2 FLOOR PLAN 3 ROOF PLAN A1 A2 - Philippine National …€¦ · all design shall conform to national structural code of the philippines (nscp) for all buildings, ... z = seismic

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

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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:


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 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


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


(Basketball)



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:


DEP. CHIEF, RPMU 11



CHECKED BY:




MANUEL G FABROS








SUBMITTED BY:

HONORIO R AGNILA



PROJECT TITLE:

LOCATION:







ENGINEERING SERVICE



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


(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:


DEP. CHIEF, RPMU 11



CHECKED BY:




MANUEL G FABROS








SUBMITTED BY:

HONORIO R AGNILA



PROJECT TITLE:

LOCATION:







ENGINEERING SERVICE



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 BASEPLATE DETAIL


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



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:


DEP. CHIEF, RPMU 11



CHECKED BY:




MANUEL G FABROS








SUBMITTED BY:

HONORIO R AGNILA



PROJECT TITLE:

LOCATION:







ENGINEERING SERVICE



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:


DEP. CHIEF, RPMU 11



CHECKED BY:




MANUEL G FABROS








SUBMITTED BY:

HONORIO R AGNILA



PROJECT TITLE:

LOCATION:







ENGINEERING SERVICE



CKT. 1

CKT. 2

CKT. 4

CKT. 5

CKT. 3

ELECTRICAL PLAN16E 1 scale 1:100 mts

SHEET NO.

G

PREPARED BY:


DEP. CHIEF, RPMU 11



CHECKED BY:




MANUEL G FABROS








SUBMITTED BY:

HONORIO R AGNILA



PROJECT TITLE:

LOCATION:







ENGINEERING SERVICE



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 PIPE3.5MM2 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:


DEP. CHIEF, RPMU 11



CHECKED BY:




MANUEL G FABROS








SUBMITTED BY:

HONORIO R AGNILA



PROJECT TITLE:

LOCATION:







ENGINEERING SERVICE



AutoCAD SHX Text

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AutoCAD SHX Text

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2 FLOOR PLAN 3 ROOF PLAN A1 A2 - Philippine National …€¦ · all design shall conform to national structural code of the philippines (nscp) for all buildings, ... z = seismic