REPUBLIC OF THE PHILIPPINES TABLE OFFICE OF THE...

PERSPECTIVE VIEW, TABLE OF CONTENTS

TOILET DETAILS

GROUND FLOOR PLAN SECOND FLOOR PLAN

REFLECTED CEILING PLAN CROSS SECTIONRIGHT SIDE ELEVATION

SCHED. OF DOORS & WINDOWS RAMPDETAILS, EAVES DETAIL, SUN BREAKERDETAIL DAMP PROOFING DETAIL, BALCONYRAILING DET.ROOF PLAN, LONGITUDINAL SECTION

FRONT ELEV., REAR ELEV.

STAIR & HANDRAIL DETAILS

PERSPECTIVE VIEW & TABLE OF CONTENTSA-1

A-2

A-3

A-4

A-8

A-5

A-6

A-7

SCHEDULE OF SLABROOF DECK FRAMING PLAN

DET. OF FOOTING, TIE BEAM & COLUMNDET. STAIR ON GRADE, RAMP & STAIR

S-1

S-2

FOUNDATION PLAN, 2ND FLOOR FRAMINGPLAN

S-3

S-4 TRUSS DIAGRAM, SCHEDULE OFBEAM DETAILS OF STEELCONNECTION

PERSPECTIVE VIEW1

A-1 SCALE : N T S

P-1 SEWER SYSTEM LAYOUT, LEGEND,DESIGN CRITERIA, NOTES

P-2 WATER & DRAINAGE SYSTEM LAYOUT,SEPTIC TANK, CATCH BASIN, DRAIN PIT,& LEACHING FIELD DETAILS

E-1 GENERAL NOTES, LEGEND, LOADSCHEDULE, RISER DIAGRAM, SINLEDIAGRAM

E-2 POWER LAYOUT (GROUND & SECONDFLOOR)

E-3 LIGHTING LAYOUT (GROUND & SECONDFLOOR)

TWO STOREYEIGHT (8) CLASSROOM

G.I. ROOF SCHOOL BUILDING

NQM

MMC

LGPLUIS G. PURISIMA

HEAD, PLANNING AND DESIGN UNIT

PFSED-DepED

NATHANIEL Q. MENDOZA

ARCHITECT III, PFSED-DepED

A-18MAXIMO M. CALBANG

PDO III, PFSED-DepED CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED

SANITARY

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

TABLEOF

ENGINEER/BUILDING OFFICIALOFFICE OF THE CITY/MUNICIPAL

REPUBLIC OF THE PHILIPPINES

MECHANICAL

ELECTRICAL

SANITARY

CONTENTS

STRUCTURAL

ARCHITECTURAL

LAND USE & ZONING

LINE & GRADE

DISTRICT/CITY/MUNICIPALITY

DEPARTMENT OF EDUCATION


MERALCO AVENUE, PASIG CITYPHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION

RECOMMENDING APPROVAL : SHEET NO:

REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED

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

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

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

PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:

DESIGNER: CHECKED BY : RECOMMENDING APPROVAL :

EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

GROUND FLOOR PLAN1

A-2

GROUND FLOOR PLAN

SECOND FLOOR PLAN

SECOND FLOOR PLAN2

A-2 SCALE : 1 : 100M

C O R R I D O R

UP UP

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

1

19

18

7000

2500

B

C

675

A

1

W-1WF1

dn.

4500

CONCRETE SUNBREAKER4500

9000

4500

2 3 4

5

C O R R I D O R

C O R R I D O R

UP

RAMPUP

4500

W-3

STO.

D-3

D-5

D-4

HEFL3

D-2

UD

SIN

K C

OU

NTE

R

1500

900

1500600 2502000

4450

200x200mm VITRIFIEDUNGLAZED FLOOR TILES

11

2

A-3

6

A-6

- 100mm THK. CHB w/200X200mm VITRIFIED WALL TILES ( GLAZED )

- 100mm THK. CHB PLAIN CEMENT PLASTER w/50mmØ G.I. PIPE HANDRAIL PAINT FIN.

- 150mm THK. CHB w/200X200mm VITRIFIED WALL TILES ( GLAZED )

FLOORS :

WALLS :

- 200X200 VITRIFIED FLR TILES( UNGLAZED )

- PLAIN CEMENT FLOOR ROUGH

- PLAIN CEMENT FLOOR FINISH

SCHEDULE OF FINISH

WITH GROOVES

- 150 MM THK. CHB W/ PLAINCEMENT PLASTER FIN (PAINT)

WF4

WF3

WF2

WF1

FL2

FL1

FL3

4500

WF1W-1

LANDING

DN.

CONCRETESUNBREAKER (SEEDETAIL)

600

FDFD

11

1A-3

CHALKBOARD

W-2

FL1

FL1

W-2D-1 D-1

W-1

WF1

FL1

CLASSROOM

W-1

WF1

CHALKBOARD

DEP.25mm

DEP.25mm

CHALKBOARD

W-2

FL1

FL1

W-2D-1 D-1

W-1

WF1

FL1

CLASSROOM

W-1

WF1

CHALKBOARD

DEP.25mm

DEP.25mm

CHALKBOARD

W-2

FL1

FL1

W-2D-1 D-1

W-1

WF1

FL1

CLASSROOM

W-1

WF1

CHALKBOARD

DEP.25mm

DEP.25mm

CHALKBOARD

W-2

FL1

FL1

W-2D-1 D-1

W-1

WF1

FL1

CLASSROOM

W-1

WF1

CHALKBOARD

DEP.25mm

DEP.25mm

WF1

C O R R I D O R

7000

B

2500

C

1

675

A

UP

D-4

D-4

FL3

SHE

D-3

SLOPSINK

D-5

W-3

D-2

STO.

RAMPUP

4500

SIN

K C

OU

NTE

R

SD

1500 6002250

900

900

1500

3300

2103 2397

1475

5150

CONCRETE

SUNBREAKER

200x200mm VITRIFIED

FLOOR TILES (UNGLAZED)

1

A-5

4500 4500

9000

1

2 3 4

W-2W-2D-1 D-1

W-1 W-1

WF1

CLASSROOM

FL1

FL1

DEP.25mm

DEP.25mm

W-2W-2D-1 D-1

W-1 W-1

WF1

CLASSROOM

FL1

FL1

DEP.25mm

DEP.25mm

W-2W-2D-1 D-1

W-1 W-1

WF1

CLASSROOM

FL1

FL1

DEP.25mm

DEP.25mm

W-2W-2D-1 D-1

W-1 W-1

WF1

CLASSROOM

FL1

FL1

DEP.25mm

DEP.25mm

SCALE : 1 : 100M



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

SECOND FLOOR REFLECTED CEILING PLAN1

A-3 SCALE : 1 : 100M

1000

1000

2500

7000

c

b

A

A-6

REFLECTED CEILING PLAN, CROSS SECTION & RIGHT SIDEELEVATION

W-1

CLASSROOM

CLASSROOM

150mm THK. CHB WALLPLASTER PAINT FIN.

CORRIDOR

W-23

A-3

2500

538

3200

EXPOSE CEILINGUNDERSLAB PAINT FINISH

GROUND FLOOR LEVEL

SECOND FLOOR LEVEL

FIN. GRD. LN.

3200

TOP OF ROOF BEAM

TOP OF TRUSS

1000 1000

SEE TRUSS DETAIL

9500

7000

A CB2500

50mm GA# 40G.I. PIPEHANDRAIL

W-1 W-2 3A-3

6725

325

1

3

GA. 26 PLAIN G.I. SHEETGUTTER ON 12x300mmFIBER CEMENT FASCIABOARD (PAINT FINISH)

150mm THK. CHB PLAINPLASTER PAINT FIN.

1000

2500

1000

GROUND FLR. LVL.

3200

325

6725

1

A-3

NAT. GRD. LN.

3200

SECOND FLR. LVL.

TOP OF ROOF BEAM

32mm Ø G.I. PIPEHANDRAIL WITH 32mmØVERT. SUPPORT @300mmO.C. (PAINT FINISH)

1 : 100M

RIGHT SIDE ELEVATIONSCALE :

2500

9500

C

APEX LINE OF TRUSS

7000

B

GA. 26 CORR. G.I. SHEETROOFING (PAINT FINISH)

A

CONCRETE SUNBREAKER (SEE

DETAIL)

LEFT SIDE ELEVATION

GA. 26 CORR. G.I.SHEET ROOFING(PAINT FINISH)

32mm Ø G.I. PIPEHANDRAIL WITH 32mmØVERT. SUPPORT @300mmO.C. (PAINT FINISH)

150mm THK. CHBPLAIN PLASTERPAINT FIN.

GA. 26 PLAIN G.I. SHEETGUTTER ON 12x300mmFIBER CEMENT FASCIABOARD (PAINT FINISH)

1000

CB2500

A7000

9500

APEX LINE OF TRUSS

1 : 100MSCALE : A-34

6725

GROUND FLR. LVL.

3200

NAT. GRD. LN.

3200

SECOND FLR. LVL.

325

1000

2500

TOP OF ROOF BEAM

6mm THK. ORD PLYWOOD CEILINGw/6mm GROOVE ON 50x50mm CLEILINGJOISTS (PAINT FIN.)

LIGHTING FIXTURE

6mm THK. MARINE PLYWOOD CEILINGw/GROOVE ON 50x50mm CEILING JOISTS(PAINT FIN.)

CEILING VENT. (SEE DETAIL)

GA.26 PLAIN G.I. GUTTER ON12x300mm THK. FIBERCEMENT FASCIA BOARD

9000

4500 4500

2 3

4500600

19000

4500 4500

4 59000

4500 4500

6 79000

4500 4500

8 9 10

4500 600

11

CROSS SECTION1

A-3 SCALE : 1 : 100M



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

6725 SECOND FLOOR LEVEL

NAT. GRD. LN.GROUND FLOOR LEVEL

3200

325

3200

REAR ELEVATION1 : 100M

2

A-4 SCALE :

FRONT ELEV. REAR ELEV.

APEX LINE OF TRUSS

TOP OF ROOF BEAM

2500

1 : 100M

FRONT ELEVATIONSCALE : A-4

1

W-1

D-2

600 4500

6725 SECOND FLOOR LEVEL


3200

325

3200

APEX LINE OF TRUSS

TOP OF ROOF BEAM

2500

32mmØ G.I. PIPE GRAB BAR

w/32mmØ G.I. PIPE RAILING

@300mm O.C.

100mm THK. CHB w/ 50mmØ

G.I. PIPE HANDRAIL PAINT

FIN. (SEE DETAIL)

GA#26 G.I. SHEET CORR. ROOFING

PAINT FIN.

1

W-2 D-1

W-2 D-1

4500

9000

4500

W-2D-1

W-2D-1

2 3 4

W-1

D-2

6004500

32mm Ø G.I. PIPEHANDRAIL WITH 32mmØVERT. SUPPORT @300mm O.C. (PAINTFINISH)

100 MM THK. CHBRAILING W/50mm ØG.I. PIPE RAILING

GA. 26 CORR. G.I.SHEET ROOFING(PAINT FINISH)

GA. 26 PLAIN G.I.GUTTER ON12x300mm FIBERCEMENT FASCIA BD.(PAINT FINISH)

11

W-1 W-1

W-1 W-1

4500

9000

4500

10 9 8

W-3

W-1

6004500

1

W-2

4500

9000

4500

D-1W-2

D-1W-2D-1

W-2D-1

W-2

D-1 W-2

D-1 W-2 D-1

W-2 D-1

4500

9000

4500

57 6 7 8

7 6 5 4 3 2



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

10200

2500

3200


325

3200

SECOND FLOOR LEVEL

LONGITUDINAL SECTION2

A-3SCALE : 1 : 100M

LONGITUDINAL SECTION

ROOF PLAN

APEX OF TRUSS

600

THIRD FLOOR LEVEL

ROOF PLANSCALE : A-3

1

1 : 100M

9000

4500

7000

2500

4500

9000

1 32

4500 4500

9000

4500

4 5

4500

6 7

4500

8 9 10 11

4500600

9000

4500 4500 600

LN. OF STRUCTURE

RD RD RD RD RD RD

RD RD RD RD RD RDRD

1000

1000

B

C

A

SHE

LANDING

W-1

W-3

4500

1 2

EXPOSED UNDER SLAB CEILINGPAINT FINISH

HE

LANDING

W-1

W-3

6004500

11

GA. 26 PL. G.I. SHT. GUTTERON 12x300mm FIBERCEMENT FASCIA BD. PAINTFIN.

GA. 26 CORR. G.I. SHEETROOFING PAINT FIN.

GA. 26 PL. G.I. SHT. RIDGEROLL PAINT FIN.

GA. 26 PL. G.I. SHT.FLASHING ON 12x300mmFIBER CEMENT FASCIABOARD PAINT FIN.

45009000

4500

3 4

1

5

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

11500

45009000

4500

5 6

2

6

45009000

4500

7 8

3

7

45009000

4500

9 10

4

8



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

SCHED. OF DOORS & WINDOWS

RAMP DETAILS, EAVES DETAIL, SUN BREAKER DETAIL

FR. QUARTER-CMOULDING CEILING

CONTACT TO CONC.WALL

6mm THK. ORD. PLYWD.CEILING (PAINT) ON50x50mm CLG. JST.

@600mm OC BW

6mm THK. MARINEPLYWD. CEILING(PAINT) ON 50x50mmCLG. JST. @600mm OCBW

SEE TRUSS DET.

CONC. BEAM

150 100

100X100 CONCRETE

2000

SKIRTING

32 mm Ø G.I PIPE VERTICALSUPPORT @ 300mm ON CENTERPROVIDE 12mmØ STEEL DOWELS(PAINT FIN.)

32mmØ G.I. PIPE HANDRAILw/32mmØ VERT. SUPPORT@300mm O.C. (PAINT FIN.)

TOTAL RUN OF RAMP

C O R R I D O R

9000

5000

B

175

1400

C

2800

2400

5150NON-SKID PLAINCEMENT FLOOR

FINISH w/GROOVELINES

3600

RAMP UP

65

3

A-4

A-4

4

300

325

6 25

1250 12

25x25mm WOOD VENT.PROVIDE INSECT SCREEN

6mm THK PLYWOOD CEILINGON 50x50mm CEILING JOIST@600mm OC. BW (PAINT FIN.)

FR.25x75mmVENT FRAME

(PAINT FIN.)

50

300

FR. 25x75mm WOODFRAMEPAINT FIN.

1175

25x25mm WOOD VENT

11

A-6

PROVIDE INSECT SCREEN

A-4

GRAVEL BEDDING

CONCRETE HOLLOWBLOCKSCONCRETE SLABPOLYETHYLENE SHEET DAMP PROOFING

2-32mmØ G.I. PIPE HANDRAILw/32mmØ VERT. SUPPORT @300mm

O.C.(PAINT FIN.)

SCALE 1:50 M

DET. ELEVATION OF RAMP

NON-SKID PLAIN CEMENTFLOOR FINISH

w/GROOVE LINES

700

900

200 200

700

300

1200

900

3

A-6

2

CEILING VENT (SEE DETAIL)

1000

C-PURLIN (SEE STRUC'L DETAIL)

SAG ROD SEE STRUCTURAL DETAIL

2A

A-1

2A

A-1

6mm THK. MARINE PLYWOOD CEILING ON50x50mm CEILING JOIST @600mm BW

75mmØ PVC DOWNSPOUT PAINT FINISH

BASKET STRAINER

GA#26 GI STRAP

GA#26 G.I. GUTTER ON 12x300mm FIBERCEMENT FASCIA BOARD PAINT FIN.

ROOFBEAM

6mm THK. ORD.PLYWOOD CEILING W/

6mm GROOVE ON50x50mm CEILING JOIST

@600mm BW (PAINTFIN.)

TOP CHORD SEE STRUCTURAL DETAIL

38mmØ TEKSCREW

NON-SKID PLAIN CEMENTFLOOR FIN. w/ GROOVELINES

12mMØ STEEL DOWELEMBEDD IN CONC.

900

700

100

2-32mmØ G.I. PIPE HANDRAILw/32mmØ VERT. SUPPORT@300mm OC (PAINT FIN.)

200

6mm THK. MARINE PLYWOODCEILING ON 50x50mm CEILINGJOIST @600mm BW

75mmØ PVCDOWNSPOUT PAINTFINISH

GA#26 GI GUTTER PAINT FIN.

GA#26 GI STRAP

12x300mm FIBER CEMENT FASCIABOARD FIX W/METAL SCREW ON STL.FRAME PAINT FINISH

COPPER RIVET

38mmØ TEKSCREW

BASKET STRAINER

20x20X2mm ANGULAR BAR FORFASCIA BOARD FRAME COATEDWITH PRIMER

GA#26 CORR. G.I. ROOFINGSHT. PAINT FIN.

700

HOLLOW CORE FLUSH TYPE SWING DOORORDINARY COMPLETE W/ HARDWARESAND ACCESSORIES

1000

TANGUILE PANEL DOOR ON 50X150 MMTHK. YACAL/GUIJO JAMB W/ FIXEDCLEAR GLASS TRANSOM COMPLETEWITH HARDWARES AND ACCESSORIES

2100

2400

D-1

CLASSROOM

FFL

300

1800

(VAR)

2100

TOILET

HOLLOW CORE FLUSH TYPE SWINGDOOR W/ MARINE PLYWOOD FACINGINSIDE AND ORDINARY OUTSIDECOMPLETE W/ HARDWARES ANDACCESSORIES

D-2 D-4

900

JALOUSIE WINDOWS WITH CLEAR GLASSBLADES ON STANDARD ALUMINUM CASINGAND FIXED CLEAR GLASS TRANSOM ON50X150 YACAL/GUIJO JAMB COMPLETE WITHHARDWARES AND ACCESSORIES

2 EQUAL PARTS = 1225

900

FFL

±1240

14-BLADES

2400

260

1200

1500

300

D-5

STO.

W-1

TOILET (CUBICLE)

SWING DOOR ON 50X100YACAL/GUIJO DOOR JAMBCOMPLETE WITH HARDWARESACCESSORIES

600

±1240

14-BLADES

2400

JALOUSIE WINDOWS WITH CLEAR GLASSBLADES ON STANDARD ALUMINUM CASINGAND FIXED CLEAR GLASS TRANSOM ON50X150 YACAL/GUIJO JAMB COMPLETE WITHHARDWARES AND ACCESSORIES

900

W-2


260

17652400

JALOUSIE WINDOWS WITH CLEAR GLASSBLADES ON STANDARD ALUMINUMCASING ON 50X150 YACAL/GUIJO JAMBCOMPLETE WITH HARDWARES ANDACCESSORIES

W-3


±635

7-BLADES

1500

750

TOILET (DISABLED)

LOUVER TYPE DOUBLE SWING DOORCOMPLETE W/ HARDWARES ANDACCESSORIES PROVIDE KICK PLATE

300

D-3

STAINLESSSTEEL KICKINGPLATE

900

DET. PLAN OF RAMPSCALE : A-6

2

1 : 50M

DETAIL PLAN (VENT.)SCALE : A-6

10

1 : 10M

SPOT DETAILSCALE : A-6

2A

1 : 5M

SPOT DETAIL (CORNER CLG.)SCALE : A-6

9

1 : 10M

SECTION DEATIL (VENT.)SCALE : A-6

11

1 : 5M

CONCRETE SUNBREAKER DET.SCALE : A-6

12

1 : 10M

BEAM REBARS SEESTRUCTURAL DETAIL

100

12x12mm GROOVE

675

10mmØ @250mm ONCENTER

100

SPOT DETAIL (EAVES)SCALE : A-6

8

1 : 10M

SECTION DETAIL (EAVES)SCALE : A-6

7

1 : 10M

DOORS & WINDOWS SCHEDULESCALE : A-6

1

1 : 50M

DAMP PROOFING DET.NOT A-6

6

SCALETO

DETAIL SECTIONSCALE : A-6

2A

1 : 10M



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

STAIR DETAILS

HANDRAIL DETAILS

ANCHOR @R.C.STAIR

19mm SQUARE BARWELDED TO G.I. PIPEHANDRAIL @146mmO.C.

50mm%% G.I. PIPESCH. 40 PAINT FIN.

3494

9344

16 T

RE

AD

S @

292

mm

EA

CH

= 4

672m

m

DN

12

11

16

14

13

1718

19

15

10

50mmØ G.I. PIPE SCH. 40w/19mm SQ. BAR @146mmON CENTER PAINT FIN.

9000

W-1

LANDING

PLAIN CEMENT STEELTROWELL FIN.

B

A

(SECOND FLOOR TO GROUND FLOOR)

SCALE :

14000

5000

4400 4400

200

1:50 mts

DETAIL PLAN OF STAIRA-7

2

A-7

9

A-7

35 6

A-7

8

7A-7

250

1460

TYPICAL

6A-74

498

4248

250

LANDING

TYP

ICA

L

±842

12x12x2mm FLAT BARSTRAP @600mm O.C.

2x25x25mm ANGULARBAR NOSING @STEP

3368

500

500

19mm SQ. BAR ANCHOREDTO THE WALL (PAINT FIN.)

1993

50mmØ SCH. 40 G.I.PIPE PAINT FIN.

10071007

146

50mmØ G.I. PIPE SCH. 40PAINT FIN.

19mm SQUARE BAR WELDTO G.I. PIPE HANDRAIL@146mm O.C.

SECOND F.F.L.

ANCHOR @R.C. STAIR

25x25x2mm ANGULAR BARNOSING

4500

5A-7

19mm SQUARE BARWELDED TO G.I. PIPEHANDRAIL @146mmO.C.

730

TYP

ICA

L

4500

50

50mmØ G.I. PIPE SCH.40 PAINT FIN.

SECOND FLOOR LEVEL

100mm THK CHB RAILINGPLASTER AND PAINT FIN.

50mm G.I.PIPE SCH. 40HANDRAIL w/25mm SQ.

BRACKECT @600mm O.C.PAINT FIN.

200

ELEV.SCALE: 1:50m

700

C

SCALE: 1:20mDETAIL

150

50

C

900m

m F

RO

M T

RE

AD

50

175

19 mm SQUARE BARANCHOR TO THEWALL (PAINT FIN.)

5050mmØ G.I. PIPESCHEDULE 40(PAINT FINISH)

TREAD

19mm SQUARE BARWELD TO G.I. PIPEHANDRAIL @146mmO.C.

50mmØ G.I. PIPESCHEDULE 40(PAINT FINISH)

500

1250

W A

L L

730

A B C

5A-7

10A-7

400 11

±337

9345

LAV

HE

6001200

HCR

800

WC±1800

584

684

109

87

6

16 TREADS @ 292 = 4672

3290 5

43

21 CORRIDOR

399

1401

1800

50mmØ SCH. 40 G.I. PIPE HANDRAILw/19mm SQ. BAR @146mm O.C

90814919

18

292

19

1615

1413

12

CORRIDOR

399

1401

1800

500014000337

2863

W-3

3530

5526

17 RISERS @±168 = 2856

6400

650

NATURAL GRADE LINE

GROUND FLOOR LINE

200x200mm VITRIFIEDGLAZED WALL TILES

6400

2 RISERS @±168

SECOND FLOOR LINE

ROOF LINE

5mm THK. FACIALMIRROR

WC

LANDING

W-1

17

38mmØ STAINLESSSTEEL GRAB BAR

GA#26 GI GUTTER PAINT FIN.

12x300mm FIBER CEMENT FASCIABOARD FIX W/METAL SCREW ON STL.FRAME PAINT FINISH

1800 3000

3702

EXPOSEDUNDERSLAB CEILING

PAINT FIN.

200

1700

2200

B

A

16TR

EA

DS

@ 2

92m

m E

AC

H =

467

2mm14000

9344

100

292

2

(GRD FLOOR TO SECOND FLOOR)

1

UP

4

3

10

8

9

6

5

7

11

12

9A-7

50mmØ G.I. PIPE SCH. 40w/19mm SQ. BAR @146mmON CENTER PAINT FIN.

4656

W-1

19

18

17

16

15

13

14

TOILET

9000

5 6

1800

NOSING DETAILSCALE : A-7

6

1 : 10M

SECTION DETAILSCALE : A-7

4

1 : 20M

HANDRAIL DETAILSCALE : A-7

5

1 : 20M

DETAIL SECTION OF STAIRSCALE : A-7

3

1 : 50MDETAILED PLAN OF STAIRSCALE : A-7

1

1 : 100M

BALCONY RAILING DET.SCALE : A-7

11

AS SHOWN


10

1 : 5M


8

1 : 5M

CRASH RAILINGSCALE : A-7

7

1 : 20M


9

1 : 20M



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

TOILETS DETAIL

150250200

150

URINAL

FEMALE

SINK

WC

W-3

300

1600

1013

125

2613

2713

CLASSROOM LVL.

TOILET LVL.

LANDING LVL.

2ND FLR. LVL.

50

2688

512

3200

LANDING

4500

21

MALE WC

W-3

300

1600

1013

125

2613

2738

CLASSROOM LVL.

TOILET LVL.

LANDING LVL.

2ND FLR. LVL.

50

2688

512

3200

LANDING

4500

1110

PLAIN CEMENT PLASTER

CERAMIC WALL TILES

200X200 VITRIFIED

PAINT FINISH

( GLAZED )

1750 100 1750100

900

FIN. GRADE LN.

CORRIDOR LVL.

TOILET LVL.25

FIN. GRADE LN.

CORRIDOR LVL.

TOILET LVL.

4258508501175100

SINK COUNTER

SD

800

300

200

800

2500

3mm THK. SOLID WOODFASCIAL MIRROR ON AL.FRAMING

200x200mm VITRIFIED WALLTILES (GLAZED)

800

DET. ELEVATION

DET. SECTION

PLAIN CEM. PLASTEREDPAINT FIN.

PLAIN CEM. PLASTERED

PAINT FIN.

200x200mm GLAZED

WALL TILES

150

DET. PLAN

651

600

3500

200x200mm VITRIFIED

GLAZED TILES

200x200mm VITRIFIED

GLAZED WALL TILES

25

TREAD

450

600

600

450

7000

B

1

A

UP

D-5

D-5

FL3SHE

D-3

SLOP

SINK

D-4

W-3

D-2

STO.

4500

SIN

K C

OU

NTE

R

SD

1500

600

2250

900

900

1500

3300

2103 2397

1800

2

200x200mm VITRIFIEDFLOOR TILES(UNGLAZED)

1550

600

943

LOW PARTITION w/200x200mm VITRIFIEDGLAZED WALL TILES

HCR

4500

W-3

STO.

D-2

D-4

D-5

HE

D-3

FL3

UD

SINK COUNTER

1500

1750

200

150

250

7000

900

1500

2650

450

450

600

600

100

2500

2186

5375

7000

200x200mm VITRIFIEDFLOOR TILES(UNGLAZED)HCR

UP

UR

INA

L

10 11

600 600

240

450240 450

1500

150 250

URINAL

200

150

DET. OF COUNTER SINKSCALE : A-8

5

1 : 20M

MALE TOILET DETAILSCALE : A-8

2

1 : 20M

FEMALE TOILET DETAILSCALE : A-8

1

1 : 20M

DET. SECTION OF MALE TOILETSCALE : A-8

4

1 : 50M

DET. SECTION OF FEMALE TOILETSCALE : A-8

3

1 : 50M



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

G-1G-1 G-1G-1

4500

G-3a

4500

S-2

C-3

F-3

C-2

F-2

4500450045004500450045004500

7000

2500

S-1

B

4500450045004500450045004500

BOTHWAYS

SPACED AT 400

WITH Ø10mm

SLAB ON FILL

100mm THICK

TG-2

TG-2

TG-1

G-6

G-6

G-6

G-6

G-3G-3G-3G-3G-3

G-2G-2G-2G-2G-2

G-1G-1

C-1

F-1

G-6 S-2S-2S-2S-2S-2

1:100 M.SCALE :

2ND FLOOR FRAMING PLAN

C

B

A

1110654321

1:100 M.SCALE :

FOUNDATION PLANS-1

A

TG-3 TG-3 TG-3 TG-3 TG-3 TG-3 TG-3 TG-3

TG-3

TG-3

S-1

B-1

S-1

S-1

B-1

S-1

S-1

B-1

S-1

S-1

B-1

S-1

S-1

B-1

S-1

G - 7

G - 7

G - 7

G - 7

G - 7

2500

7000

41 2 3 5 6

C

B

A

2ND FLOOR FRAMING PLAN

FOUNDATION PLAN

4500

TG-2

7

TG-3

G-1

4500

G-6

G-3

G-2

S-2

S-1

B-1

S-1

G - 7

7

G-2

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

TG-3

G-1

G-3a

S-2

G-6

G - 7

STAIR WELL

S-2 B-2

CB-1

G-2

S-1

B-1

S-1

G-6

G - 7

8

TG-2

8

TG-1

TG-1

TG-1

TG-1

TG-1

S-3

B

C-3

F-3

C-3

F-3

C-3

F-3

C-3

F-3

C-3

F-3

C-3

F-3

C-3

F-3

C-3

F-3

C-3

F-3

TG-2

TG-2

C-2

F-2

C-2

F-2

C-2

F-2

C-2

F-2

C-2

F-2

C-2

F-2

C-2

F-2

C-2

F-2

C-2

F-2

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

G-5

G-4

4500

TG-3

TG-3

TG-3

9

C-3

F-3

C-2

F-2

C-1

F-1

4500

G-3

G-2

G-1

S-2

S-1

B-1

S-1

G-6

11109

4500

G-1

G-3a

S-2

STAIR WELL

S-2B-2

CB-1

G-2

G-5

G-4

TG-2

TG-1



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

BERNADETTE N. AQUINO

STRUCTURAL CONSULTANT, PFSED-DepED

S-14MAXIMO M. CALBANG


OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

ROOF DECK FRAMING PLANSCALE :

TYPICAL SLAB ELEVATION

MIDSPAN

S C H E D U L E OF S L A B SREBAR SPACING ALONG SHORT DIRECTION

LEVEL

LEVEL

FLOOR

SECOND

REBAR

S-2

SLAB

MARK

S-1

100

100

NESS

THICK-

in mm

200

300

LEFT SUPPORT

TOP

10Ø

SIZE

10Ø

-

TOP

-

300

BOTT.

300

in mmin mm

B

S-2

S-2

A

REBAR SPACING ALONG LONG DIRECTION

REBAR

BOTT.

300

300

SIZE

10Ø

10Ø

300

BOTT.

300

TOP

300

RIGHT SUPPORT

200 300-250 300

MIDSPAN

-300

TOPBOTT.

300

TOP

LEFT SUPPORT

300

BOTT.

in mmin mm

TWO-WAY

TWO-WAY

REMARKS

250 300

RIGHT SUPPORT

BOTT.

300300

TOP

1:100 M.

BOTTOM BAR

TOP BAR

L1/6

L1

L1/3TOP BAR

L2/5L1/5 BOTTOM BAR

L2/3L1/3

L2

SCHEDULE OF SLAB

ROOF DECK FRAMING PLAN

45004500 4500

RG-1

RG-1RG-1

2500

RG-2

RG-1

RG-1

RG-1

RG-1

RG-1

RG-1

RG-1

RG-1

RG-2

RG-1

RG-2

T-1

RG-2

RG-1

T-1

4500 4500

RG-1

RG-1

RG-1

RG-2

RG-1

41 2 3

C

B

A

7000

T-1

T-1

T-1

11

RG-1

RG-1

WITH Ø10 SAGRODS @ MIDSPAN

SPACED @ 750 mm O.C

LC-120x40x20x2.0 PURLINS

BRACINGS

Ø12mm CROSS

4500

RG-1

RG-1

RG-1

RG-1

RG-2

T-1

RG-2

RG-1

T-1

4500

65

RG-1

RG-1

4500

RG-1

RG-1

RG-1

RG-2

RG-1

T-1

74500

RG-1

RG-1

RG-1

RG-1

RG-2

T-1

10

RG-1

RG-2

T-1

8

RG-1 RG-1

4500

RG-1

RG-1

RG-1

RG-1

RG-2

T-1

9



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

DETAIL OF TIE BEAMNTS

TYPICAL BEAM ELEVATIOND

S-3

S-3

E TYP. FOOTING DETAILSCALE NTS

S-3SCALE

A

TIE BEAM

(SEE SCHEDULE)

100

NGL

PLAN

W

L

100

X-BARS

L

SECTION

NGL

t

D

Y-BARS

100 mm THICK

GRAVEL BEDDING

X-BARS

Y-BARS

D

2D

L1

ONLY IN THIS PORTION

LAP SPLICES ARE ALLOWED

2-Ø12mm SIDE BARS

L2

L2/5

2D

L2/3

L2/5

2D

L2/3

ONLY IN THIS PORTION

LAP SPLICES ARE ALLOWED

L3

L2/5

L3/3

2D

L3/6

2D

L3/3

DET. OF FOOTING, TIE BEAM & COLUMN

DET. STAIR ON GRADE, RAMP & BEAM

DETAIL OF STAIR ON GRADE1 : 25M

S-3SCALE

B DETAIL OF RAMPS-3

SCALE

C

1 : 50M

WIDTH

S C H E D U L E O F F O O T I N GFOOTING DIMENSIONS (mm)

(W)

2100

MARK

FOOTING

LENGTH

(L)

F-3

F-2

F-1

2300

1400

11 - 16mmØ 1500 300 SQUARE FOOTINGSQUARE FOOTING

12 - 16mmØ

DEPTH

(D)

1500

1500

300

300

(t)

ThicknessBAR YBAR X

REINFORCEMENT

SQUARE FOOTINGSQUARE FOOTING

SQUARE FOOTINGSQUARE FOOTING

REMARKS

7 - 16mmØ

2100

2300

1400

11 - 16mmØ

12- 16mmØ

7 - 16mmØ

10 11NOSING BAR

1-Ø10

4-Ø10 CONT. BARS

Ø10 @250

CUT BARS

400

125

100

125

Ø10 SPACED

AS SHOWN

Ø10 @250

MAIN BARS

Ø10 @250

CUT BARS

125

Ø10 300mm TEMP

BARS BOTHWAYS

Ø10mm

ROOF DECKLEVEL

2ND FLOOR LEVEL TO

FOUNDATION LEVEL TO

2ND FLOOR LEVEL

LEVEL

MAIN BAR: MAIN BAR:MAIN BAR:

350

150mm TO CENTER

1@50, 8@75, REST @

MAIN BAR:

TIES : Ø10 mm

8-Ø16mm

350

1@50, 8@75, REST @

150mm TO CENTER

8-Ø16mm

TIES : Ø10 mm

350

150mm TO CENTER

1@50, 8@75, REST @

MAIN BAR:

14-Ø20mm

TIES : Ø10 mm

150mm TO CENTER

1@50, 8@75, REST @

350

8-Ø20mm

TIES : Ø10 mm

350

150mm TO CENTER

1@50, 8@75, REST @

MAIN BAR:

12-Ø20mm

TIES : Ø10 mm

350

150mm TO CENTER

1@50, 8@75, REST @

8-Ø20mm

TIES : Ø10 mm

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

350

350

C-1

350

350

C-2

350

350

C-3

BEAM

DIMENSIONS

G-7

2ND FLOOR LEVEL

250

TG-2BEAM

TIE

300BEAM

STAIR

STB-2

STB-1

TG-3

200

200

300

LEVEL

ROOF

CB-1

B-1

B-2

200

200

200

RG-1

TG-1

RG-2

300

200

200

BEAMFLOOR

LEVEL MARK ( in / mm )

G-2

G-3a

G-4

G-6

G-5

G-3

G-1

b

200

200

200

200

250

200

200

35 1@50, 8@100, REST@20023 6500 5Ø20mm

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

1@50, 8@100, REST@200

23500 4Ø20mm

4

3

2

500 Ø16mm

Ø16mm400

500 Ø20mm

22

22

2 2

4

4

2

2

3

5

400 Ø16mm

400

400

Ø16mm

Ø16mm

400 Ø16mm

500 Ø20mm

500 Ø16mm

42

22

22

22

22

23

342

4

3

2

4

4

2

2

2

2

4

4

2

2

4

4

2

2

4

2

2

3

2

2

2

2

3

3

S T I R R U P S

Ø10mm

1@50, 6@100, REST@200

1@50, 8@175, REST@300

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

(UNLESS NOTED OTHERWISE)

MID SPAN

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

3

3

2

2

5

3

2

TOP

REBAR

400 Ø20mm

800

400

400

500

400 Ø20mm

Ø20mm

Ø20mm

Ø20mm

Ø20mm

Ø20mm400

h(mm Ø)

LEFT

222

22

22

22

23

22

2 2

TOPBOTTOM

RIGHT

BOTTOM

3

3

5

5

5

3

2

TOP

2

2

2

2

4

2

2

BOTTOM

2

2

3

3

3

2

2



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

A

2500

BOTTOM CHORD

CONNECTION DETAIL

PURLIN CONNECTION DETAIL

CONNECTION DETAIL

S-4

GSCALE

ANCHOR BOLT

1-Ø10mm A-307

SCALE

E

S-4

FULL WELD

SCALE

D

S-4

TOP CHORD

W-2

W-2

SEE TRUSS ANCHORAGE DETAIL

SAG ROD CONNECTION DETAIL

LC-120x40x20x2.0

1 : 5 M

1 : 5 M

L-2.5x2.5x1/4

PURLINS

SCALE

S-4

I

75

75

1 : 10 M

S-3

J

WASHERS @ EACH END

10mmØ SAG ROD WITH

STANDARD NUTS &

120x40x20x2.0mm

STEEL C-PURLINS

±750mm O.C.

HALF TRUSSCONNECTION DETAILSCALE 1 : 10 M

W-1

6-Ø10x200mm LONG

W-2

W-2

SCHEDULE OF TRUSS MEMBERS

CONNECTION DETAILFULL WELD

6mm GUSSET PLATE (TYP.)

KING POST

1 : 5 M

F

S-4SCALE

TOP CHORD

DETAIL OF T-1S-4

6mm GUSSET PLATE (TYP.)TOP CHORD

SCALE

A

W-2

W-1

W-2

W-2

W-2

W-2

W-2

W-2

WEB MEMBERS

DESCRIPTION

TOP & BOT. CHORDSW-1

MARK

W-2

1 : 25 M

2L-2x2x1/4 STRUTE

S-4

W-2

W-2

W-2

W-1

W-2

W-1

W-2

W-2

2"x2"x3/16"

TYPICAL TRUSS

SCALE

ANCHORAGE DETAIL

1 : 5 M

H

S-4

6mm GUSSET PLATE (TYP.)

FULL WELD

1:5 M

2L

QTY

2"x2"x1/4"

SIZE

2L

F

S-4

1000

W-2

W-2

(FROM LANDING TO1 : 25 M

S-4SCALE

O

S-4

Ø10mm @

1 : 25 M

SPOT DETAILSCALE

3-Ø10mm

300mm o.c.TG-3

100

100

100100 100

TRUSS DIAGRAM, DETAIL OF STAIRDETAILS OF STEEL CONNECTION

SPOT DETAILSCALE

STB-2

P

S-41 : 25 M

2ND/3RD FLOOR LEVEL)

CB-1

A

Ø12 @120

SECTION OF STAIR SLAB

STAIR FRAMING PLAN (TYP.)

SCALES-4

M

B

K

S-4 SCALE

Ø16 @200TEMP BARS

1:25 M

1:50 M

B-2

7000

15 TREADS @ 300mm EACH = 4500mm

4500

DC-1

DN

S-2

STB-2DC-1

STAIR SECTION DETAIL

SPOT DETAIL

Ø16 @ 200

N

MAIN BAR

200mm

L

S-4 SCALE

Ø10 @300

200

4-Ø16mm

DC-1

150mm TO CENTER

1@50, 8@75, REST @

TIES : Ø10 mm

200

MAIN BAR:

1:50 M

TG-3

CB-1

GROUND FLOOR LEVEL

G-3aSTB-2

P

S-4

S-4

O

N

S-4

G-2

2ND FLOOR LEVEL

C

S-4

S-4L

S-45 6

Ø12 @300

2-Ø10

STEP BAR

200

2-Ø10

STEP BAR

200mm

Ø10 @300

2-Ø10

STEP BAR

Ø10 @300

200

Ø12@ 125

STEP BARS

Ø12@ 125 TOP

MAIN BARS

4500

22002200

2150

2150

3200

S-4

M

SEE SCHEDULE OF

S-2 (2ND/3RD LVL)FOR DETAIL OF REIN.CB-1

2834

2856

200

292

168

9500

1000 2-SPAN @1250

2500

2-SPAN @1125

2250

4-SPAN @1187.5

4750

1187

±750

SECTION

PLAN

200

50 50

6mm GUSSET PLATE

BOTTOM CHORD

4-Ø12x300mm LONG

ANCHOR STUDS

200x200x10mm

EMBEDED PLATE

50

100

50

200

6mm GUSSET PLATE

BOTTOM CHORD (FULLYWELDED TO BASE PLATED)

4-Ø12x250mm LONG

ANCHOR STUDS

200x200x10mm BASE

PLATE

COLUMN OR BEAM

5050

200

50 50 5050



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED

D





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

GENERAL NOTES

SINGLE LINE DIAGRAM

LEGEND

LOAD SCHEDULE

RISER DIAGRAM

- VIBRATING BELL OUTLET

- FIRE ALARM STATION OUTLET

- EXHAUST FAN OUTLET, SINGLE, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

TOTAL

PANELBOARD:

MAIN :

AF

WIRE & CONDUIT SIZEVACKT.

LOAD SCHEDULE

ATPOLEVOLT

DESCRIPTIONNO. LOAD

IL @ 80% D.F. = x 80% x 1.25 =

CIRCUIT BREAKER

230 V

FEEDER:

PROTECTION: 100 AT, 100 AF, 2P, 230 V

2-30mm² THW IN 32mmØ C 54.5 A12540

14680

100AT, 100AF, 2P, 230V

LP

f. FIRE ALARM & VIBRATING BELL - 0.30 M BELOW CEILING LINE

e. PUSH BUTTON OUTLET - 1.20 M ABOVE FINISH FLOOR

d. FIRE ALARM STATION OUTLET - 1.50 M. ABOVE FINISH FLOOR

c. PANELBOARD - 1.50 M ABOVE FINISH FLOOR

b. CONVENIENCE OUTLET - 0.30 M ABOVE FINISH FLOOR.

a. LIGHT SWITCH - 1.20 M ABOVE FINISH FLOOR

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

7.

6.

5.

4.

3.

GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL

CODE REQUIREMENT.

ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED TYPE FOR THE PARTICULAR LOCATION AND

PURPOSE OF USAGE.

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

ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE "THW" UNLESS OTHERWISE INDICATED IN THE

PLAN. THE MINIMUM SIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE 3.5mm² AND INSULATED

FOR 600 VOLTS. SMALLEST RACEWAY SHALL BE 15mmØ TRADE/NOMINAL SIZE. I

WIRING METHOD SHALL BE AS FOLLOWS :

a. FEEDERS AND RISERS - INTERMEDIATE METALLIC CONDUIT

b. LIGHTING, POWER RECEPTACLE - POLYVINYL CHLORIDE CONDUIT SCH. 40

BRANCH CKT., & AUXILIARY

2.

1.

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

ALL 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 DONE UNDER THE IMMEDIATE SUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER.

GENERAL NOTES

2

DESCRIPTION

LEGEND

F

SYMBOL

- CEILING FAN OUTLET

- 2 x 40 WATTS FLUORESCENT LAMP

- CEILING LIGHT OUTLET

a

cdeS

3W S

S/S

Sab

Sf

S EF

LP

EF

- PANELBOARD

- HOMERUN DIRECT TO PANELBOARD

- CKT. BREAKER, RATING AS INDICATED

- THREE GANG DEVICE SWITCH

- THREE WAY DEVICE SWITCH

- TWO GANG DEVICE SWITCH

- ONE GANG DEVICE SWITCH

- FAN CONTROL SWITCH

- EXHAUST FAN SWITCH

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- RACEWAY CONDUIT CONCEALED IN CEILING

FA

- PUSH BUTTON

- FIRE ALARM CONTROL PANEL

- ENCLOSED AIR CIRCUIT BREAKER

B

B

F

M

- FIRE ALARM BELL

- SERVICE METER

- SERVICE ENTRANCE

16mmØx2400mm

#14MM² BARE COOPER WIRE

2

4

6

8

10

12

14

1615

13

11

9

7

5

3

1

20

20

20

20

20

20

20

20

PANEL LP

20

20

20

2020

20

20

20

GROUND TERMINAL

COPPERWELD

GROUND ROD

150AT, 225AF, 2P, 230V AC

SINGLE LINE DIAGRAMNOT TO SCALE

1 CONVENIENCE OUTLET - 7x180w1260 230 2 20 50 3.35mm² THW IN 15mmØ C

10 S P A R E 1500 230 2 20 50




LIGHTING OUTLET 13x100w

6 LIGHTING OUTLET 15x100w 1500 230 2 20 50 3.35mm² THW IN 15mmØ C



IN RSC

2-3.5mm² THW15mmØ

15mmØ

2-3.5mm² THWIN RSC

IN RSC

3-3.5mm² THW15mmØ

32mmØ

2-32mm²THW

32MMØ

OVERHEAD SERVICE ENTRANCE

CONNECTED TO 220V AC, 1Ø, 2 WIRE, 60Hz FITTED WITH

TYPE "F" CONDULET

TO SIMILAR OUTLET

@ SECOND FLOOR

& THIRD FLOOR 2ND FLOOR LINE

BUILDING WALL

B

TO NEAREST C.O.

VIBRATING BELL

B

TO LINE SIDE OF LP

IN RSC

F

FA

1500 mm 230V, 2P

ENCLOSED ACB

RATING: 20AT, 50AF,

IN 15mmO C

2

GROUNDING ROD COPPERWELD

16MMO x 240MM LENGTH

1-8.0mm BARE COPPER WIRE

KWHR METER

FIN. GRADE LINE

GROUND FLOOR LINE

ELECTRICAL

RISER DIAGRAM

METERING CONDUIT

1800 mm

NOT TO SCALE

FIRE ALARM

EXHAUST FAN 1x180w5 1480 230 2 20 50 3.35mm² THW IN 15mmØ C

10 S P A R E 1500 230 2 20 50



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



E-13MAXIMO M. CALBANG


OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

SD

SINK COUNTER

UP

RAMP

UP

A

C

B

1

S

S

2

k

ii

i

j

j

EF

Sklm

URINAL

SINK COUNTER

UD

STO.

UP

UP

RAMP

S

S

S

10 11

2

p

LP

7

q

q

rr

s s

EF

2 2

2 2

F

S S

2

l

a

a

b

b

ab F

Snop

GROUND FLOOR LIGHTING LAYOUTSCALE : 1 : 100 METERS

SECOND FLOOR LIGHTING LAYOUTSCALE : 1 : 100 METERS

LIGHTING LAYOUT

2 3 4 5 6 7 8 9

98765432

UP

A

1

C

B

DN

UP

DN

LP

6

kjihg

Sef SfScd SfSfSab

22

LP

7

FFF

2 2 2 2 2 2

2 2 2 2 2 22

Sghi

Sjk

2

S

2

S

LP

6

LP

5



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

GROUND FLOOR POWER LAYOUTSCALE : 1 : 100 METERS

SECOND FLOOR POWER LAYOUTSCALE : 1 : 100 METERS

POWER LAYOUT

DN

UP

DN

B

C

1

A

UP

2 10 11

SD

SINK COUNTER

UP

RAMP

UP

A

C

B

1

URINAL

SINK COUNTER

UD

STO.

UP

UP

RAMP

10 11

BB

BB

TO C.O.

TO F.A.

ENCLOSED AIR CIRCUIT BREAKER RATING

230V 2P 100AT 100AF TO LINE SIDE OF

PANEL

OVERHEAD SERVICE ENTRANCE REFER

TO RISER DIAGRAM

LP

2

LP

1

2 3 4 5 6 7 8 9

3 4 5 6 7 8 9

LP

4

LP

3



NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

OUTLET

ROOF DRAIN LAYOUTSCALE : P-1

2

1 : 100 METERS

9000

4500

7000

2500

4500

9000

1 32

4500 4500

9000

4500

4 5

4500

6 7

4500

8 9 10 114500600 9000

4500

4500 600

LN. OF STRUCTURE

RD

RD

1000

1000

B

C

A

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

ROOF DRAIN LAYOUT , PLUMBING RO-IN LAYOUT

PLUMBING RO-IN LAYOUTSCALE : P-1

1

1 : 100 METERS

DS

CLASSROOM

75mmØ PVCVDS

CB

HB75mmPVCDS

FD

CB 150mmØ CDP

150mmØ CDP

4 5 6

20mm

Ø GI

CWL

150m

mØ C

DP

150mmØ CDP TO MAINDRAINAGE SYSTEM

CB

C

B UP

UP

RAMP

75mmPVCDSFD

75mmPVCVSTR

100mmĐ PVCSP

12mmØ GICWL

50mm

PVCS

P

WC

100m

mØ P

VCSP

50mmØ PVCVRRISER

12mmØ GICWL

50mmØ PVCVTW

STO.

LAV

WC

FD

12m

mØ

GICW

L

A WC

CB

5

0

m

m

P

V

C

V

S

T

R

1

CO

50mm

PVCS

P

CO

12m

mØ

GICW

L

CS

FD CO

75mmØPVCDS

50mm

PVCW

P

SS

150mmØ CDP

32

100mmĐ PVCSP

75mmPVCVSTR

20mm

Đ GICW

L

38mmØ GICWL

38mmØ GICWL TO MAIN

WATER SYSTEM

UP

RAMP

150mmØ CDP TO MAINDRAINAGE SYSTEM

UP

75mmØ PVC PIPE (VSTR)75mmPVCDS

100mm� PVCSP

CO

SEPTIC TANK OUTLET

50mmPVCVSTR RISER

50m

mĐ

PVC

WP

100m

mĐ

PVC

SP

12mmĐ GICWL

12mmØ GICWL CS

CO

FD

12mm

Đ GICW

L

CV

STO.

WC

LAVFD

CO

100m

mĐ

PVC

SP

100CO

75mmĐ PVCDS

UD

100mmĐ PVCSP

CB

WC

CO

5

0

m

m

P

V

C

V

S

T

R

5

0

m

m

P

V

C

V

S

T

R

11

75mmPVCDS

75mmØ PVC PIPE (VSTR)

50mmØ PVCVTW



EMEC

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

ELIAS M. EMEL B. CUBA II

ENGINEER III, PFSED-DepED

P-13MAXIMO M. CALBANG


OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

PLUMBING RO-IN LAYOUTSCALE : P-1

1

1 : 125 METERS

DS

CLASSROOM

75mmØ PVCVDS

CB

HB

75mmPVCDS

FD

CB

150mmØ CDP

150mmØ CDP

4

5

6

DS

CLASSROOM

75mmØ PVCVDS

CB

HB

75mmPVCDS

FD

CB

150mmØ CDP

150mmØ CDP

3

4

20mmØ GICWL

150mmØ CDP

150mmØ CDP TO MAIN

DRAINAGE SYSTEM

CB

C

B

UP

UPRA

MP

7

5

m

m

P

V

C

D

S

FD

75mmPVCVSTR

100mmØ PVCSP

12mmØ

GICWL

50mmPVCSP

WC

100mmØ PVCSP

50mmØ PVCVR

RISER

12mmØ

GICWL

50mmØ

PVCVTW

STO.

LAV

WC

FD12mmØ

GICWL

A

WCCB 5

0mmPVCVSTR

1

CO

50mmPVCSP

CO 12mmØ GICWL

CSFD

75mmØ

PVCDS

50mmPVCWP SS

150mmØ CDP

3

2

100mmØ PVCSP

75mmPVCVSTR

20mmØ GICWL

DS

CLASSROOM

75mmØ PVCVDS

CB

HB

75mmPVCDS

FD

CB

150mmØ CDP

150mmØ CDP

9

10

DS

CLASSROOM

75mmØ PVCVDS

CB

HB

75mmPVCDS

FD

CB

150mmØ CDP

150mmØ CDP

7

8

75mmPVCDS

FD

CB

38mmØ GICWL

38mmØ GICWL TO

MAIN WATER SYSTEM

UPRA

MP

150mmØ CDP TO

MAIN DRAINAGE

SYSTEM

UP

75mmØ PVCVDS

CB

75mmØ PVC

PIPE (VSTR)

75mmPVCDS

100mmØ PVCSP

CO

SEPTIC TANK

OUTLET

50mmPVCVSTR

RISER

50mmØ PVCWP

100mmØ PVCSP

12mmØ GICWL

12mmØ GICWL

CS

COFD

12mmØ GICWL

CVSTO.

WCLAV

FD CO

100mmØ PVCSP

100CO

75mmØ

PVCDS UD

100mmØ PVCSP

CB

WC

CO

50mmPVC

VSTR

50mmPVC

VSTR

50mmØ PVCVTW

11

75mmPVCDS

75mmØ PVC

PIPE (VSTR)

TWO STOREY

EIGHT (8) CLASSROOM


EMEC

MMC

LGP

LUIS G. PURISIMA


PFSED-DepED



P-23

MAXIMO M. CALBANG

PDO III, PFSED-DepED

ISOMETRIC VIEW



EMEC

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :

CB CATCH BASIN

CDP CONCRETE DRAIN PIPE

CO CLEAN OUT

CV CHECK VALVE

HB HOSE BIBB

FD FLOOR DRAIN

GICWL GALVANIZED IRON COLD WATER LINE (SCH. 40)

GV GATE VALVE

MH MANHOLE

PVCDP POLYVINYL CHLORIDE DRAIN PIPE

LAV LAVATORY

WC WATER CLOSET

UD URINAL DRAIN

RD ROOF DRAIN

GICWR GALVANIZED IRON COLD WATER RISER (SCH. 40)

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

PVCSP POLYVINYL CHLORIDE SOIL PIPE

PVCVAC POLYVINYL CHLORIDE VENT. ACROSS CEILING

PVCVP POLYVINYL CHLORIDE VENT. PIPE

PVCVS POLYVINYL CHLORIDE VENT STACK

PVCVTR/W POLYVINYL CHLORIDE VENT TROUGH ROOF/WALL

PVCWP POLYVINYL CHLORIDE WASTE PIPE

PVCWS POLYVINYL CHLORIDE WASTE STACK

PIPE CLEAN-OUTSCLEAN-OUTS ARE REQUIRED UNDER THE F0LLOWING CONDITIONS:a) EVERY CHANGE OF HORIZONTAL DIRECTION EXCEEDING TWENTY TWOAND ONE-HALF DEGREES (22 1/2°).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.

THE DIGESTION CHAMBER OF SEPTIC VAULT MUST BE WATERPROOFED.

NO SEPTIC VAULT SHALL BE CONSTRUCTED UNDER THE BUILDING.

1.

2.

3.

1.4.

5.

7.

8.

6.

2500

250

VAR.

749

375

4750

6250

7000

375

SCALE :

1

P-3

SEPTIC TANK DETAIL1:40 Mts.

2503

13624

MH

375

6250

7000

375

1500

MH

375

9999375

1% SLOPE

NGL

MH

WATER

LEVEL

LEACHING

GRAVEL BED

CHAMBER

AIR SPACE

INLET

DIGESTIVE CHAMBER

MH

125

375

SCALE :

5

P-3

CATCH BASIN DETAIL SECTION1:20 MTS.

WATER LEVEL

i. LIVE LOAD_________________ 1000Pa

4. ASSUMED ALLOWABLE BEARING CAPACITY Y = 100KPa

FOR BARS SMALLER THAN 16mmØ

fm' =6.90 MPa, fm = 2.41 MPa 2. CONCRETE MASONRY UNITS (LOAD BEARING CHB)

a. FOR FOOTING, BEAMS AND SLABS

WATER TABLE IS 1500 BELOW GROUND LEVEL.

fy = 230 MPa

1. CONCRETEii ALLOWABLE STRESSES

3. REINFORCING STEEL BARS

fc'' = 20 MPa

NOTE:

DESIGNCRITERIA

PLUMBING NOTES:

LEGEND:

375375 2500

1500

1750 375375

375

1500 500500 3750 3750375 3751750

125

125

2250

2250

375 10000

AIR SPACE

OUTLET

P-3

2

NGL

SCALE :

2

P-3

SECTION DETAIL1:40 Mts. SCALE :

3

P-3

SECTION DETAIL1:40 Mts.

100

CDP

OUTLET

CDP

INLET

INLET OUTLET

100

100

700

75

150400150

700

400

150

150

150400150

700

SCALE :

5a

P-3

DETAIL PLAN1:20 M

2% SLOPE50

502% SLOPE

600 min.

(VARIABLE)

50

600

50

50 50

100

100 250250

3-10mmØ (E.W.)

10mmØ BAR HANDLE

SCALE :

4

P-3

MANHOLE COVER DET.1:10 Mts.

P-3

3

SCALE :

5b

P-3

DETAIL SECTION1:20 M

CS COUNTER SINK

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

SEPTIC TANK, CATCH BASIN & COVER DETAIL, LEGEND,NOTES & DESIGN CRITERIA

13625

3999

749

375

249

5375

S-1a S-1a

125 (TYP.)

150mm THK. CHB

GRADES OF HORIZONTAL PIPINGS RUN ALL HORIZONTAL PIPINGS IN PERPECT ALIGNMENT AND AT A FORM GRADENOT LESS THAN TWO PERCENT (2%)

CHANGE IN DIRECTION ALL CHANGE IN DIRECTION SHALL BE MADE BY APPROPRIATE USE OF FORTY-FIVE DEGREES (45°)WYES, LONG SWEEP QUARTER BEND, SIXTH-EIIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF FLOW IS FROMHORIZONTAL TO VERTICAL A SINGLE 1/8 BEND COMBINATION MAYBE USED ON VERTICAL STACKS AND SHORT QUARTERBENDS MAYBE USED ON WASTE LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES.

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

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

ALL PLUMBING WORKS SHALL BE UNDER THE SUPRVISION OF A LICENSED MASTER PLUMBER AND A LICENCED PLUMBINGCONTRACTOR.

100mm THK.+FIN. SLAB w/10mmØ REBARS@200mm OC BENT UP 2 OUT OF 3 AT L/4 FROMFACE SUPPORT BOTHWAYS

150x300mm RC BEAM w/2-16mmØ TOP ANDBOT. REBARS & 10mmØ STIRRUPS 1@50,3@100, REST @300mm OC

PLASTERED w/WATERPROOFINGCOMPOUND OR APPLY ONE FACEBITUMEN TAR

WALL REINFORCEMENT 10mmØ VERT. &HOR. BAR @200mm OC BW

100mm THK. SLAB w/ 10mmØ REBARS@300mm BOTHWAYS

100mm THK. + FIN. SLAB w/100mmØBENT UP 2 OUT OF 3 @L/4 FROM FACESUPPORT BW

AIR SPACE

PLASTERED w/WATERPROOFINGCOMPOUND OR APPLY ONE FACEBITUMEN TAR

WALL REINFORCEMENT 10mmØ VERT. &HOR. BAR @200mm OC BW

100mm THK. SLAB w/ 10mmØ REBARS@300mm BOTHWAYS

INLETS

S-1a 100mm THK. + FIN. SLAB w/ 100mmØREBARS @300mm OC BENT UP 2 OUT OF 3 @L/4FROM FACE SUPPORT BOTHWAYS

2-100mmØ EXTRA BARS TOP/BOT. ONTWO PARALLEL SIDE

S2 100mm THK. + FIN. SLAB w/10mmØ REBARS @300mm OC BENT UP2/3 OUT @L/4 FACE SUPPORT ANDSHORT SPAN 10mmØ TEMP. BARS@300mm EW

INLET

500

DRAINAGE PIPE

150mm THK. CHB w/100mmØ REBARSHOR. @2-LAYER VERT. @600mm OC.



EMEC

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

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