2"X5" DOOR JAMB
D-3
2.1
0
2.1
0
W-6
FFL OF LANDING
0.2
0
2.40
0.6
W/ NITE LATCH LOCK
STEEL DOOR JAMB
STEEL DOOR
D-6
0.6
0
2.1
0
0.70
0.3
5
0.90
F
POWDER COATED
W/ FIXED GLASS
ALUM SWING DOOR
D-4 D-5
2.1
0
Round Bars
25mm Ø
D-7
25MM DIA ROUND BAR
STEEL GRILL DOOR
2.1
0
25mm Ø
Round Bars
0.90m
STEEL DOOR JAMB
W/ NITE LATCH LOCK
& EXHAUST LOUVER
STEEL DOOR
D-8.2
0.4
m
0.5m
0.90m
DOUBLE LOCK
W/ RECEIVING COUNTER
STEEL GRILL DOOR
D-8.1
2.1
0m
3.50
FLOOR LINE
FLOOR LINE
CEILING LINE
0.60
2.40
1.20
1.20
0.45 0.45
SIDE view
FRONT view
DETAIL OF LOCKERS
3/4" THK PLYWOOD
CABINET PANEL DOOR (PAINTED FIN. SAME AS WALL COLOR)
CHB
WAL
L
3/4" THK PLYWOOD
CABINET/SHELVES/
PARTITION SIDINGS
HANGER ROD
LIGHT GAUGE METAL FURRING
FOR THE CABINET FRAME
(ALUM. METAL FURRING)
1 3
2 4
CONCEALED
HINGES FOR
LOCKER HINGE
STAINLESS STEEL
CABINET HANDLE
3.50
M
PLAIN ALUM. SHTS
ALUMINUM SHELVES
ON ALUM. FRAME
ACCORDION DOOR
STEEL PLATE
2.10
M
.40M
PLAIN ALUM. SHTS
ON ALUM. FRAME
.50M
SIDE DETAILFRONT ELEVATION
ACCORDION DOOR
1.00M1.65
QTY: 1 UNIT
LOC: MAIN ENTRY
QTY: 6 UNITS
LOC: INTEL/INVES,
ADMIN/LOG/FIN/PCR,
COP/DEP
COP/CONF.,
OPNS., QTRS
QTY: 2 UNITS
LOC: RADIO ROOM
QTY: 3 UNITS
LOC: T&B'S
QTY: 1 UNIT
LOC: EXIT (BACK) DOOR
QTY: 1 UNIT
LOC: HOLDING AREA
QTY: 2 UNITS
LOC: DETENTION CELL
QTY: 1 UNIT
LOC: ARMORY
QTY: 2 UNITS
LOC: ARMORY, ROOFDECK
SCHEDULE OF DOORS & WINDOWS
0 .50 1 2
SCALE 1: 50M
1.5
00
.9
0
0.20
QTY: 7 SETS
LOC: INTEL/INVES,
WCCD/GAD,
CONF.RM.,
OPNS.
QTY: 5 SETS
LOC: INTEL/INVES,
WCCD/GAD,
OPNS. HALLWAY,
RESTRM.
QTY: 3 SETS
LOC: T&B'S
QTY: 2 SETS
LOC: DETENTION CELLS
QTY: 3 SETS
LOC: ADMIN/LOG/FIN/PCR.,
COP/DEP COP,
RADIO ROOM
QTY: 3 SETS
LOC: ARMORY
STAIRS
0 .50 1
SCALE 1 : 25MTS
LOCKER
1.80
75
86
0.45 0.45
0.60
EVIDENCE
2
D
STEEL
ACCORDION
SLIDING
STEEL DOOR
1.65
INTEL/
INVES
0.60
HT. OF
DOOR
OPENING
FFL
TOP PLAN
DETAIL OF EVIDENCE CABINET
0 .50 1 2
SCALE 1: 50M
FIX GLASS W/ STEEL GRILLS
2.40
1.20
1.20
0.8M
0.8M
1.30
2.70
1.50
3.50
0.60
3.50
ROOFDECK FLR FFL
2ND FLR FFL
GROUND FLR FFLNGL
TOP OF PARAPET
2.16
TOP OF ROOF BEAM
ALL-AROUND
CONCRETE MOULDING
CONCRETE
WINDOW CANOPY
0.35 M.
SPOT DETAIL
1:20MTSSC.
0.10
M.
COLUMN CASING
CHB WALL
SPOT DETAIL
1:20MTSSC.
0.075 M.
0.07
5 M
.
WINDOW SILL
CHB WALL
BAY SECTION & MOULDING DTLS
0.3
51
.7
5
w/ 50mm∅ Spacing O.C.
25mm∅ Round Bar
1.00
A6
1
A6
2
A6
3
A6
4
1:100MSCALE
0 1 2 4
0.9
0
ALUMINUM FRAME SLIDING WINDOW
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
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
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
AutoCAD SHX Text
LADDER RUNG
0.80
REAR
0.80
LEFT SIDE
3
4
" THICK MARINE PLYWOOD
(PAINTED FINISH PNP BLUE)
0.80
FRONT
0.80
RIGHT SIDE
0.60
0.20
0.60
0.60
1.60
QSL PLAN
0 .50 1
SCALE 1 : 25MTS
A8
1
3
4
" THICK MARINE PLYWOOD
(PAINTED FINISH SAME AS WALL)
PAINTED FINSH
(PNP BLUE)
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
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
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
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
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
AutoCAD SHX Text
3. NO FOOTING SHOULD REST ON BACKFILL MATERIALS
AutoCAD SHX Text
TO INVESTIGATE SUB-SURFACE CONDITION.
AutoCAD SHX Text
4. INCASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING
AutoCAD SHX Text
CANNOT BE ASCERTAINED THE EXPERT OR A GEOTTHECNICAL ENGINEER
AutoCAD SHX Text
10-16MM%%C B.W.
AutoCAD SHX Text
8-16MM%%C B.W.
AutoCAD SHX Text
2. 16MM%%D AND LARGER BARS FY=276MPA (40,000 PSI)
AutoCAD SHX Text
1. 12MM%%D AND SMALLER BARS FY=228MPA (33,000 PSI)
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
AutoCAD SHX Text
1
AutoCAD SHX Text
6
3 421
A
B
C
12.00
4.00
8.00
4.00
4.00
1.20
1.20
4.00 4.00
1.20 1.20
RB RB RB
RB RB RB
RB RB
TRU
SS-1
TRU
SS-1
TRU
SS-1
HT-2
HT-2
HT-1 HT-1
HT-3
HT-3
1.50
1.20 1.00 1.00 1.00 1.00 1.201.001.001.001.00
1.50
1.20 1.00 1.00 1.00 1.00
8.00
4.00
0.75
1.20 1.00 1.00
2.00
ROOF FRAMING PLAN
TRUSS-1
HT-1
SCHEMATIC TRUSS DIAGRAM
BC - 2 < 2" X 2" X 1/4" THK AB TC - 2 < 2" X 2" X 1/4" THK AB VM - 2 < 2" X 2" X 3/16" THK AB
DM - 2 < 2" X 2" X 3/16" THK AB
2" X 4" C-PURLINS SPACED AT 0.60M O.C.
HT-3
HT-2
HT-2
HT-3
HT-3
HT-3
HT-3
HT-3
HT-3
1.50
1.001.001.001.001.000.661.20
HT-2
12MM∅ CROSS BRACING W' TURNBUCKLE
10MM∅ SAG ROD
PRE-PAINTED GUTTER
(PNP BLUE)
CONCRETE COLUMN
1:100MSCALE
0 1 2 4
1:100MSCALE
0 1 2 4
61
GROUND FLOOR LVL
FINISH GRADE LINE
2ND FLOOR LVL.
3 SETS OF EXTRA TIES
AT BEAM-COLUMN
INTERSECTION
ROOF DECK LVL.3 SETS OF EXTRA TIES
AT BEAM-COLUMN
INTERSECTION
NOTE:
1. SEE SCHEDULE OF COLUMNS
FOR NUMBER OF TIES PER SET.
2. NOT MORE THAN 1/3 OF
VERTICAL BARS SHALL BE
SPLICED AT ONE LOCATION.
3. CONSTRUCTION JOINT OF
COLUMN SHALL BE LOCATED
AT MIDHEIGHT OF FLOOR.
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
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
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
AutoCAD SHX Text
45%%D
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
OPENING
AutoCAD SHX Text
TYP
AutoCAD SHX Text
450
AutoCAD SHX Text
200
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
OPENING
AutoCAD SHX Text
TYP
AutoCAD SHX Text
450
AutoCAD SHX Text
200
AutoCAD SHX Text
DOOR
±0.
205
MRI
SER
0.30 MTREAD 0.125
1-10MMØ NOZING BAR W/10MMØ TIES @ 300 MM.O.C.
TEMP. BARS (TYP.) 10MMØ @ 300 MM. O.C.
12MMØ @ 100 MM. O.C.BOTT. BARS (TYP.)
0.30 MTREAD
0.90
MHT
. OF
HAND
RAIL
SQUARE BAR GRILLSPAINTED FIN.
CONCRETE STAIRSEE STRUC. DET.
FLR. FIN.
B2- SEESTRUC. DET.
FLOOR TILEFIN.
0. 2
05 M
RISE
R
2" NON-SLIP BRASS NOZING
0.05
0.05
HANDRAIL2"Ø STAINLESS
4
B
ARMORY
3
W
8.2
D
3
C
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3
7654321
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6
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ca
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.
PL
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TB
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4.00
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17 16 15 14 13 12 11 10
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6
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can
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canopy ln.
1.45
STAI
R W
IDTH
2.35STAIR STEPS
1.65
2.88
STAI
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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
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
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
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
AutoCAD SHX Text
3. NO FOOTING SHOULD REST ON BACKFILL MATERIALS
AutoCAD SHX Text
TO INVESTIGATE SUB-SURFACE CONDITION.
AutoCAD SHX Text
4. INCASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING
AutoCAD SHX Text
CANNOT BE ASCERTAINED THE EXPERT OR A GEOTTHECNICAL ENGINEER
AutoCAD SHX Text
5-16MM%%C B.W.
AutoCAD SHX Text
2. 16MM%%D AND LARGER BARS FY=276MPA (40,000 PSI)
AutoCAD SHX Text
1. 12MM%%D AND SMALLER BARS FY=228MPA (33,000 PSI)
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
AutoCAD SHX Text
SLOPE 1:10 (MIN)
WC
LAV
SHO
SHO
LAV
WC
GV
FAU
GV
FR. BELOW
CONN. ABOVE
WCLAV
FAU
FAU
20mmØ PPR CWL PIPE
20
mm
Ø P
PR
C
WL
P
IP
E
FAU
FAU
GROUND FLOOR PLAN SECOND FLOOR PLAN ROOFDECK FLOOR PLAN
WATERLINE LAY OUT
1:100MSCALE
0 1 2 4
FAU
CONN. ABOVE
20mmØ PPR CWL PIPE
12.5mmØ PPR
CWL PIPE
20mmØ PPR CWL PIPE
12.5mmØ PPR
CWL PIPE
wc
P O R C H
wc
P2
1
WM
FR. MAIN
WATER SOURCE
GV
MP
WATER
TANK
1 HP
MOTOR PUMP
2-2500 GALS
WATER TANK
WATER
TANK
GV
CV
20mmØ PPR CWL PIPE
GV
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
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
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
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.
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
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
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
AutoCAD SHX Text
100A
AutoCAD SHX Text
30A
AutoCAD SHX Text
30A
AutoCAD SHX Text
20A
AutoCAD SHX Text
30A
AutoCAD SHX Text
20A
AutoCAD SHX Text
15A
AutoCAD SHX Text
15A
AutoCAD SHX Text
15A
AutoCAD SHX Text
20A
AutoCAD SHX Text
30A
AutoCAD SHX Text
125A
AutoCAD SHX Text
30A
AutoCAD SHX Text
30A
AutoCAD SHX Text
30A
AutoCAD SHX Text
20A
AutoCAD SHX Text
20A
AutoCAD SHX Text
20A
AutoCAD SHX Text
30A
AutoCAD SHX Text
20A
AutoCAD SHX Text
20A
AutoCAD SHX Text
15A
AutoCAD SHX Text
15A
AutoCAD SHX Text
15A
AutoCAD SHX Text
20A
AutoCAD SHX Text
20A
11 ACU WT (3/4 HP)
100 A, 1P
1
125 A, 1P
15 A, 1P 15 A, 1PLIGHTING (2nd FLOOR)
LIGHTING(ROOFDECK)
C. O. (2nd FLOOR)
LIGHTING (2nd FLOOR)
C. O. (2nd FLOOR)
C. O. (ROOFDECK)
ACU WT (1 HP)
ACU WT (1 HP)
ACU WT (0.5 HP)
S P A R ES P A R E
M
TO NEAREST POSSIBLE LOCATIONFOR THE PROVISION OF GENERATOR
OR EMERGENCY POWER SUPPLYPROVIDE WITH CONNECTOR IN
PULLBOX/NEMA 3R AS REQUIRED
2-100mm² THW Cu Wire1-22mm² THW Cu Wire (Grounding)
in 65mm Ø RSC Pipe
2-100mm² THW Cu Wire1-22mm² THW Cu Wire (Grounding)in 65mm Ø RSC Pipe
SERVICE ENTRANCE3-WIRE, SINGLE PHASE
PANELBOARD 2
PROVIDE GROUNDING RODCOPPER CLAD STEEL ROD 16 mm Ø x 2400 mm
200A MTS, BREAKER TYPE
2-38mm² THW Cu Wire1-14mm² THW Cu Wire (Grounding)in 40mm Ø RSC Pipe
CT RATED METERCTR 5:200
2-38mm² THW Cu Wire1-14mm² THW Cu Wire (Grounding)
in 40mm Ø RSC Pipe
15 A, 1P 20 A, 1P
20 A, 1P 20 A, 1P
20 A, 1P 30 A, 1P
30 A, 1P 30 A, 1P
30 A, 1P 20 A, 1P
20 A, 1P 20 A, 1P
3
5
7
9
13
12
2
4
6
8
14
10
15 A, 1P 15 A, 1P
15 A, 1P 20 A, 1P
20 A, 1P 30 A, 1P
30 A, 1P 20 A, 1P
20 A, 1P 30 A, 1P
1
3
5
7
9
2
4
6
8
10 ACU WT (1.0 HP)
ACU WT (1.0 HP)
LIGHTING (1st FLOOR)
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
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4M
4M
4M
3.2
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1.9
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B
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ADMIN/LOG/
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MALE
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ca
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STEP DWN
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PLANTBOX
PLANT BOX
PL
AN
TB
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PL
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TB
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B
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3M 1M 1.2M 1M 1.8M
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4M
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2.8
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2.7
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1.5
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3M
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CONFERENCE RM
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87654321
OPNS
EVIDENCE
RM
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9
SLIDING
STEEL DOOR
DN
17 16 15 14 13 12 11 10
T&B
VARIFOLD
PARTITION
VARIFOLD
PARTITION
LA
DD
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RU
NG
LA
DD
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canopy ln.
ca
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no
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canopy ln.canopy ln.
3 421
A
B
C
12M
4M
8M
4M
4M
1.2
M1
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M
4M 4M
1.2M 1.2M
C O V E R E D
R O O F D E C K
2 3 4 5 6 7 81
9
1011121314151617
DN
ROOF LINE
ROO
F LI
NE
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
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
AutoCAD SHX Text
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5PB2
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PLANTBOX
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87654321
OPNS
EVIDENCE
RM
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ACCORDION
9
SLIDING
STEEL DOOR
DN
17 16 15 14 13 12 11 10
T&B
VARIFOLD
PARTITION
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DD
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C O V E R E D
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2 3 4 5 6 7 81
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1011121314151617
DN
ROOF LINE
ROO
F LI
NE
GROUND FLOOR POWER LAYOUT
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SECOND FLOOR POWER LAYOUT
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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
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