PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

PAR

TM

ENT OFED

UC

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MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

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TABLE OF CONTENTS

01-002

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PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

GN

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OF

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OM

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

PAR

TM

ENT OFED

UC

AT

IO

N

MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

K

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MCMXCIX

AG,

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SCALE:

1

A-1

PERSPECTIVE VIEW

NTS

A-1

A-2

A-3

S-2

S-1

E-1 ELECTRICAL LAYOUT PLAN, RISER

DIAGRAM, LOAD SCHEDULE, GEN.NOTES

PERSPECTIVE VIEW, TABLE OFCONTENTS

ELEVATIONS TYPICAL

CONNECTION DETAIL

FOUNDATION PLAN, ROOF

FRAMING PLAN FOOTING DETAIL,

COLUMN DETAIL, WF-1, RAMPDETAIL

FLOOR PLAN, ELEVATIONS, ROOF

PLAN SECTIONS, REFLECTEDCEILING PLAN

SCHEDULE OF DOOR & WINDOWS,

BAY SECTION, DETAIL SECTION,

LOUVER BLOCK VENT., RAMPDETAIL

A-1

3PERSPECTIVE VIEW

TABLE OF CONTENTS

SANITARY

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

ENGINEER/BUILDING OFFICIAL

OFFICE OF THE CITY/MUNICIPAL

REPUBLIC OF THE PHILIPPINES

MECHANICAL

ELECTRICAL

SANITARY

STRUCTURAL

ARCHITECTURAL

LAND USE & ZONING

LINE & GRADE

DISTRICT/CITY/MUNICIPALITY

PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

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ICof the PH

I LI P

PINES

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ENT OFED

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REPUBLIC OF THE PHILIPPINES

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PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

GN

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OF

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IN

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

PAR

TM

ENT OFED

UC

AT

IO

N

MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

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MCMXCIX

AG,

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01-002

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1100

ASUSPENDED

LIGHTING

FIXTURES

6mm THK. ORD. PLYWOOD

CEILING w/6mm GROOVE

ON 50x50mm CEILING

JOIST @600mm O.C. BOTHWAYS

B

C

1500

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINT FIN.)

7000

400

6mm THK. MARINE

PLYWOOD EXT. CLG. ON

50x50mm @600mm OCBW.

VENT.

(SEE DETAIL)

400

C

1100

3500

A

B

3500

7000

1500

GA#26 PLAIN G.I. FLASHING

ON 12x300mm FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

GA#26 PLAIN G.I.

RIDGE ROLL (PAINT

FIN.)

GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN)

400

BUILDING LINE

SLOPE

SLOPE

4500

9000

4500

1 2 3

WITH PLAIN CEMENT

PLASTER (PAINT FIN.)

150 mm THK. CHB WALL

GA#26 PLAIN GI RIDGE

ROLL (PAINT FIN.)

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

GA.#26 CORR. G.I. ROOFING

SHEET (PAINT FINISH)

6mm THK. PLYWOOD CEILING

ON 50X50mm CEILING JOIST SP.

@600mm O.C. BOTHWAYS (PAINT

FINISH)

300x300mm EXT. CONC.

LOUVER BLOCKS

6mm THK MARINE PLYWOOD

ON 50x50mm CEILING JOIST

@600mm O.C. BW.

(OPTIONAL)

3500 1100

5000

W-1

D-1

1500

5316

7000

3500

CLASSROOM

AC B

CLASSROOM

FIN. FLR. LN.

VAR

.1780

2800

TOP OF TRUSS

TOP OF ROOF BEAM

FIN. GRD. LN.

TOP OF TRUSS

TOP OF ROOF BEAM

FIN. GRD. LN.

CLASSROOM

FIN. FLR. LN.

VAR

.1780

2800

4500

9000

4500

1 2 3

4500

9000

4500

1 2 3

SCALE: 1:100 M

5

A-2

REAR ELEVATION

6

A-2

ROOF L

INE

150mm THK. CHB

W/PLAIN CEMENT

PLASTER (PAINT

FIN.)

7

A-2

BLACKBOARD

W-2 D-1

DEP.25mm

W-2D-1

25mmDEP.

W-1W-1

GRAVEL BED (RIVER STONE)

ROOF LINE ABOVE

LINE OF ROOF

GRAVEL BED (RIVER STONE)

LINE OF CORRIDOR

A

600

600

3500

400

7000

3500

1100

1500

1200

C

B

321

450045004500

9000

4500

9000

FL-1

CLASSROOMCLASSROOM

SCALE: 1:100 M

9

A-2

ROOF PLAN

SCALE: 1:100 M

7

A-2

LONGITUDINAL SECTION

FL-1CORRIDOR

FL-1

400

SCALE: 1:100 M

6

A-2

CROSS SECTION

SCALE: 1:100 M

2

A-2

FRONT ELEVATION

3500

7000

B

1100

1780

2800

FIN. GRD. LN.VAR

.

TOP OF TRUSS

3500

A GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN.)1500

150 mm THK. CHB WALL

WITH PLAIN CEMENT

PLASTER (PAINT FIN.)

GA#26 PLAIN G.I.

FLASHING (PAINT

FIN.)

300x300mm EXT.

CONC. LOUVER

BLOCKS

C

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

CLASSROOM

FIN. FLR. LN.

TOP OF ROOF

BEAM

GA#26 PL. GI. SHT.

RIDGE ROLL PAINT

FIN.

150 mm THK. CHB

WALL WITH PLAIN

CEMENT PLASTER

(PAINT FIN.)

GA.#26 PL. G.I.

FLASHING ON

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINT FIN.)

GA#26 G.I. CORR.

SHT. ROOFING PAINT

FIN.

SLOPE

D-1W-2

D-1W-2

1780

2800

FIN. GRD. LN.

TOP OF TRUSS

TOP OF ROOF BEAM

VAR

.

GA#26 G.I. CORR.

SHEET ROOFING

(PAINT FIN.)

GA#26 G.I. PL. RIDGE

ROLL (PAINT FIN.)

GA#26 G.I. PLAIN

FLASHING (PAINT

FIN.)

6mm THK. CHB

PLASTER PAINT FIN.

CLASSROOM

FIN. FLR. LN.

400

W-1 W-1

SLOPE

W-1 W-1

A-2

3FLOOR, CEILING & ROOF PLANSELEVATIONS & SECTIONS

FL-1

FL-2

PLAIN GREEN CEMENT FIN.

SCHEDULE OF FLOOR FIN.

PLAIN CEMENT FLR.

FIN. W/ GROOVE (ROUGH)

FL-1

FL-2

400

400 400

4500

9000

4500

1 2 3

GA.#26 CORR. G.I.

ROOFING SHEET

(PAINT FINISH)

400

150mm THK. CHB

WALL PLASTER

PAINT FIN.

SUSPENDED

LIGHTING FIXTURES

6mm THK. PLYWOOD

CEILING ON 50X50mm

CEILING JOIST SP.

@600mm O.C.

BOTHWAYS (PAINT

FINISH)

TOP OF ROOF

BEAM

2800

VAR

CLASSROOM

FIN. FLR. LN.

FIN. GRD. LN.

1780

TOP OF TRUSS

12mm GI. PIPE HANGERS

SCALE:

REFLECTED CEILING PLAN8

A-2 1:100m

CLASSROOM

FIN. FLR. LINE

12mm THK. FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

VAR

.

3500

7000

3500

1500

1100

2800

FIN. GRD. LN.

TOP OF ROOF BEAM

TOP OF TRUSS

1780

C B A

150 mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER

(PAINT FIN.)

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT

FINISH)

300x300mm EXTERIOR

CONC. LOUVER BLOCKS

GA.#26 CORR. G.I. ROOFING

SHEET (PAINT FINISH)

SCALE:

RIGHT ELEVATION3

A-2 1:100m

SCALE:

FLOOR PLAN1

A-2 1:100m

SCALE:

LEFT ELEVATION4

A-2 1:100m

9000

4500 4500

CLASSROOM

1 2 3

1

200

PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

GN

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

PAR

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ENT OFED

UC

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MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

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PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

GN

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CR

OF

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&T

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

PAR

TM

ENT OFED

UC

AT

IO

N

MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

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01-002

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2100

2400

±1230

(14-BLADES

)

2400

SCHEDULE OF DOORS & WINDOWS

A-3

2

PANEL DOOR TYPE HINGED

DOOR & FIXED CLEAR

GLASS TRANSOM ON

50x150mm WOOD

JAMBS/FRAMES

D-1

SCALE:

W-1

JALOUSIE WINDOW W/ CLEAR GLASS

BLADES ON STD. ALUM. HOUSING &

FIXED CLEAR GLASS TRANSOMS ON

50x150mm WD. JAMBS/FRAMES

±875

1 : 100 M

SAME AS W-1

W-2

300

1000

4 EQ. PARTS=

2500

300

2 EQUAL PARTS =

1250

±1230

(14-BLADES

)

2400

±875

300

A-3

3SCH. OF DOORS & WINDOWS

BAY & DETAIL SECTION, EAVES,LOUVER BLK, VENT, RAMP DET.

SCALE:

RAMP DETAILS8

A-3 AS SHOWN

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT

FIN.)

SEE STRUCTURAL DETAIL

6mm THK. MARINE

PLYWOOD

INT. CEILING w/6MM

GROOVE ON 50x50mm

CEILING JOIST @600mm

OC BOTHWAYS (PAINT

FIN.) (OPTIONAL)

GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN.)

NON-SKID PLAIN CEMENT FLOOR CEMEMNT FINISH

CORRIDOR

100

6mm

TYPICAL

100

1800

RAMP

UP

6mm6mm

CLASSROOM

EL. +175mm

DETAIL SECTIONSCALE 1:5 M

SCALE 1:50 M

DETAIL PLAN

LINE OF ROOF

LINE OF CORRIDOR

1200

1500

150 mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER (PAINT

FIN.)

2800

900

2216

2800

600

1500

CORRIDOR

FIN. FLOOR LINE

FIN. GRADE LINEVAR

.

BAY SECTION

A-3

1

SCALE:

CLASSROOM

PART OF

1 : 20 M

CLASSROOM

SCALE:

PART OF

A-3

4 DETAIL SECTION

1:20 mts.

FIN. FLOOR LINE

FIN. GRADE LINE

25

VAR

.

A-3

5 LOUVER BLOCKS DETAIL

OUTSIDEELEVATION

SCALE :

INSIDE

SECTION

1:10M

23°

575

A-3

6mm THK PLYWOOD w/6mm

GROOVE ON 50x50mm

NAILERS @600mm OC BW

(PAINT FIN)

20x20x5mm ANGULAR BAR @600mm OCVERT. MEMBER FOR FRAME OF 12x300mm

FIBER CEMENT FASCIA BOARD

1500

6mm THK. MARINE PLYWOOD

ON 50x50mm CLG. JST. @600mm

O.C. BW. (OPTIONAL)

TOP OF ROOF BEAM

FR. 25x75mm WD.FRAME

S4S KD TANG.

325

20x20x3mm THK ANGULAR

FRAME FOR VENT. WELDED

TO PURLINS

1242

CONC.

BEAM

W-1

1100

(OPTIONAL)

400

A

150mm THK. CHB WALL

PLAIN CEM. PLASTER (PAINT FIN.)

6mm THK. ORD. PLYWOOD

INT. CEILING ON50x50mm

CEILING JOIST @600mm OC

BOTHWAYS (PAINT FIN.)

VENT. WITH

WIRE MESH INSECT

SCREEN (SEE DETAIL)

C-PURLINS (SEE

STRUCTURAL DET.)

10mm SAG RODS

D-1

(150X400)

(OPTIONAL)

PROVIDE INSECT SCREEN

25x25 mm WOOD VENT

25x25mm WOOD

VENT PROVIDE

INSECT SCREEN

50

SECTION (V2)

GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN.)

25

SECTION (V1)

275

25

6mm THK. ORD. CLNG. PLY

CEILING ON 50X50 CLNG.

JOISTS SP. @600mm O.C. BW (

PAINT FIN. )

275

EAVES, VENT. & INT CEILING DETAIL

600

300

SCALE :

6mm THK. MARINE

PLYWOOD ON

50x50mm CLG. JST.

@600mm O.C. BW.

(OPTIONAL)

GA#26 CORR. ROOFING SHEET

(PAINT FIN.)

150

123

4

GA#26 PLAIN

GI. FLASHING

20x20x5mm ANGULAR

BAR @600mm OC VERT.MEMBER FOR FRAME OF

12x300mm FIBER

CEMENT FASCIA BOARD

TOP OF ROOF BEAM

300

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINT

FIN.)

A-3

7

TYP. CLG. VENT PLAN DETAIL

575

25x25mm WOOD VENT

PROVIDE INSECT SCREEN

4-16x300mm LONG

BENT ANCHOR

BOLTS

6mm GROOVE

PLAN

3

SCALE :

300x150x10mm BASE

PLATE

10mm THICK PLATE

VENTILLATION W/

WIRE MESH

(OPTIONAL)

DETAILSCALE : 1:10MTS

1 : 10 M

A-3

6

25

CEILING VENT

(SEE DETAIL)

425

V2

50 25

138

V1

2-16 BOLTS

25

27

C-PURLIN SEE

STRUCTURAL

DET.

GA#26 CORR. GI.

ROOF

RAFTER SEE

STRUCTURAL

DET.

7 EAVES DETAIL

A-3 SCALE : 1:20M

400

LOUVER BLOCKS

(CONCRETE)

NOTE:

FULLY WELD

ON RAFTER

300

TECK SCREW

SAG ROD (SEE DETAIL)

STL. PURLINS (SEE STRUCTURAL

DET.)

300

20x20x2mm ANGULAR

BAR FOR FASCIA BD.

FRAME WELDED TO

RAFTERS AND

PURLINS

AS SHOWN

TECK SCREW

1. IF THERE'S EXTERIOR CEILING PROVIDE

V2.

2. IF THERE'S NO EXTERIOR CEILING

PROVIDE V1.

12x300mm FIBER

CEMENT FASCIA

BOARD

275

ON WOOD JAMBS/FRAMES

HOLLOW CORE FLUSH

TYPE HINGED DOOR

PROVIDE KICKPLATE

D-2

2100

300

900

STAINLESS

STEEL

KICKING

PALTE

W-3

555

1500

600

SAME AS W-1

/NO FIX

GLASS

PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

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PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

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EPUBL

ICof the PH

I LI P

PINES

DE

PAR

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ENT OFED

UC

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REPUBLIC OF THE PHILIPPINES

IR

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01-002

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TO ROOF LEVEL

FOUNDAT

ION LEVEL

S-1

2FOUNDATION PLAN, ROOF FRAMING PLAN

FOOTING DETAIL, COLUMN DETAIL, WF-1,RAMP DET.

32

400 STEEL C-PURLINS

50x100x15x1.5mm

750mm O.C.

1

4500400

321

D. FOUNDATION

No footing shall rest on fill.

SBP = 95.706 Kpa ( 2,000 Psf ), was used in the design for all footings.

Fy = 248 Mpa ( 36 Ksi ), specified minimum yield strength

unless otherwise specified.

C. STRUCTURAL STEEL

unless otherwise specified.

fy = 275.8 Mpa ( 40,000 Psi ), minimum yield strength of reinforcing bars

B. REBAR

a 28 days unless otherwise specified.

fc' = 20.685 Mpa ( 3,000 Psi ), minimum compressive strength of concrete

A. CONCRETE

DESIGN CRITERIA :

EB-1

EB-1

EB-1

EB-1

R - 1

400

C-2C-1

C O L U M N S C H E D U L E

160

TIES : 10 mm

MAIN BAR:

6-%16mm

150mm TO CENTER

1@50, 8@75, REST @

160

TIES : 10 mm

MAIN BAR:

4-%16mm

1@50, 8@75, REST @150mm TO CENTER

400

LEVEL

RG-2

RG-1

4500

10mm% SAG ROD WITH

STANDARD NUTS &

WASHERS @ EACH END

RG-2

R - 2

RG-1

R - 1

1:100 M.

RG-1

RG-2

1100

AC-1

F-1

WF-1

RG-2

RG-1

R - 2

SCALE

B

S-1

C

B

F-1

C-1

F-1

C-1

WF-1

3500

1500

3500

7000

ROOF FRAMING PLAN

9000

150MM THK.

NTS.

10mm @300 CUT BARS

3-10mm

X-BARS

Y-BARS

GRAVEL BEDDING

100 mm THICK

400

SCALE :

600

250

D

S-1

SQUARE FOOTINGSQUARE FOOTING

SQUARE FOOTINGSQUARE FOOTING

REMARKS

G-20mm GRAVEL

BEDDING

DETAIL OF WF-1

10@600

VERT. BARS

CHB

HOR. BARS

10@600

NATURAL GRADE LINE

F-2

C-2

WF-1

F-1

C-1

WF-1

4500

A

WF-1

C-2

F-2

WF-1

C-1

F-1

F-1

C-1

WF-1

BOTHWAYS

SPACED AT 400

WITH 10mm

SLAB ON FILL

100mm THICK

1:100 M.S-1

A

SCALE

RAMP UP

B

C

3500

WF-1

3500

7000

t

Y-BARS

D

NGLNGL

NTS

L

SCALE :

X-BARS

100

100

TYP. FOOTING DETAIL

L

W

PLAN

C

S-1

4 - 16mm%

BAR Y

4 - 16mm%

BAR X

(t)

250

250

THICKNESS

REINFORCEMENT

4 - 16mm%

4 - 16mm%

1200

DEPTH

(D)

1200

(W)

1000

800

WIDTH

F-2

F-1 800

MARK

FOOTING

(L)

1000

LENGTH

FOOTING DIMENSIONS (mm)

9000

4500

SECTION

FOUNDATION PLAN

S C H E D U L E O F F O O T I N G S

DETAIL OF RAMP

S-1SCALE

E

1 : 50M

1

10 300mm TEMP

BARS BOTHWAYS

10mm

1800

150

1800

1200

1500

PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

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ENT OFED

UC

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REPUBLIC OF THE PHILIPPINES

IR

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PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

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&T

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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R

EPUBL

ICof the PH

I LI P

PINES

DE

PAR

TM

ENT OFED

UC

AT

IO

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MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

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MCMXCIX

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01-002

AZB

S-2

2

1 : 10 M

TYPICAL CONNECTION DETAILELEVATIONS, BEAM DETAIL & SCHED.

10mm% SAG ROD WITH

TOP OF RAFTER

10mm TIE ROD WITH

WASHERS @ EACH END

STANDARD NUTS &

SPACED @ 800mm O.C.

R-1/R

-2

SCALE

S-2

I

750mm O.C.

1 : 10 M

10mm SAG ROD

STEEL C-PURLINS

50x100x15x1.5mm

SAG ROD CONNECTION DET.

WASHERS @ EACH END

STANDARD NUTS &

STEEL C-PURLINS

750mm O.C.

100x50x15x1.5mm

750mm O.C.

STEEL C-PURLINS

100x50x15x1.5mm

1-%10mm A-307

ANCHOR BOLT

L-50x50x4.5

1 : 5 MSCALE

G

S-2

NTS

100

15

50

SCALES-2

F DETAIL OF PURLINS

LC-100x50x15x1.5

PURLIN CONNECTION DET

TIE ROD CONNECTION DET.

S-2

1BC

65

20

150

R-2

LC-150x65x20x3

NTS

DETAIL OF RAfTER

A

RC BEAM/COLUMN

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

2D

2-10mm SIDE BARS

L1

2D

ONLY IN THIS PORTION

LAP SPLICES ARE ALLOWED

L2

2D 2D

2-%16

BOLTS

BASE PLATE

4-%16x300mm LONG

BENT ANCHOR BOLTS

300x150x10mm

10mm THICK PLATE

ELEVATION

1:20 M

R-1/R

-2

BENT ANCHOR BOLTS

BASE PLATE

300x150x10mm

50

PLAN

37

.537

.5

10mm THICK PLATE

4-%16x300mm LONG

LINE OF R-1/R-2

50

300

R-1/R-2

D

S-2

ELEVATION

SCALE

LONG BENT

BASE PLATE

4-%16x300mm

300x150x10mm

ANCHOR BOLTS

2-%16

BOLTS

TYPICAL RAFTER ANCHORAGE DETAIL

10mm THICK PLATE

R-2

EB-1

NTSSCALES-2

CL.

SECTION DETAIL1

10mm X 150mm

ANCHOR BOLTS

150

SCALE

H

S-2

150

(SEE SCHED)

RG-2

R-2EB-1

EB-1

RG-2

R-2

RG-1

1:100 M

AC

SCALE:

ELEV @ GRID 1 & 3

B

R-1R-1

RG-1

A

S-2

1:100 MSCALE:S-2

150

20

SCALE

E

S-2

2LC-150x65x20x3

R-1

65

ELEV BETWEEN GRIDLINESB

RG-1

RG-1

10mm

2

2

BOTTOM

2

1@50, 6@100, REST@200

1@50, 8@100, REST@200

(UNLESS NOTED OTHERWISE)

S T I R R U P S

1@50, REST@200

2 2 2

2 2

BOTTOM

MID SPAN

2

TOP

22 2

BOTTOM

2 2

22

LEFT

TOP

22

TOP

RIGHT

C

S-2

12mm400

12mm

REBAR

(mm )

400

h

250 10mm

RG-2

RG-1

MARK

BEAM

150

150

b

150EB-1

DIMENSIONS

( in / mm )

ROOF LEVEL

LEVEL

FLOOR

BEAM

TYPICAL BEAM ELEVATION

B E A M S C H E D U L E

S T E E L R E I N F O R C E M E N T S

PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

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PINES

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PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

NRE

ENI

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EPUBL

ICof the PH

I LI P

PINES

DE

PAR

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ENT OFED

UC

AT

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MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

IR

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99-001

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NOT TO SCALE

ELECTRICAL RISER DIAGRAM

16MMO x 2400mm LENGTH

GROUNDING ROD COPPERWELD

1-3.5mm THW COPPER WIRE

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

a. LIGHT SWITCH - 1.20 M ABOVE FINISH FLOOR

b. CONVENIENCE OUTLET - 0.30 M ABOVE FINISH FLOOR.

c. SAFETY SWITCH - 1.80 M ABOVE FINISH FLOOR

- RACEWAY CONDUIT CONCEALED IN CEILING

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

M

Sf

cdeS

3W S

- SERVICE ENTRANCE

- ELECTRIC SERVICE METER

- FAN CONTROL SWITCH

- SAFETY SWITCH

- THREE GANG DEVICE SWITCH

- THREE WAY DEVICE SWITCH

LEGEND

F

2

SYMBOL

abS

aS/S

DESCRIPTION

- 2 x 40 WATTS FLUORESCENT LAMP

- ONE GANG DEVICE SWITCH

- TWO GANG DEVICE SWITCH

- CEILING FAN OUTLET

- CEILING LIGHT OUTLET

3500 mm

1800 mm

1800 mm

IN 15mmO C

2

20mm O TYPE "F" CONDULET

OVERHEAD SERVICE ENTRANCE

CONNECTED TO 220V AC, 1O,

2 WIRE, 60 Hz FITTED WITH

KWHR METER

BUILDING WALL

METERING CONDUIT

2-3.5mm THW

IN 20mmORSC

2

ELECTRICAL LAYOUT

GENERAL NOTES LEGEND

RISER DIAGRAM

CALCULATIONS 1

E-1

CLASSROOM

ELECTRICAL LAYOUTSCALE 1:100 M

2

F

GROUND FLOOR LINE

FIN. GRADE LINEA

REFER TO RISER DIAGRAM

OVERHEAD SERVICE ENTRANCE

M

a

Sf

Sabc

2

c

CEILING LINE

C

B

a

2

1

2

b

2

b

3

USE 20 A 2-WIRE CIRCUIT

2. CIRCUIT REQUIREMENT:

USE 2-3.5 mm THW COPPER WIRES

3. SERVICE ENTRANCE CONDUCTORS:

4. SERVICE EQUIPMENT:

USE 1-30 A, 2PST, 250V SAFETY SWITCH WITH 2-20 A, RENEWABLE FUSES

B. FAN OUTLET 1 x 100 W = 100 W

A. LIGHTING OUTLET 5 x 100 W = 500 W

C. CONVENIENCE OUTLET 2 x 180 W = 360 W

TOTAL LOAD = 960 W

I LOAD 960 / 230 = 4.17 A

CALCULATIONS

THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONS

1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH

AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY.

TYPE FOR THE PARTICULAR LOCATION AND PURPOSE.

7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND

5. ALL OUTLET BOXES SHALL BE GALVANIZED GAGE NO. 16 DEEP

2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE,

ALL ELECTRICAL WORKS SHALL BE UNDER THE IMMEDIATE SUPERVISION

THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY

OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).

6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED

POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODE REQUIREMENT.

- POLYVINYL CHLORIDE CONDUIT

- RIGID METALLIC CONDUIT

SIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE

"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM

4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE

3.5mm AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL

OF A DULY REGISTERED ELECTRICAL ENGINEER.

BRANCH CKT., & AUXILIARY

a. FEEDERS AND RISERS

230 V AC, 60 Hz.

BE 15mm TRADE/NOMINAL SIZE.

b. LIGHTING, POWER RECEPTACLE

TYPE WITH FACTORY KNOCKOUTS.

3. WIRING METHOD SHALL BE AS FOLLOWS :

2

OI

SCH. 40

GENERAL NOTES

2

1. TOTAL LOAD:

3.5 mm THW WIRE

3.5 mm THW COPPER WIRE

5. SCHEMATIC DIAGRAM OF SAFETY SWITCH:

2

2