2 floor plan 3 roof plan a1 a2 - philippine national …€¦ · all design shall conform to...
TRANSCRIPT
9.50 9.50
0.50
1.00
6.00
6.00
6.00
6.00
6.00
16.00
0.50
1.00
1
2
3
4
5
6
32.00
RO
OF LIN
E
ROOF LINE
1 2
A L
C
B
SLO
PE
SLO
PE
3
9.50 9.50
19.00
33.00
FLOOR PLAN2A 1 scale 1:200 mts
ROOF PLAN3A 2 scale 1:200 mts
LEGEND
1
2
3
Concrete Floor Finish
(Basketball)
0.40 mm thk. x 1220 mm x L.S. Pre
Painted Rib Type Roofing
0.40 mm thk. x 8 ft Pre Painted G.I.
End Flashing
SHEET NO.
B
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE
1 2 3 4 5 6
1.50 6.00 6.00 6.00 6.00 6.00 1.50
3
1.70
5.90
0.4
04.
90
1
SEE STEEL STRUTGIRT DETAIL
NATURAL GRADE LINE
FINISH FLOOR LINE
1.80
7.60
4
2
C
NATURAL GRADE LINE
FINISH FLOOR LINE
1.80
1
0.40 mtr.
L
1.00
1.00
1.00
1.10
1.70
1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.15
8.00 1.15 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.821.500.20
0.95
19.00
16.00
SEE RIDGEPLATE DETAIL
SEE STEEL STRUTGIRT DETAIL
SEE BASEPLATE DETAIL
B B
SEE STEEL FACIADETAIL
1.03
1.06
1.06
0.5
4
1.16
0.5
01.0
01.0
01.0
0
2
3
C
L
1.150.96 0.96 0.96 0.96 0.96 0.96 0.96 0.82
0.95
B
SEE STEEL FACIADETAIL
1.03
mtr.
1.06
1.06
0.5
4
1.16
0.5
01.0
01.0
01.0
0
2
NATURAL GRADE LINE
FINISH FLOOR LINE
1.80
FRONT ELEVATION5A 2 scale 1:200 mts
SECTION6A 3 scale 1:200 mts
LEGEND
1
2
3
Concrete Floor Finish
(Basketball)
0.40 mm thk. x 1220 mm x L.S. Pre
Painted Rib Type Roofing
25 mm thk. Concrete Plaster
Finish
4 0.40 mm thk. x 8 ft Pre Painted G.I.
End Flashing
TYPICAL SIDE ELEVATION4A 1 scale 1:100 mts
SHEET NO.
C
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE
9.50 9.50
19.00
1
2
3
4
5
6
A
C
BL
F1 C1
8.00 8.0016.00
C
L
1.50 1.50
1.00
6.0
06.
00
6.0
06.
00
6.0
01.0
0
32.0
0
1
2
3
5
TRUSS
TRUSS
TRUSS
TRUSS
TRUSS
TRUSS
4
F1 C1
F1 C1 F1 C1
F1 C1 F1 C1
F1 C1 F1 C1
F1 C1 F1 C1
F1 C1 F1 C1
FOOTING DETAIL7A 1 scale 1:200 mts
ROOF FRAMING PLAN8A 2 scale 1:200 mts
LEGEND
1
2
3
Concrete Floor Finish
(Basketball)
16 mm dia. Tension Bars with
1-1.5 mm thk. x 50mm x 150 mm
Cee Purlins
W 4.0 mm thk. x 75 mm x 75 mm
Angle Steel Bar Cleats (Fully Weld)
42-12 mm dia. PRB Sag Rod
5Main Trusses (see detail)
Turn Buckle
Fully Weld
SHEET NO.
D
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE
SEE BASE PLATE DETAIL
EARTHFILL
FINISH COURT LINE
EARTHFILL
1.80
0.10
1.00
0.3
0
16 - 16 mm. dia. BEDBARSSPACED BOTHWAYS
4 - 16 mm. dia. VERTICAL BARS WITH10 mm. dia. TIES SPACED @ 3 - 0.05.3 - 0.10, 4 - 0.15, REST @ 0.20
PLAN SECTION
0.30
1.20
0.3
0
1.20
C
NATURAL GRADE LINE
FINISH FLOOR LINE
1.80
1
0.40 mtr.
L
1.00
1.00
1.00
1.10
1.70
1.041.04 mtr.
1.04 mtr.1.04
1.041.04
1.04 1.04 1.15
8.00 1.15 mtr.0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.821.50
0.20 mtr. 0.95
19.00
16.00
SEE RIDGEPLATE DETAIL
SEE STEEL STRUTGIRT DETAIL
SEE BASEPLATE DETAIL
SEE STEEL FACIADETAIL
1.03
mtr.
1.06
1.06
0.5
4 mt
r.
1.16
0.5
01.0
01.0
01.0
0 m
tr.
2
3
SEE F1-C1 DETAIL
0.3
0
0.10
0.20
0.30
12
14
13
11
12
0.30
14 1311
PLAN SECTION
10
9
0.50 0.50 0.50 0.50 0.50 0.50
0.3
5 mt
r.
0.49 0.98 0.98
0.98 0.98
0.630.63
0.630.63
5.90
9
100.4
0
0.98
0.25
0.10
FRONT ELEVATION
13
15
16
PLAN
13
16
15
13TC
BC
TC
BC
16
15
L
C
4 17
SIDE ELEVATION
TC
18
4
2 20 17
F1-CI DETAIL9S 1 scale 1:50 mts
STEEL STRUT GIRT DETAIL (6m SPAN)15S 7 scale 1:50 mts
LEGEND
W1
OCF
1 - 5.0 mm thk. x 38 mm x 38 mm
Angle Steel Bar (Web Member)
2 - 4.0 mm thk. x 50 mm x 50 mm
2 - 4.0 mm thk. x 50 mm x 50 mm
2 - 5.0 mm thk. x 38 mm x 38 mm
2 - 4.0 mm thk. x 50 mm x 50 mm
1Concrete Floor Finish
TRUSS DETAIL12S 4 scale 1:100 mts
BASE PLATE DETAIL10S 2 scale 1:20 mts
STEEL FACIA FRAME DETAIL11S 3 scale 1:50 mts
2
4
0.40 mm thk. x 1220 mm x L.S. Pre
Painted Rib Type Roofing
1 - 1.5 mm thk. x 50 mm x 150 mm
With 4.0 mm thk. x 75 mm x 75 mm
Angle Steel Bar Cleats (fully weld)
2 - 4.0 mm thk. x 38 mm x 38 mm
81 - 4.0 mm thk. x 38 mm x 38 mm
91 - 4.0 mm thk. x 25 mm x 25 mm
Angle Steel Bar Frame ( )
ICFAngle Steel Bar Frame ( )
TCAngle Steel Bar Frame ( )
BCAngle Steel Bar Frame ( )
(Basketball)
Cee Purlins
7Angle Steel Bar Frame ( )
Angle Steel Bar (Web Member)
Angle Steel Bar Frame
Sp. @ 0.50 m. O.C.
12 mm thk. x 300 mm x 300 mm
Steel Base Plate
with Nuts and Washer
1 - 4.0 mm thk. x 25 mm x 25 mm
4 - 16 mm dia. Anchor Bolt
Fully Weld
Poured Concrete
101 - 4.0 mm thk. x 25 mm x 25 mm
Angle Steel Bar (Vertical Web Member)
11
12
13
For Water Proofing14
10 mm thk. x 100 mm x 250 mm
Metal Ridge Plate
Long Machine Bolt with Nut and Washer
Fully Weld
22 mm dia. Hole with 2-20 mm dia. 60 mm
2 - 12 mm dia. PRB Sag Rod
4.0 mm thk. x 75 mm x 75 mm
15
16
17
18Angle Steel Bat Cleats Fully Weld
Welded
2 - 10 mm dia. x 100 mm DRB
Tekscrew
19
20
RIDGE PLATE DETAIL13S 5 scale 1:20 mts
PURLIN CONNECTION DETAIL14S 6 scale 1:10 mts
SHEET NO.
E
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE
GENERAL NOTESGENERAL
1. IN THE INTERPRETATION OF THESE DRAWINGS INDICATED DIMENSIONS SHALL GOVERN ALL DIMENSIONS,DISTANCES AND SIZES SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.
2. UNLESS OTHERWISE SPECIFIED ON PLANS, ALL DIMENSIONS ARE IN METERS.
DESIGN CRITERIA
1. DESIGN SPECIFICATIONALL DESIGN SHALL CONFORM TO NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (NSCP) FOR ALLBUILDINGS, TOWERS AND OTHER VERTICAL STRUCTURES, 4TH EDITION 1992, WHICH INCLUDES SEISMICDESIGN.
2. LOADINGS
a. LIVE LOAD b. DEAD LOAD c. WIND LOAD
1 ROOF = 0.96 kPa 1 CONCRETE = 24.0 kNm3 P = Ce Cq Qs 12 FLOOR = 4.80 kPa 2 STEEL = 76.93 kNm3 where:3 TOILET = 2.40 kPa 3 CHB = 2.73 kNm3 P = ACTUAL WIND PRESSURE4 STAIRS = 4.80 kPa 4 STEEL DECK = 0.08 kNm3 Ce = GUST FACTOR COEFF. = 0.67
5 CEILING = 0.38 kPA Cq = PRESSURE COEFF. = 0.30 INWARD6 TILES = 0.96 kPA 0.70 OUTWARD
d. SEISMIC LOADV=ZIC(W)
Rw
where:V = TOTAL BASE SHEAR C = NUMERICAL COEFF. DETERMINATIONZ = SEISMIC ZONE FACTOR = 0.40 C=1.25 S 2.75I = IMPORTANCE FACTOR = 1.25 T 2̂
3Rw = NUMERICAL COEFF. = 8.5 S = SITE COEFF. = 1.0W = TOTAL DEAD WEIGHT OF BLDG T = FUNDAMENTAL PERIOD OF VIBRATION
MATERIALS1. CONCRETE
UNLESS INDICATED OTHERWISE ON PLANS, THE CONCRETE CLASS AND STRENGTH SHALL BE AS FOLLOWS:
2. REINFORCING STEEL
(a.) REINFORCING STEEL SHALL CONFORM TO AASHTO M31 (ASTMA615), GRADE 40, DEFORMED WITHMINIMUM YIELD STRENGTH, fy=276 MPa (40,000 PSI) FOR BARS 16 MM dia. OR SMALLER AND GRADE 60 WITHMINIMUM YIELD STRENGTH, fy=414 MPs (60,000 PSI) FOR LARGER THAN 16 mm dia.
(b). REINFORCING STEEL SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCES WHICH WILL WEAKEN THEBOND WITH CONCRETE.
3. STRUCTURAL STEEL BOLTS AND WELDS
STRUCTURAL MEMBER
FOOTINGS AND TIE BEAMS
SLABS ON FILL AND PARTITIONSPRE CAST PRE-STRESSED COLUMNSBEAMS AND SLABS
CLASS
A
26-DAY CYLINDERSTRENGTH
MPs PSI
20.70 3000
17.26 2500
34.47 5000
MATERIAL
TRUSSES, PURLINS, PLATES, BRACINGS,ETC
BOLTS
SPECIFICATION
ASTM A-36fy=248 MPa
WELDS
ASTM A-307fy=69 MPa; fst=96.60 MPaE = 60xx ELECTRODESfV = 94 MPa
CONSTRUCTION
CONSTRUCTION SPECIFICATION: 1995 DPWH STANDARD SPECIFICATION FOR PUBLIC WORKSSTRUCTURES (VOL. II AND VOL. III)
1. SETTING OUT
THE SETTING OUT AND THE ELEVATIONS OF THE DIFFERENT COMPONENTS OF THE STRUCTURESHALL BE APPROVED BY THE ENGINEER PRIOR TO THE START OF ANY CONSTRUCTION WORK.
2. REINFORCED CONCRETE
a. CONCRETE MIX AND PLACING
1. DESIGN OF CONCRETE MIX SHALL MEET THE DESIGN CONCRETE STRENGTH GIVENUNDER ITEM 1 OF MATERIALS2. CONCRETE SHALL BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCE WITH THESPECIFICATIONS.3. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL PLACING SEQUENCESFOR ALL CONCRETING WORK.
b. BAR BENDING, SPLICING AND PLACING
1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL OF SHOP DRAWINGSINDICATING THE BENDING, CUTTING, SPLICING AND INSTALLATION OF ALL REINFORCEMENTBARS.2. BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELDBENT UNLESS PERMITTED BY THE ENGINEER.3. BAR SPLICING NOT INDICATED ON DRAWINGS SHALL BE SUBJECT TO THE APPROVAL OFTHE ENGINEER.4. WELDED SPLICES, IF APPROVED BY THE ENGINEER SHALL DEVELOP IN TENSION AT LEAST 125OF THE SPECIFIED YIELD STRENGTH OF BARS.5. NOT MORE THAN 50 OF THE BARS AT ANY ONE SECTION SHALL BE SPLICED.6. UNLESS OTHERWISE SHOWN ON DRAWINGS, THE CLEAR DISTANCE BETWEEN PARALLEL BARSIN A LAYER SHALL NOT BE LESS THAN 1.5 TIMES THE NOMINAL DIAMETER OF THE BAR NOR LESSTHAN 1.5 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE. THE CLEAR DISTANCE BETWEENLAYERS SHALL NOT BE LESS THAN 25mm NOR ONE BAR DIAMETER. THE BAR IN THE UPPERLAYER SHALL BE PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER.7. CRANKED SPLICES
8. HOOKS AND BENDSDIMENSIONS OF 90 deg AND 180 deg HOOKS
PIN DIAMETER: D=6d FOR dia. 10 THRU dia. 25 D=8d FOR dia. 28, dia. 32 and dia. 36
c. CONCRETE COVER TO REINFORCEMENT
MINIMUM CONCRETE COVER TO REINFORCEMENT SHALL BE 75 mm UNLESS SHOWN OTHERWISEON DRAWINGS
d. CONSTRUCTION JOINT
1. THE POSITION AND FORM OF ANY CONSTRUCTION JOINTS SHALL BE AS SHOWN ONDRAWINGS OR AS AGREED WITH THE ENGINEER
2. THE INTERFACE BETWEEN THE FIRST AND SECOND POUR OF CONCRETE SHALL BE WITHAN AMPLITUDE OF 6mm MINIMUM.
LAP
MIN =MAX = SLOPE 1:6 MAX
12d
d
D
90 deg HOOK4d OR
d
D
180 deg HOOK 63mm MIN
e. FALSEWORK
ALL FALSEWORKS SHALL BE DESIGNED BY THE CONTRACTOR SUBJECT TO THE APPROVALBY THE ENGINEER. THE FALSEWORK SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER.
f. FORMWORKS
FORMWORKS SHALL BE CONSTRUCTED SUCH THAT IT WILL NOT YIELD UNDER THE LOAD ANDSHALL BE AS TO AVOID THE FORMATION OF FINE.
3. STRUCTURAL STEEL
a. IN ACTUAL FABRICATION OF STEEL TRUSSES, MEMBERS MEETING AT A POINT SHALL HAVE THEIRGRAVITY AXIS INTERSECT AS NEARLY AS PRACTICABLE AT A COMMON POINT.
b. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACINGS AND SHORING, ANDMAKE ACTUAL MEASUREMENTS IN THE FIELD PRIOR TO FABRICATIONINSTALLATIONOF ALL TRUSSES.
c. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL STRUCTURALSTEEL WORKS. THESE SHOP DRAWINGS SHALL BE APPROVED BY THE CHIEF, RPMU 11, BEFORE ANY FABRICATION COMMENCES.
4. PRE CAST PRE-STRESSED MEMBERS (COLUMNS, BEAMS AND SLABS)
a. THE CONTRACTOR SHALL SUBMIT DESIGN COMPUTATIONS AND SHOP DRAWINGS FOR ALLPRE CASTPRE-STRESSED MEMBERS. DULY SIGNED AND SEALED BY A STRUCTURAL ENGINEERBEFORE ANY FABRICATION, ERECTION AND INSTALLATION COMMENCES. THESE SHOPDRAWINGS SHALL BE APPROVED BY THE CHIEF, RPMU 11.
SHEET NO.
F
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE
CKT. 1
CKT. 2
CKT. 4
CKT. 5
CKT. 3
ELECTRICAL PLAN16E 1 scale 1:100 mts
SHEET NO.
G
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE
2- 8 MM2 THHN COPPER WIRE + 1- 5.5 MM2 THHNTHW WIRE ( G ) IN 25 MM DIA RSC PIPE 60 MAIN CB,2P, 60 HERTZ, 240 V IN 6 BRANCHES PANELBOARD, BOLT- ON TYPEIt = 1640(.80)+6840230=35.44 Amp USE :
S C H E D U L E O F L O A D S
SWITCHESS3
PNL- 1
1
32
54
244
S2S1CONVENIENCE LIGHTING
NUMBER OF
3
SIZE OF WIRE & CONDUITSAMPERE
0.86200
7.936.26
18241440
VOLT-AMP
S3w230 V
VOLTS
30 A, 2P30 A, 2P20 A, 2P15 A, 2P
CIRCUIT BREAKER
30 A, 2P
LED FLOOD LIGHT
LOAD DESCRIPTIONCKT. NO
CONVENIENCE OUTLETMETAL HALIDE LAMP
41824182418241824
7.937.937.93
TOTAL
3.5MM2 THHN WIRE15MM DIA PVC PIPE
3.5MM2 THHN WIRE15MM DIA PVC PIPE
3.5MM2 THHN WIRE15MM DIA PVC PIPE3.5MM2 THHN WIRE15MM DIA PVC PIPE
3.5MM2 THHN WIRE15MM DIA PVC PIPE
21 2 8480230 V 36.85
SINGLE-LINE RISER DIAGRAM
1
35
LIGHTING 24
6
15 A 30A30 A
60 A MAIN C.B.
M 2- 8.0 MM2 THHNTHWN CU. WIRE &1- 5.5 MM2 THHNTHWN CU. WIRE (GROUNDING)
3-WIRE, SINGLE PHASE
IN 25 MM DIA. RSC PIPE
SERVICE ENTRANCE
30 A30 A 30A
METAL HALIDE LAMP
METAL HALIDE LAMP METAL HALIDE LAMPHIGH BAY FITTING METAL HALIDEMETAL HALIDE LAMP
GENERAL NOTES & SPECIFICATION
AUTHORITIES CONCERNED IN THE ENFORCEMENT OF RULES AND REGULATION OF ALL LOCAL AND NATIONAL
OF THE PHILIPPINE ELECTRICAL CODE (PEC), THE
1. ALL ELECTRICAL WORKS HEREIN SHALL BE DONE IN
REQUIREMENTS OF THE MANILA ELECTRIC COMPANY, THE
STRICT CONFORMITY WITH THE LATEST APPROVED EDITION
2. THE SUPPLY TO THE BUILDING SHALL BE SINGLE PHASE
SUPPORTS AND FITTINGS.
AGENCY FOR EVERY INTENDED LOCATION AND PURPOSES.NEW AND OF THE APPROVED TYPE BY THE PHIL. STANDARD
4. ALL MATERIALS AND EQUIPMENT TO BE USED SHALL BE
POLYVINYL CHLORIDE (PVC) SCHED. 40 WITH PROPER BOXESAND FOR POWER AND LIGHTING LAYOUT SHALL BE DONE IN FEEDER LINE SHALL BE DONE IN RIGID STEEL CONDUIT (RSC),3. NATURE OF WORKS FOR SERVICE ENTRANCE AND MAIN
3-WIRE, 240VOLTS AND 60HZ.
ELECTRICAL LAWS.
5. SMALLEST SIZE OF WIRE AND CONDUIT DIAMETER TO BE
8. MOUNTING HEIGHTS SHALL BE AS FOLLOWS:
LIGHT SWITCHES - 1.40M ON CENTER TO FIN. GRD. FLR. LN.DUPLEX CONV. OUTLET - 0.30M.O.C. TO FIN. GRD. FLR. LN.PANEL BOARD - 1.50M.O.C. TO FIN. GRD. FLR. LN.
USED UNLESS SPECIFIED IN THE PLAN SHALL SHALL BE
3.5MMSQ. (NO. 12 AWG) AND 15 MMØ (1/2"Ø) ELECTRICAL
6. WIRES AND CABLES TO BE USED SHALL BE PURE COPPER WITH 600VOLTS HEAT RESISTANT THERMOPLASTIC WITH NYLON
STANDARD SIZE RESPECTIVELY.
TYPE "THHN"" THW " OR APPROVED EQUAL.
AND SHALL BE UNDER THE DIRECT SUPERVISION FROM A DULY
LICENSED, REGISTERED ANDOR PROFESSIONAL ELECTRICAL ENGR.
7. ALL WORKS HEREIN SHALL BE DONE IN WORKMAN-LIKE-MANNER
LIGHTINGPOWER PANEL BOARD
CIRCUIT HOMERUN, IND. CKT. NO.
HIGH BAY FITTINGS METAL HALIDE
METAL HALIDE
DUPLEX CONV. OUTLET
CEPALCO METERM
1LPPP
LEGEND:
LED LAMP 9W
LED FLOOD LIGHT4
2
3LED FLOOD LIGHT 2
SHEET NO.
H
PREPARED BY:
POLICE SENIOR INSPECTOR
DEP. CHIEF, RPMU 11
PHILIP LAWRENCE S ABAPO III ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
MARIA DEOVINA G SEVILLANO
POLICE CHIEF INSPECTOR
POLICE SENIOR SUPERINTENDENT
MANUEL G FABROS
APPROVED BY:RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
ACTING CHIEF, RPMU 11
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE CHIEF SUPERINTENDENT
ACTING DIRECTOR, ENGINEERING SERVICE
ANTONIO A TAYLAN, JR
SUBMITTED BY:
HONORIO R AGNILA
POLICE SUPERINTENDENT
ACTING CHIEF, ID, ES
PROJECT TITLE:
LOCATION:
Republic of the Philippines
NATIONAL POLICE COMMISSION
PHILIPPINE NATIONAL POLICE
Camp Quintin M Merecido, Davao City
Kidalapong, Malita, Davao Occidental
PROPOSED COVERED COURT
ENGINEERING SERVICE
REGIONAL PROJECT MANAGEMENT UNIT 11
DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE