mpb court plan

FLORENCIA G. CORDOVA

CHIEF, PLANNING & DESIGN SECTION

BENCIO A AGUZAR

SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:CHECKED BY:

HERMINIO C. SIMBOL

ARCHITECT ??

RODRIGO M. SUMANGA

ENGINEER ??

DESIGNED BY:

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYSREGION IV-A

BATANGAS ? DISTRICT ENGINEERING OFFICE

OFFICE OF THE DISTRICT ENGINEERBATANGAS CITY

JULIANA D. VERGARA

Officer - in - ChargeOIC - ASSISTANT DISTRICT ENGINEER

CONSTRUCTION AND REHABILITATION OFMULTI-PURPOSE BUILDING / STRUCTURE

(COVERED COURT)BRGY. SAMBAT, BALAYAN, BATANGAS

1 6

PROJECT NAME/ LOCATION: SHEET CONTENT:

CHECKED BY:

ARCHITECT II

SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: SET NO. SHEET NO.





BATANGAS I DISTRICT ENGINEERING OFFICE


HERMINIO C. SIMBOL

Officer - in - Charge

JULIANA D. VERGARA

DESIGNED BY:

ELEVATIONSITE DEVELOPMENT PLANLOCATION MAPVICINITY MAP

BENCIO A. AGUZAROIC - ASSISTANT DISTRICT ENGINEER

DRAWN BY: J.I.M. DIO

P E R S P E C T I V ENTS

AA-1

A-1

L O C A T I O N M A PNTS

CA-1

S I T E D E V E L O P M E N T P L A NNTS

BA-1

V I C I N I T Y M A PNTS

DA-1

TO BALAY

AN

TO CALAT

AGAN /

LIAN ROA

D

BALIBAG

O / BALAY

AN ROAD

34.00

26.00

34.00

5.00

26.00

6.04

12.79

13.79

4

1 1

2

3

45

2

3

LOT 2289

- B ( A -

884 m )

LOT 2289

- A ( A -

179 m )

N

CONSTRUCTION ANDREHABILITATION OF MULTI-PURPOSE

BUILDING / STRUCTURE(COVERED COURT)

BRGY. SAMBAT, BALAYAN, BATANGAS

TO C

ALAT

AGAN?

TO TUY?

?TO BALAYAN TOWN PROPER

SCHOOL

?TO

BA

TAN

GA

S C

ITY

PA

LIC

O -

BA

LAY

AN

-BA

TANG

AS

CITY R

OAD

BA

LAY

AN

- B

ALI

BA

GO

RO

AD

SAMBATELEM.

SCHOOL(COVERED COURT) BRGY.SAMBAT, BALAYAN, BATANGAS

(COVERED COURT) BRGY.SAMBAT, BALAYAN, BATANGAS

4.00

PROPOS

E COVER

ED COUR

T

EXISTING

BUILDING

VIVIAN VIENNA B. CASTILLOENGINEER II

A-22 6

PROJECT NAME/ LOCATION: SHEET CONTENTS:

CHECKED BY:

ARCHITECT II








HERMINIO C. SIMBOL


JULIANA D. VERGARA

DESIGNED BY:

F L O O R P L A NSCALE 1:50 M.

AA-2

FLOOR PLANFRONT ELEVATIONREAR ELEVATIONRIGHT SIDE ELEVATIONLEFT SIDE ELEVATION

BENCIO A. AGUZAR

OIC - ASSISTANT DISTRICT ENGINEER

RIGHT SIDE ELEVATIONSCALE 1:100 M.

C

FRONT ELEVATIONSCALE 1:100 M.

B

A-2

A-2





REAR ELEVATIONSCALE 1:100 M.

BA-2

LEFT SIDE ELEVATIONSCALE 1:100 M.

CA-2


MULTI - PURPOSE BUILDING STRUCTUREBASKETBALL COURT PAVEMENT

1.00 1.00

EXISTING

16.70M

UPLINE OF ROOF EAVES ABOVE

1.00

6.00

6.00

6.00

6.00

5.85

1.00

29.8

5 M

.

LI

NE

O

F

RO

OF

E

AV

ES

A

BO

VE

LI

NE

O

F

RO

OF

E

AV

ES

A

BO

VE

L I N E O F R O O F E A V E S A B O V E

EX

IST

ING

BU

ILD

ING

2.00

2.00

0.50

0.50

4.00

1.00

4.00VERIFY

1.00

POWERHOUSE

FINISH FLOOR LEVEL

NATURAL GRADE LINE

0.30

6.00

2.00

8.00

M.

16.701.00 1.00

0.60 4

.34

8.358.35

0.95 0.95 0.95 0.95 0.95 0.95 0.950.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

0.87

0.87

0.87

0.87

0.87

0.950.950.950.950.950.950.95 0.950.950.950.950.950.950.950.950.95

1.47

3.36

16.701.00 1.008.358.35

.30

6.00

2.00

6.006.006.006.00 1.001.00

.86

2.40

0.80

0.80

0.80

5.85

1.001.00

1.001.001.001.00

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00

1.000.85

????????????????????

W/ STD. TURN BUCKLE

G.A. # 26 PREPAINTEDG,I, LONG SPAN

COLOR ROOF

2 - 6mm x 63mm x 63mmANGLE BARS COLUMN

FINISH FLOOR LEVEL

NATURAL GRADE LINE

TOP LEVEL OF PEDESTAL

3.36

2.64

3.00

2.75

.30

6.00

2.00

6.00 6.00 6.00 6.001.00 1.00

.86

2.40

0.80

0.80

0.80

5.85

1.00 1.00

1.001.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85????????????????????

W/ STD. TURN BUCKLE

G.A. # 26 PREPAINTEDG,I, LONG SPANCOLOR ROOF


FINISH FLOOR LEVEL

NATURAL GRADE LINE

TOP LEVEL OF PEDESTAL

3.00

2.75

F

S-13 6


CHECKED BY:

ARCHITECT II








HERMINIO C. SIMBOL


JULIANA D. VERGARA

DESIGNED BY:FRONT ELEVATIONRIGHT SIDE ELEVATIONSCHEDULE OF DOOR & WINDOWFOUNDATION PLANROOF FRAMING PLANWALL FOOTING PLANSECTION PLANROOF BEAM DETAILCOLUMN DETAIL

BENCIO A. AGUZAR

OIC - ASSISTANT DISTRICT ENGINEERDRAWN BY: J.I.M. DIO

FRONT ELEVATIONAA-2

RIGHT SIDE ELEVATIONSCALE 1:50 M.

BP-1SCALE 1:50 M.

ROOF BEAM DETAILHA-2 SCALE 1:20 M.

COLUMN DETA ILIA-2 SCALE 1:20 M.

ROOF FRAMING PLANEA-2 SCALE 1 :50 M .

SCHEDULE OF DOOR & WINDOWCA-2 S C A L E 1 : 5 0 M .

WALL FOOTING PLANFA-2 SCALE 1:20 M.

S E C T I O N P L A NGA-2 SCALE 1:50 M.

FOUNDATION PLANDA-2 SCALE 1:50 M.




ITEM NO. D E S C R I P T I O N U N I T

SUMMARY OF QUANTITIES

Qty.

SPL-1

SPL-2

SPL-3

1014 Prepainted Metal Sheet

Steel Works(Column and Trusses)

Parapet Wall

Plumbing Works

set

345.80

3.00

243.11

ALL

bays

SPL-4

SPL-5

SPL-6

SPL-7

SPL-8

SPL-9

SPL-10

Electrical Works

Electrical Room(Power House)

Fiberglass Board w/ Flexible Ring

Mobilization/Demobilization

Main Scoreboard

Project Billboard

Construction Safety & Health Program

sq.m.

sq.m.

L.S.

L.S.

sq.m.

mo.

set

pcs.

L.S.

ALL

4.00

2.00

3.00

1.00

2.00

ALL


2.70

2.30

.15

.40 2.00

.90

F

2.30

.90

.15

3.00

W1 D

1

.80

.80

.20

.80

??????????????????????

?????????????????

@ .15M.O.C

.80

ON FILL

NGL

ON FILL

.20

.15

.20

.20

.40

?????????????????????

BOTH WAYS

?????????????????????

BOTH WAYS

??????????????????????

?????????????????

@ .15M.O.C

STP-1

STP-1

2.00

2.00

.50

.50

2.00

3.00

C1/F1

C1/F1

C1/F1

C1/F1

.40

.20

0.127

????????????????????

???????????????

?????????????????????????

HORIZONTAL BARS @ 3RD LAYER????????????????????????

BARS @ .60M.O.C

FFL

.40

ON FILLON FILL

.15

.20

L

?????????????????

????????????????????

????????????????????????

@.15M.O.C

RB RB

RB

RB

RB

5" thk. CHBFIREWALL

F

.80

2.10

.60

1.20

.90

1 (SET)

CLEAR GLASS ON STEELAWNING TYPE WINDOW

W1

1 (SET)

D1

METAL DOOR W/ 2"x5"METAL DOOR JAMB

2.70

2.30

.90

GA. 26 PREPAINTED LONG SPANRIB TYPE ON 2" x 6" C PURLINS

2" X 12"FASCIA BOARD

2" x 2" WEB MEMBERS

.30

5" thk. CHBFIREWALL

GA.24 FLASHING

.30

S-24 6


CHECKED BY:

ARCHITECT II








HERMINIO C. SIMBOL


JULIANA D. VERGARA

DESIGNED BY:ROOF FRAMING PLANSCHEMATIC TRUSS DIAGRAMSECTION DETAILEDCENTER STRUT DETAILSIDE STRUT DETAILSECTION DETAIL C/S-1SECTION DETAIL F/S-1SECTION DETAIL G/S-1

BENCIO A. AGUZAR

OIC - ASSISTANT DISTRICT ENGINEER

S E C T I O N D E T A I L E DS C A L E 1 : 2 0 M .

GS-2


FS-2

SC H E M A T I C T R U S S D I A G R A MS C A L E 1 : 1 0 0 M .

BS-2


CS-2

C E N T E R S T R U T D E T A I LDS-2


R O O F F R A M I N G P L A NS C A L E 1 : 5 0 M .

AS-2

S I D E S T R U T D E T A I LS C A L E 1 : 2 0 M .

ES-2



BRGY. SAMBAT, BALAYAN, BATANGAS VIVIAN VIENNA B. CASTILLOENGINEER II

S C A L E 1 : 2 0 M .

6.00

.30

.25 .25 .25

2 - 50mm X 50mm X 5mmANGULAR BARS(WEB MEMBERS)

0.30

7 E

QU

AL

PA

RTS

@.8

6M =

6.0

0M2.

00

8.00

M.

16.70 1.00

0.84 0.84 0.84

SEE DETAIL FS-1

SEE DETAIL CS-1

SEE DETAIL GS-1

1.20

3.85

3.00

2.75

.30

.30

2" x 6 C PURLINSSPACED @ 1.00 M.O.C

2" x 2" 316"ANGLE CLEATS

G.A 26 PRE-PAINTED LONGSPAN G.I ROOF SHEETS??????????????

G.A. 26 PRE-PAINTED GUTTER ON2 PCS 2"x4" C-PURLINS FASCIA BOARD

?????????????????

.30

.86

1.00

.30

38'' THK. X 4'' WIDE STEEL PLATECENTER JOINT SUPPORT (FULLY WELDED)

2 - 6mm X 63mm X 63mmBOTTOM & TOP CHORD2 - 5mm X 63mm 63mm

WEB MEMBERS

????????????????????????

W/ NUT & WASHERS

.30 .30

.30

.30 1

4" THK. x 5" WIDESTEEL PLATEFULLY WELD


1.00

29.8

5

??????????????

??????????????????????

???????????????????

TURN BUCKLE

2" x 6" x 15mm C - PURLINSSPACED @ 1.00 M.

6.00

6.00

5.85

6.00

6.00

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

T-1

T-1

T-1

T-1

T-1

1.00

1.00

G.A. 26 PRE-PAINTED GUTTER

EXISTING

16.701.00 1.00

RB

RB

RB

2 - 50mm X 50mm X 5mmANGULAR BARS(WEB MEMBERS)

.60

6.00

.50 .50

E-15 6


CHECKED BY:







OFFICE OF THE DISTRICT ENGINEERBATANGAS CITY GINA B. GUINTO


JULIANA D. VERGARA

DESIGNED BY:

ELECTRICAL LAYOUTRISER DIAGRAMLEGENDGENERAL NOTESLOADS & COMPUTATION BENCIO A. AGUZAR


GENERAL NOTES (ELECTRICAL)

1. THE ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC). THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY. THE ELECTRICAL WORKS SHALL BE UNDER IMMEDIATE SUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER.

2. THE ELECTRICAL SERVICE POWER IS 1-PHASE , 2-WIRE 230 V AC, 60 Hz.

3. WIRING METHOD SHALL BE AS FOLLOW: a. FEEDERS AND RISERS - INTERMEDIATE METALLIC CONDUIT

b. LIGHTING, POWER RECEPTACLE - POLYVINYL CHLORIDE CONDUIT

4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE "THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM SIZE OF THE WIRE FOR POWER AND LIGHTING CIRCUIT HOME RUN SHALL BE????????????????????????????????????????????????????????????????????

15mm TRADE/NOMINAL SIZE.

5. ALL OUTLET BOXES SHALL BE GALVANIZED GAUGE NO. 16 DEEP TYPE WITH FACTORY KNOCKOUTS.

6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED TYPE FOR THE PARTICULAR LOCATION AND PURPOSE OF USAGE.

7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODE REQUIREMENTS.

8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE AS FOLLOW:

a. LIGHT SWITCH - 1.20 m. ABOVE FINISH FLOOR

b. CONVENIENCE OUTLET - 0.30 m. ABOVE FINISH FLOOR

c. PANEL BOARD - 1.50 m. ABOVE FINISH FLOOR

2

4

1

3

SERVICE ENTRANCE??????????????????????????????????

??????????????????????

TYPE "F" CONDUIT

LIGHTING OUTLET(LEFT WING)

5

LIGHTING OUTLET(RIGHT WING)

CEE OUTLET(LEFT LOWER WING)

CEE OUTLET(LEFT UPPER WING)

E L E C T R I C A L L A Y O U TS C A L E 1 : 1 0 0 M .E-1

A

INCANDESCENT BULB

S1

SW

SINGLE POLE SWITCH

ELECTRICAL LEGEND250W METAL HALLIDE HIGH BAYLUMINAIRE

WEATHER-PROOF,FLUSHED MOUNTEDSWITCH

PANEL BOARD

16 AMP. 2P + E, CEEOUTLET

6CEE OUTLET(RIGHT LOWER WING)CEE OUTLET

(RIGHT UPPER WING)

7 8SPARE SPARE

MCB 90AT

20AT

30AT 30AT

30AT 30AT

20AT

UNDERGROUND OR UNDERFLOOR CONDUIT

CONCEALED OR EMBEDDEDCONDUIT RUN



BRGY. SAMBAT, BALAYAN, BATANGASENGINEER II

LOADS & COMPUTATIONS

CKT DESCRIPTION

NO. OF OUTLET

VOLTS WATTSAMPERE

PERCIRCUIT

AMPEREPROTECT

SIZE OFWIRE

1

23

4

CEE @16 Amp.

LIGHTING @ 250W/ OUTLET

LO SW

220

220

1750 7.95 20 ???????????

NOTE: VOLTAGE = 220V AC MAIN CB = 90 Amp.

220

16

20

?????????????????220 30

7 1

1

1 16 ?????????????????

5

6

7 1 1750 ???????????

30

REMARKS

??????????????????????

ROYAL CORD

??????????????????????

ROYAL CORD

??????????????????????

ROYAL CORD

?????????????????????

ROYAL CORD

SPARE

7

8

SPARE

LIGHTING OUTLET (LEFT WING)

LIGHTING OUTLET (RIGHT WING)

CEE OUTLET (LEFT LOWER WING)

CEE OUTLET (LEFT UPPER WING)

CEE OUTLET (RIGHT LOWER WING)

CEE OUTLET (RIGHT UPPER WING)

1

1

7.95

220

16220

16

30

30

?????????????????

?????????????????

?????????????????????

ROYAL CORD

?????????????????????

ROYAL CORD

R I S E R D I A G R A MN T SE-1

B

ARCHITECT IIHERMINIO C. SIMBOL

1.00 1.0016.70M

1.00

6.00

6.00

6.00

5.85

6.00

1.00

29.8

5 M

.

Ckt#5 16 Amp.CEE

Ckt#6 16 Amp.CEE

Ckt#3 16 Amp.CEE

Ckt#4 16 Amp.CEE

1

2

2.00

2.00

0.50

0.50

1.00

SW1 (WEATHER-PROOF,FLUSHED MOUNTED)

SW2 (WEATHER-PROOF,FLUSHED MOUNTED)

S1 LO-Ckt#1

HO

ME

RU

N C

AB

LEB

UR

IED

IN P

VC

PIP

E

PLUMBING LAYOUT PLANSCALE 1:100 M.

AP-1

I S O M E T R I C V I E WSCALE 1:100 M.

CP-1

GENERAL NOTES (PLUMBING)

1. GRADES OF HORIZONTAL PIPINGS RUN ALL HORIZONTAL PIPING IN PERFECT ALIGNMENT AND AT A FORM GRADE NOT LESS THAN TWO PERCENT (2%)

2. CHANGE IN DIRECTION??????????????????????????????????????????????????????????????????????????????????????????????

WYES, LONG SWEEP QUARTER BEND, SIXTH - EIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF FLOW IS FROM HORIZONTAL TO VERTICAL A SINGLE 18 BEND COMBINATION MAYBE USED ON VERTICAL STACK AND SHORT QUARTER BENDS MAYBE USED ON WASTE LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES.

3. PROHIBITED FITTINGS NO DOUBLE HUB OR TEE BRANCH SHALL BE USED ON HORIZONTAL SOIL AND WASTE LINES, THE DRILLINGS AND TAPPING OF HOUSE DRAIN, WASTE OR VENT PIPES OF SADDLE HUB AND BEND PROHIBITED.

4. PIPE CLEAN - OUTS CLEAN - OUTS ARE REQUIRED UNDER FOLLOWING CONDITIONS: a) EVERY CHANGE OF HORIZONTAL DIRECTION EXCEEDING TWENTY TWO AND ONE HALF (22 12) b) ONE AND ONE-HALF METERS (1.50m.) INSIDE THE PROPERTY LINES BEFORE THE HOUSE DRAINAGE CONNECTION. c) EVERY FIFTEEN METERS (15.00m) IN HORIZONTAL RUN OF PIPES d) AT THE END OF ANY HORIZONTAL PIPE LINES.

5. THE DIGESTION CHAMBER OF SEPTIC VAULT MUST BE WATERPROOFED.

6. NOT LESS THAN 0.30 METER OF AIR SPACE MUST BE LEFT BETWEEN THE TOP OF THE SEWAGE AND THE UNDER PART OF VAULT ROOF SLAB.

7. NO SEPTIC VAULT SHALL BE CONSTRUCTED UNDER THE BUILDING.

8. ALL PLUMBING WORKS SHALL BE UNDER THE SUPERVISION OF A LICENSED MASTER PLUMBING AND LICENSED PLUMBING CONTRACTOR.

P-16 6


CHECKED BY:

ARCHITECT II








HERMINIO C. SIMBOL


JULIANA D. VERGARA

DESIGNED BY:

PLUMBING LAYOUT PLANCATCH BASINISOMETRIC VIEWPLUMBING LEGENDGENERAL NOTES

BENCIO A. AGUZAR


C A T C H B A S I NSCALE 1:100 M.

BP-1

PLUMBING LEGEND:

CB - CATCH BASINDS - DOWNSPOUTSD - STORM DRAINAGE



BRGY. SAMBAT, BALAYAN, BATANGAS VIVIAN VIENNA B. CASTILLOENGINEER II

MULTI - PURPOSE BUILDING STRUCTUREBASKETBALL COURT PAVEMENT

EXISTING

16.70M

UP

6.00

6.00

6.00

6.00

5.85

29.8

5 M

.

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

TO STREETDRAINAGE

CB

CB

POWERHOUSE

0.10 0.100.60

0.10

0.40

0.10

0.60

0.10

VA

R.

0.10

??????????

?????????

??????????

??????????????????????????????????????

.40

PLAN SECTION

mpb court plan

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