150mm thk. chb wall district/city ... -...

A-1 PERSPECTIVE VIEW & TABLE OF

CONTENTS

A-2 GROUND, SECOND FLOOR, ROOF, REFLECTED CEILING PLANS

A-3 LONGITUDINAL, CROSS SECTION,

FRONT, REAR, RIGHT, LEFT SIDE ELEV.

A-4 LEFT SIDE ELEV., SCHED. OF

DOORS & WINDOWS, BALCONY

RAILING, EAVES,

VENT., & RAMP DETAILS

A-5 TOILET, CONC. COUNTER, SUN BREAKER DETAILS

A-6 STAIR, HANDRAIL DETAILS

1

A-1 SCALE : N T S

PERSPECTIVE VIEW & TABLE OF CONTENTS

S-1 FOUNDATION, SCHEDULE OF SLAB 2ND FLOOR & ROOF FRAMING PLAN

S-2 DET. STAIR ON GRADE, RAMP &

BEAM, FOOTING/TIE BEAM/COLUMN DETAIL

S-3 TRUSS DIAGRAM, STAIR DET. DETAILS OF STEEL CONNECTION

E-1 GEN. NOTES, LEGEND, LOAD

SCHEDULE, RISER DIAGRAM, SINGLE LINE DIAGRAM

E-2 POWER LAYOUTS(GRND & 2ND FLR) LIGHT'G LAYOUTS(GRND & 2ND FLR)

P-1 PLUMBING RO-IN LAYOUT, ROOF DRAIN LAYOUT & ISOMETRIC VIEW

P-2 SEPTIC TANK, CATCH BASIN DETAILS

LEGEND, NOTES & DESIGN CRITERIA

RAILING (SEE DETAIL)

7000

2500

150mm THK. CHB WALL

PLASTER AND PAINT FIN.

ROOF LINE

WF1

675

CONCRETE SUNBREAKER

REPUBLIC OF THE PHILIPPINES

OFFICE OF THE CITY/MUNICIPALENGINEER/BUILDING OFFICIAL

DISTRICT/CITY/MUNICIPALITY

LAND USE & ZONING

TABLEOF

CONTENTS

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

SANITARY

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

SANITARY

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA

HEAD, PLANNING AND DESIGN UNIT

PFSED-DepED

NATHANIEL Q. MENDOZA

ARCHITECT III, PFSED-DepED

MAXIMO M. CALBANG

PDO III, PFSED-DepED UNDERSECRETARY

RAMON C. BACANI

DepED

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 PHYSICAL FACILITIES AND SCHOOLS ENGINEERING

DIVISION 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

NOI SI VI DGNI

REENIG

NESLOOHCSDNASEITILICA F

L ACI SYHP

APPROVED BY :

SCALE : A-2

3

1 : 100 METERS

SCALE :

2

A-2 1 : 100 METERS

1

A-2 SCALE : 1 : 100 METERS

4


2500

7000

UP

GROUND, SECOND FLOOR, REFLECTED CEILING &ROOF PLAN

UP

850

7000

4776

1100

1

A-3

800

W-3

D-2

HCR

D-3

HE

D-4

D-3

D-4

SHE

UP

RAMP

2

A-4

FD FD

9500


2500

WF1

150mm THK. CHB WALL


LN. OF SUNBREAKER

A-3

1

7000

675

9000

4500 4500

1

DEP.

25mm

W-2W-2

25mm

DEP.

D-1D-1

CLASSROOM

W-1

FL1

W-1

WF1

FD FD

DEP.

25mm

W-2W-2

25mm

DEP.

D-1D-1

CLASSROOM

W-1

FL1

W-1

WF1

FD FD

9000

4500 4500

1

4500

800

1100

FL-1

CLASSROOM-

4500

9000

4500

3


7000

2500

150mm THK. CHB WALL


ROOF LINE

WF1

675

CONCRETE SUNBREAKER

C O R R I D O RFL1

25mm

DEP.

25mm

DEP.

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

CHALKBOARD

WF1

W-1W-1

FD FD

25mm

DEP.

25mm

DEP.

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

CHALKBOARD

WF1

W-1W-1

FD FD

FL-1

CLASSROOM-

4500

9000

4500

4

C O R R I D O RFL1

4500

WF1W-1

LANDING

dn.

CONCRETE

SUNBREAKER (SEEDETAIL)

600

FDFD

1

A-3

1000

1000

600

1

A-3

4500

9000

4500

4500

9000

4500

4500 600

6mm THK. MARINE PLYWOOD CEILING

w/GROOVE ON 50x50mm CEILINGJOISTS (PAINT FIN.)

CEILING VENT. (SEEDETAIL)

6mm THK. ORD PLYWOOD CEILING

w/6mm GROOVE ON 50x50mmCLEILING JOISTS (PAINT FIN.)

LIGHTING FIXTURE

GA.24 PLAIN G.I. GUTTER

ON 12x300mm THK.

FIBER CEMENT FASCIA

BOARD

RD

RD

RD

RD

RD

RD

RD

RD

4500

9000

4500

4500

9000

4500

GA.26 PLAIN. G.I.

SHEET GUTTER

PAINT FINISH

GA.26 CORR. G.I.

SHEET ROOFING

PAINT FINISH

GA. 26 PLAIN G.I. SHT.

RIDGE ROLL PAINT FIN.

GA.26 PLAIN. G.I.

SHEET FLASHING ON

12x300mm FIBER

CEMENT FASCIA BOARD

PAINT FINISH

RD

4500

RD

600

7000

2500

1000

RD

LN. OF STRUCTURE

1000

RD

600

7

A-4

FD FD FD FD FD FD

FD FDFD FD FDFD

W-4

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

SEE TRUSS DETAILS

1 : 100 METERS

5


SCALE : A-3

1

FRONT, REAR, RIGHT & LEFT ELEVATIONS

W-2

D-1

W-2

D-1

W-2

D-1

W-2

D-1

3200

6725

SECOND FLOOR LEVEL

GROUND FLOOR LEVEL

325

3200

NAT. GRD. LN.

600

2500

TOP OF ROOF BEAM

APEX LINE OF TRUSS

9000

45004500

D-1W-2

W-2

D-1

W-2

D-1

9000

45004500

32mmØ G.I. PIPE

HANDRAIL w/32mmØVERT. SUPPORT @300mm

O.C. (PAINT FIN.)

100mm THK. CHB RAILING

w/50mmØ G.I. PIPE HANDRAIL(PAINT FINISH)

D-1

W-1

GA.26 CORR G.I. SHEET

ROOFING (PAINT FIN.)

GA.26 PLAIN G.I.SHT.

GUTTER ON 12x300mm

THK FIBER CEMENT

FASCIA BOARD (PAINTFIN.)

4500 600

W-2

D-1

325

6725

600

2500

SECOND FLOOR LEVEL

GROUND FLOOR LEVEL

FIN. GRD. LN.

3200

3200

TOP OF ROOF BEAM

APEX LINE OF TRUSS

W-1

W-3

4500 4500

9000

4500

W-1W-1

W-1W-1

W-1W-1

W-1W-1

4500

9000

4500

TOP OF ROOF BEAM

2500

1000

325

SECOND FLR. LVL.

3200

NAT. GRD. LN.

3200

GROUND FLR. LVL.

6725

SCALE : 1 : 100 METERS

APEX LINE OF TRUSS

9500

7000

2500

1000

GA. 26 PLAIN G.I. SHEET

GUTTER ON 12x300mm

FIBER CEMENT FASCIA BOARD

(PAINT FINISH)

150mm THK. CHB

PLAIN PLASTER

PAINTED FIN.

32mm Ø G.I. PIPE

HANDRAIL WITH 32mmØ

VERT. SUPPORT

@300mm O.C. (PAINTFINISH)

GA. 26 CORR. G.I.

SHEET ROOFING

(PAINT FINISH)

2

A-3

1000

2500

1000

GROUND FLR. LVL.

3200

325

6725

NAT. GRD. LN.

3200

SECOND FLR. LVL.

TOP OF ROOF BEAM

32mm Ø G.I. PIPE

HANDRAIL WITH 32mmØ

VERT. SUPPORT

@300mm O.C. (PAINTFINISH)

1 : 100 METERS

SCALE :

GA. 26 PLAIN G.I.

SHEET GUTTER ON

12x300mm FIBER

CEMENT FASCIA BOARD

(PAINT FINISH)

150mm THK. CHB PLAIN

PLASTER PAINT FIN.

2500

9500

APEX LINE OF TRUSS

7000

GA. 26 CORR. G.I.

SHEET ROOFING (PAINTFINISH)

4

A-3

SCALE : 1 : 100 METERS

6725

325

W-1

CLASSROOM

CLASSROOM

150mm THK.

CHB WALL

PLASTER PAINT

FIN.

CORRIDOR

W-2

2500

538

3200

EXPOSE CEILING

UNDERSLAB 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

2500

50mm GA# 40G.I. PIPE

HANDRAIL

W-1 W-2

6

A-3

1

3

12

A-4

10

A-5

3200

10200

SECOND FLOOR LEVEL

325

GROUND FLOOR LEVEL

NAT. GRD. LN.

3200

600

TOP OF ROOF BEAM

APEX OF TRUSS

2500

EXPOSED CEILING UNDER

SLAB PAINT FIN.

45004500

9000

1

3

45004500

9000

2

4

HE SHE

4500

W-1

LANDING

200x200mm

GLAZED WALL

TILES

W-3

600

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

SCALE :

3

A-3

100

CONCRETE SUN

BREAKER (SEEDETAIL)

PLAIN CEMENT

PLASTER PAINT WALL

FINISH

GA.26 PLAIN G.I.

SHEET GUTTER ON

12x300mm FIBER

CEMENT FASCIA BD.

(PAINT FINISH)

GA.26 CORR. G.I.

SHEET ROOFING

(PAINT FINISH)

600

W-4

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

TOTAL RUN OF RAMP

C O R R I D O R

LONGITUDINAL & CROSS SECTION, DOOR & WINDOW

SCHEDULE, EAVES, VENTILATION, BALCONY &DAMPROOFING DET.

POLYETHYLENE SHEET DAMP PROOFING

TONOT

GRAVEL BEDDING

CONCRETE HOLLOW

BLOCKS

CONCRETE SLAB

SCALE

6

A-4

32mmØ G.I. PIPE


O.C. (PAINT FIN.)

DET. PLAN OF RAMPSCALE 1:50 M

2

A-4

4500

2500

175

1400

1400

1200

5150NON-SKID PLAIN

CEMENT FLOOR

FINISH w/GROOVELINES

3600

RAMP UP

3

A-4

A-4

4

SCALE 1:50 M

DET. ELEVATION OF RAMP

NON-SKID PLAIN

CEMENT FLOOR FINISH

w/GROOVE LINES

700

900

200

32mmØ G.I. PIPE HANDRAIL

w/32mmØ VERT. SUPPORT@1200mm O.C.(PAINT FIN.)

200

700

300

1200

900

3

A-4

SCALE

SPOT DETAIL1:5 M

32 mm Ø G.I PIPE

@ 600mm ON CENTER

DOWELS (PAINTED FIN.)

VERTICAL SUPPORT

PROVIDE 12mmØ STEEL

150

100

100X100 CONCRETE

100

SKIRTING

5

A-4

SCALE :

6mm THK. MARINE PLYWOOD CEILING

ON 50x50mm CEILING JOIST

@600mm BW

CEILING VENT (SEE DETAIL)

75mmØ PVC DOWNSPOUT PAINT

FINISH

BASKET STRAINER

GA#26 GI STRAP

GA#26 G.I. GUTTER ON 12x300mmFIBER CEMENT FASCIA BOARD PAINT

FIN.

ROOF

BEAM

6mm THK. ORD.

PLYWOOD CEILING W/6mm GROOVE ON

50x50mm CEILING

JOIST @600mm BW

(PAINT FIN.)

1000

TOP CHORD SEE STRUCTURAL DETAIL

C-PURLIN (SEE STRUC'L DETAIL)

38mmØ TEKSCREW

SAG ROD SEE STRUCTURAL DETAIL

1 : 40 m.

7

A-4

9

A-4

8

A-4

FR. QUARTER-C

MOULDING CEILING

CONTACT TO CONC.

WALL

6mm THK. ORD.

PLYWD. CEILING

(PAINTED) ON50x50mm CLG. JST.

@600mm OC BW

6mm THK. MARINE

PLYWD. CEILING

(PAINTED) ON50x50mm CLG. JST.

@600mm OC BW

SCALE :

SEE TRUSS DET.

CONC. BEAM

A-4

9 1 : 10 m.

6mm THK. MARINE PLYWOOD

CEILING ON 50x50mm CEILING

JOIST @600mm BW

75mmØ PVC

DOWNSPOUT PAINT

FINISH

GA#26 GI GUTTER PAINT FIN.

GA#26 GI STRAP

12x300mm FIBER CEMENT

FASCIA BOARD FIX W/METALSCREW ON STL. FRAME PAINT

FINISH

COPPER RIVET

38mmØ TEKSCREW

BASKET STRAINER

20x20X2mm ANGULAR BAR

FOR FASCIA BOARD FRAME

COATED WITH PRIMER

GA#26 CORR. G.I.ROOFING SHT. PAINT FIN.

SCALE :

8

A-4

1:10 m.

SCALE :

FR.25x75mm

VENT FRAME

(PAINT FIN.)

50

300

325

6 25

1250 12

25x25mm WOOD VENT.

PROVIDE INSECT SCREEN

6mm THK PLYWOOD

CEILING ON 50x50mm

CEILING JOIST @600mm

OC. BW (PAINT FIN.)

11

A-4 1 : 5 mSCALE :

1175

25x25mm WOOD VENT

300

FR. 25x75mm WOOD

FRAMEPAINT FIN.

PROVIDE INSECT SCREEN

10

A-4 1 : 10 m.

11

A-4

DETAIL SECTIONSCALE 1:10 M

2A

A-1

2

A-4

100

700

200

900

2-32mmØ G.I. PIPE


OC (PAINT FIN.)

12mMØ STEEL DOWEL

EMBEDD IN CONC.

NON-SKID PLAIN CEMENT

FLOOR FIN. w/ GROOVELINES

STAINLESS STEEL

KICKING PLATE

HOLLOW CORE FLUSH TYPE SWING

DOOR W/ MARINE PLYWOOD FACINGINSIDE AND ORDINARY OUTSIDE

COMPLETE W/ HARDWARES ANDACCESSORIES PROVIDE KICK PLATE

TANGUILE PANEL DOOR ON 50X150 MM

THK. YACAL/GUIJO JAMB W/ FIXEDCLEAR GLASS TRANSOM COMPLETE

WITH HARDWARES AND ACCESSORIES

900

300

2400

FFL

CLASSROOM

D-1

2100

D-2

300

TOILET (DISABLED)

2054

800

900 2 EQUAL PARTS = 1400

JALOUSIE WINDOWS WITH CLEAR GLASS BLADES

ON STANDARD ALUMINUM CASING AND FIXED

CLEAR GLASS TRANSOM ON 50X150

YACAL/GUIJO JAMB COMPLETE WITHHARDWARES AND ACCESSORIES

JALOUSIE WINDOWS WITH CLEAR GLASS

BLADES ON STANDARD ALUMINUM CASING

AND FIXED CLEAR GLASS TRANSOM ON

50X150 YACAL/GUIJO JAMB COMPLETE WITHHARDWARES AND ACCESSORIES

SWING DOOR ON 50X100

YACAL/GUIJO DOOR JAMBCOMPLETE WITH HARDWARES

ACCESSORIES

HOLLOW CORE FLUSH TYPE SWING DOOR

W/ MARINE PLYWOOD FACING INSIDE ANDORDINARY OUTSIDE COMPLETE W/HARDWARES AND ACCESSORIES

700

TOILET

D-3

2100

600

TOILET (CUBICLE)

D-4

300

1500

1200

300

300

2400

2400

±1200

14-BLADES

W-1

FFL

900

±1200

14-BLADES

W-2

900

4 EQUAL PARTS = 2500


BLADES ON STANDARD ALUMINUM CASING

ON 50X150 YACAL/GUIJO JAMB COMPLETEWITH HARDWARES AND ACCESSORIES

±635

7-BLADES

4 EQUAL PARTS = 2500

2400

W-3

1765

1

A-1 SCALE :

1:100

BEAM REBARS SEE

STRUCTURAL DETAIL

100

12x12mm GROOVE

675

10mmØ @250mm

ON CENTER

100

SCALE:

12

A-4

1:10 mts.

±635

7-BLADES

2400

1765

4 EQUAL PARTS = 600


BLADES ON STANDARD ALUMINUM

CASING ON 50X150 YACAL/GUIJOJAMB COMPLETE WITH HARDWARES

AND ACCESSORIES

W-4

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

50

175

50

900mm FROM TREAD

STAIR DETAILS

50

900

900

TYPICAL

175

100

50

292

TYPICAL

±168

TYPICAL

LANDING

50

SECOND F.F.L.

146

W A L L

146

250

10050mmØ G.I. PIPE

SCHEDULE 40

(PAINT FINISH)

19mm SQUARE BAR

WELDED TO G.I. PIPE

HANDRAIL @146mm O.C.

50mmØ G.I. PIPE

SCHEDULE 40

(PAINT FINISH)

19 mm SQUARE

BAR ANCHORED

TO THE WALL

(PAINT FINISH)

25x25x2mm ANGULAR

BAR NOSING

168

25

25

2x25x25mm

ANGULAR BAR

NOSING @STEP

12x12x2mm FLAT

BAR STRAP

@600mm O.C.

50mmØ SCH. 40 G.I.

PIPE PAINT FIN.

19mm SQ. BAR

ANCHORED TO THE WALL

(PAINT FIN.)

6mm THK. MARINE PLYWOOD

CEILING ON 50x50mm CEILING

JOIST @600mm BW

75mmØ PVC

DOWNSPOUT PAINT

FINISH

GA#26 GI GUTTER PAINT FIN.

GA#26 GI STRAP

12x300mm FIBER CEMENT

FASCIA BOARD FIX W/METALSCREW ON STL. FRAME PAINT

FINISH

COPPER RIVET

38mmØ TEKSCREW

BASKET STRAINER

20x20X2mm ANGULAR BAR

FOR FASCIA BOARD FRAME

COATED WITH PRIMER

GA#26 CORR. G.I.ROOFING SHT. PAINT FIN.

SCALE :

8

A-4

1:10 m.

TREAD

50mmØ G.I. PIPE SCH.

40 PAINT FIN.

19mm sQUARE BAR WELD

TO G.I. PIPE HANDRAIL

@146mm O.C.

50mm%% G.I. PIPE SCH.

40 PAINT FIN.

19mm SQUARE BAR

WELDED TO G.I. PIPE


ANCHOR @R.C. STAIR


40 PAINT FIN.

19mm SQUARE BAR

WELDED TO G.I. PIPE


100

850

1100

2067

16TREADS @ 292mm EACH = 4672mm

7000

4672

50 292

1:100 mts

2

(GRD FLOOR TO SECOND FLOOR)

SCALE :

1

A-5

1

UP

4

3

10

8

9

6

5

7

11

12

9

A-5


40 w/19mm SQ. BAR@146mm ON CENTER

PAINT FIN.

2200

2328

W-4

19

18

17

16

15

13

14

TOILET

4500

(SECOND FLOOR TO GROUND FLOOR)

SCALE :

7000

2500

2200 2200

100

4672

16 TREADS @ 292mm EACH = 4672mm

DN

12

11

16

14

13

1718

19

15

10


40 w/19mm SQ. BAR@146mm ON CENTER

PAINT FIN.

4500

W-1

LANDING

PLAIN CEMENT STEEL

TROWELL FIN.

1:50 mts

A-5

2

A-5

9

A-5

3

A-5

8

SCALE :

200 11

±168

4672

LAV

787

SHE

295

300

600

HCR

400

2460

WC

±900

292

342

10

9

8

7

6

16 TREADS @ 292 = 4672

1726 5

4

3

2

1

CORRIDOR

200

700

900

50mmØ SCH. 40 G.I.

PIPE HANDRAIL w/19mmSQ. BAR @146mm O.C

45402460

18

146

19

16

15

14

13

12

650100

100CORRIDOR

200

700

900

25007000

337

2863

W-3

1625

2763

17 RISERS @±168 = 2856

3200

325

PLASTER PAINT FIN.

NATURAL GRADE LINE

GROUND FLOOR LINE

200x200mm VITRIFIED

GLAZED WALL TILES

3200

2 RISERS @±168

SECOND FLOOR LINE

ROOF LINE

5mm THK.

FACIAL MIRROR

WC

LANDING

38mmØ STAINLESS

STEEL GRAB BAR

W-1

CS

700

17

3

A-6 1:50 mts.

4

A-6

11

A-5

850

900

146

50

A-5

5

ANCHORED @R.C. STAIR

4

A-5

SCALE : 1:20 mts

A-5

65

A-5

1:20 mtsSCALE :

6

SCALE : A-5 1:10 mts

7

SCALE : A-5 1:20 mts

8

A-5 SCALE : 1:5 MTS

SCALE :

9

A-5 1:20 MTS

SCALE :

10

A-5 1:5 MTS

50

SECOND FLOOR LEVEL

100mm THK CHB RAILING


50mm G.I.PIPE SCH. 40

HANDRAIL w/25mm SQ.BRACKECT @600mm O.C.

PAINT FIN.

200

SCALE: 1:50m

700

C

SCALE: 1:20m

150

50

C

SCALE:

11

A-5

AS SHOWN

W-3

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

TOILET DETAILS, SUNBREAKER &RAMP DETAILS

600

100

COUNTER SINK

800

300

200

600

1710

3mm THK. FACIAL

MIRROR ON AL. FRAMING

200x200mm VITRIFIED

WALL TILES (GLAZED)

CONC. COUNTER

800

600

300

1:20 M

W-3

PLAIN CEM. PLASTERED

PAINT FIN.

PLAIN CEM. PLASTERED

PAINT FIN.

200x200mm GLAZED

WALL TILES

2738

2613

1600

4500

1700100

2688

512

3200

50

300

URINAL

1100

350 350400

1100

700

TOILET

WC

W-3

CLASSROOM LVL.

TOILET LVL.

LANDING LVL.

2ND FLR. LVL.

LANDING

SINK

800

MALE

PLAIN CEMENT PLASTER

PAINT WALL FINISH

200X200 VITRIFIED

CERAMIC WALL

TILES ( GLAZED )

SHE

D-4

HCR

D-3

D-4

HE

D-3

D-2

1100

1700

38mmØ STAINLESS

STEEL GRAB BAR3200

2856

2763

5mm THK. FACIAL

MIRROR

NATURAL GRADE LINE

GROUND FLOOR LINE

PLASTER PAINT FIN.

UNDER SLAB

W-4

1625

200x200mm VITRIFIED

GLAZED WALL TILES

±920

200

12

200

700 400

600

300

HCRSHE

292

342

11

10

9

8

7

6

5

4

3

2

1

168

17

16

15

14

13

50mmØ SCH. 40 G.I.

PIPE HANDRAIL w/19mmSQ. BAR @600mm OC.

LANDING FLOOR LINE

SECOND FLOOR LINE

150mm THK CHB WALL

PLASTER PAINT FIN.

A-5

9

A-5

8

850

850

1100

2680 1820

A-6

2

A-6

3SCALE :

4

A-6

1:20 m.

A-7

4

SCALE :

5

A-6

A-7

6

SCALE :

6

A-6

1:20 m.

SCALE :

3

A-6

1 : 30 m.

SCALE :

2

A-6

1:40 m.

SCALE :

1

A-6

1:30 m.

TREAD

2074

1609 1074

2100

2100

W-4

W-3 W-4

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

2500

4500450045004500 4500

NGL

4500 4500 4500 45004500

FOOTING DIMENSIONS (mm)

F-1

C-1

4500

7000

G - 7

B-1

2500

G-4

G-5

S-1

G-1

S-2

G-6

G-2

4500

S-1

G-3

7000

F-2

C-2

F-1

C-1

TG-1

2500

TG-3

TG-3

100mm THICK

SLAB ON FILL

WITH Ø10mm

SPACED AT 400

BOTHWAYS

F-3

C-3

TG-2

TG-3

S-1

300

BOTT.

300

LEFT SUPPORT

REBAR SPACING ALONG SHORT DIRECTION

CB-1

G - 7

G - 7

G - 7

B-1B-1B-1

SCALE :

B

S-1

S-1

S-2

G-1

G-2

G-6

S-1

S-2

G-2

G-6

G-1

1:100 M.

S-1

S-2

G-2

G-6

G-1

G-2

B-2

S-2

S-2

G-1

FLOOR

LEVEL

LEVEL

SECONDG-4

G-5

100S-2 10Ø 300

in mm

THICK-

NESS

100S-1

MARK

SLAB

10Ø

SIZE

TOP

200

REBAR

4500

4500

4500

S-1

G-3

S-1

G-3

SCALE :

A

S-1

S-1

G-3

STAIR WELL

G-3a

1:100 M.

F-2

C-2

TG-3

TG-3

TG-1

F-1

C-1

F-2

C-2

B

S-2

TG-3

TG-3

F-3

C-3

TG-3

TG-2

F-3

C-3

TG-3

F-1

C-1

F-2

C-2

TG-3

TG-3

TG-1

TG-3

F-1

C-1

F-2

C-2

TG-3

F-3

C-3

TG-3

TG-2

F-3

C-3

TG-3

L1/3

L1/6

D

F-1

C-1

F-2

C-2

TG-1

TG-2

F-3

C-3

7000

2500

RG-1

RG-1

RG-1

T-1

RG-1

RG-2

FOUNDATION, SCHEDULE OF SLAB

LEFT SUPPORT

TOP

300

250

REBAR SPACING ALONG LONG DIRECTION

300300- 300 10Ø

200

RIGHT SUPPORT

TOP

300

BOTT.

in mmin mm

-

TOP

MIDSPAN

300

BOTT.

10Ø

SIZE

REBAR

300300 - 300 300

BOTT.

300

in mmin mm

BOTT. TOP

MIDSPAN

300 -

TOP BOTT.

RIGHT SUPPORT

300250

TWO-WAY

REMARKS

TWO-WAY

FOOTING

1400

2300

F-1

F-2

F-3

(L)

LENGTHMARK

2100

PLAN

RG-1

WITH Ø10 SAGRODS @ MIDSPAN

RG-1

RG-1

Ø12mm CROSS

L2/3

TOP BAR

BOTTOM BAR

L1/3

L1/5 L2/5

BRACINGS

L1

C

S-1 SCALE :

BOTTOM BAR

TOP BAR

SPACED @ 750 mm O.C

L2

1:100 M.

RG-1

RG-1

RG-1

RG-1

RG-1

RG-1

T-1

RG-2

RG-1

T-1

RG-1

RG-2

RG-1

LC-120x40x20x2.0 PURLINS

RG-1

RG-1

RG-1

RG-1

RG-2

T-1

RG-2

T-1

W

L

RG-1

T-1

RG-2

BOTTOM CHORD

BEAM

DIMENSIONS

100 mm THICKL G-7

2ND FLOOR LEVEL

250GRAVEL BEDDING

REINFORCEMENT

Thickness

1400

2300

2100

1500

1500

(D)

DEPTH

1500

(W)

WIDTH

7 - 16mmØ

BAR X

(t)

300

300 12 - 16mmØ

300 11 - 16mmØ

SCALE

E

S-2

7 - 16mmØ

12- 16mmØ

11 - 16mmØ

BAR Y

SQUARE FOOTINGSQUARE FOOTING



SECTION

NTS

REMARKSTG-2

BEAM

TIE

300

BEAM

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

Y-BARS

X-BARS

D

t

NGL

100

Y-BARS

X-BARS

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

(SEE SCHEDULE)TIE BEAM

SCALE

S-2

A

NTS

D

L1

2D

100

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

DET. STAIR ON GRADE, RAMP & BEAM

S-3

GSCALE

ANCHOR BOLT

1-Ø10mm A-307

SCALE

E

S-3

Ø10mm

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

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)

L2/5L2/5L2/5

2-Ø12mm SIDE BARS

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

S-2

D

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

Ø10 @250

4-Ø10 CONT. BARS

L2/3

SCALES-2

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

L2/3

2D

L2

125

B

400

CUT BARS

1 : 25M

2D 2D

L3/3

L3

100

125

125

L3/6

FULL WELD

SCALE

D

S-3

1 : 50MSCALES-2

L3/3

2D

BARS BOTHWAYS

Ø10 300mm TEMP

C

TOP CHORD

W-2

W-2

SEE TRUSS ANCHORAGE DETAIL

LC-120x40x20x2.0

1 : 5 M

1 : 5 M

L-2.5x2.5x1/4

PURLINS

SCALE

S-3

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.

SCALE 1 : 10 M

W-1

6-Ø10x200mm LONG

W-2

W-2

FULL WELD

6mm GUSSET PLATE (TYP.)

KING POST

1 : 5 M

F

S-3SCALE

TOP CHORD

S-3

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"

SCALE

1 : 5 M

H

S-3

6mm GUSSET PLATE (TYP.)

FULL WELD

SECTION

1:5 M

2L

QTY

2"x2"x1/4"

SIZE

2L

F

S-4

1000

W-2

W-2

PLAN

(FROM LANDING TO1 : 25 M

S-3SCALE

O

S-3

Ø10mm @

1 : 25 M

SCALE

3-Ø10mm

300mm o.c.TG-3

100

100

100100 100

TRUSS DIAGRAM, DETAIL OF STAIRDETAILS OF STEEL CONNECTION

SCALE

STB-2

P

S-31 : 25 M

2ND/3RD FLOOR LEVEL)

CB-1

Ø12 @120

SCALES-3

M

K

S-3 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-2

DC-1

Ø16 @ 200

N

MAIN BAR

200mm

L

S-3 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-3

S-3

O

N

S-3

G-2

2ND FLOOR LEVEL

MAIN BARS

Ø10 @250

AS SHOWN

Ø10 SPACED

CUT BARS

Ø10 @250

1-Ø10

NOSING BAR

C

S-4

S-4L

S-3

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

2442

2150

3200

S-3

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

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

±750

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

350

350

C-1

350

350

C-2

350

350

C-3

5050

200

50 50 5050

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

BERNADETTE N. AQUINO

STRUCTURAL CONSULTANT, PFSED-DepED

MAXIMO M. CALBANG


RAMON C. BACANI

DepED

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG

PDO III, PFSED-DepED CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG

PDO III, PFSED-DepED CHIEF, PFSED-OPS

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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

25mm O TYPE "F" CONDULET

LIGHT OUTLET - 6 x 100WEXHAUST FAN OUTLET - 1 x 180W

LIGHT OUTLET - 10 x 100W

S P A R E

CONNECTED TO 220V AC, 1O, OVERHEAD SERVICE ENTRANCE

IL = 6840 = 29.7 A


CONV. OUTLET - 6 x 180W


DESCRIPTION

LOAD SCHEDULE

NOT TO SCALE

RISER DIAGRAM

METERING CONDUIT

GROUND TERMINAL

#8mm BARE COPPER WIRE

COPPERWELD16mm x 2.40m

GROUND ROD

NOT TO SCALE

SINGLE LINE DIAGRAM

20

20 20

20

IO

2

FIN. GRADE LINE

1800

mm

KWHR METER

GROUND FLOOR LINE

OF A DULY REGISTERED ELECTRICAL ENGINEER.

AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY.

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

3.5mm AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL

4. 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

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

- INTERMEDIATE METALLIC CONDUIT

- POLYVINYL CHLORIDE CONDUIT

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

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

1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONSOF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).

THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY

THE ELECTRICAL WORKS SHALL BE UNDER IMMEDIATE SUPERVISION

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. PANELBOARD - 1.50 M ABOVE FINISH FLOOR

e. PUSH BUTTON OUTLET - 1.20 M ABOVE FINISH FLOOR

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

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

230 V AC, 60 Hz.

3. WIRING METHOD SHALL BE AS FOLLOWS :a. FEEDERS AND RISERS

TYPE WITH FACTORY KNOCKOUTS.

b. LIGHTING, POWER RECEPTACLEBRANCH CKT., & AUXILIARY

BE 15mm TRADE/NOMINAL SIZE.IO

2

SCH. 40

GENERAL NOTES

- PANELBOARD

- FIRE ALARM BELL

- PUSH BUTTON

- SERVICE METER

- FIRE ALARM STATION OUTLET

- VIBRATING BELL OUTLET

- FIRE ALARM CONTROL PANEL

- ENCLOSED AIR CIRCUIT BREAKER

- HOMERUN DIRECT TO PANELBOARD

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- CKT. BREAKER, RATING AS INDICATED

- THREE GANG DEVICE SWITCH

- THREE WAY DEVICE SWITCH

- TWO GANG DEVICE SWITCH

- ONE GANG DEVICE SWITCH

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- RACEWAY CONDUIT CONCEALED IN CEILING

- FAN CONTROL SWITCH

- EXHAUST FAN SWITCH


- EXHAUST FAN OUTLET, SINGLE, GROUNDING TYPE

- SERVICE ENTRANCE

60AT, 100AF, 2P, 230V AC

PANEL LP

20 20

B

B

F

FA

M

LP

EF

a

cdeS

3W S

S/S

Sab

Sf

S EF

22-14mm THW

2ND FLOOR LINE

BUILDING WALL

IN 25mmORSC

2 WIRE, 60 Hz FITTED WITH

5

6

230 V

TOTAL

NO.CKT.

1

3

2

4

DESCRIPTION

- CEILING FAN OUTLET

- 2 x 40 WATTS FLUORESCENT LAMP

- CEILING LIGHT OUTLET

LEGEND

F

2

SYMBOL

PANELBOARD: LP

TO NEAREST C.O.

RISER DIAGRAM

LOAD SCHEDULE

SINGLE LINE DIAGRAM

GENERAL NOTES LEGEND

RATING: 20AT, 50AF,

IN 15mmO C

GROUNDING ROD COPPERWELD16MMO x 240MM LENGTH

1-8.0mm BARE COPPER WIRE2

ELECTRICAL

1500

mm

230V, 2P

3-3.5mm THW

ENCLOSED ACB

2

IN 15MMORSC

2

IN 15MMORSC2-3.5mm THW

FA

FIRE ALARM

IN 15MMORSC2-3.5mm THW 2

VIBRATING BELL

CLASSROOM

GROUND FLOOR POWER LAYOUT

B

C

CLASSROOM

TO FAF

B

ENCLOSED AIR CIRCUIT BREAKERRATING: 220 V, 2P, 20AT, 50AFTO LINE SIDE OF LP

OVERHEAD SERVICE ENTRANCEREFER TO RISER DIAGRAM

TO C.O.

B1

LP

M

FA

LP

GROUND FLOOR LIGHTING LAYOUT

SECOND FLOOR LIGHTING LAYOUT


SECOND FLOOR POWER LAYOUT


C

B

2

Sab Sf

a

2

e2

2

b

2

F

2

c

SfScd

2

Sefg2

f

3LP

2

g

4LP

2

d

2

F

S

i

hShi

6

6

CIRCUIT BREAKER

3-3.5mm THW IN 15mm C



WIRE & CONDUIT SIZE



TO SIMILAR OUTLET@ SECOND FLOOR

PROTECTION: 60 AT, 100 AF, 2P, 230 V

2-14mm THW IN 25mm C

TO LINE SIDE OF LP

B

F

B

20

20

20

AT

20

20

20

1400 2230

1500

6840

2230

1080

780

1080

LOADVA

1000

2

2

2

POLE

230

230

230

VOLT

2230

50

50

FEEDER: 2

50

50

50

AF

50

2

2

2

2

2

60AT, 100AF, 2P, 230VMAIN :

CLASSROOM

SCALE :


A

1

A

C

B

2

3 5

4

CLASSROOM

BF

B

2LP

1

2

3 5

4


Aa

1

C

BSab Sf

a

2

Aa

2

b c

2

3

d

S EF EF

4

5

b

2

e2

2

c

SfScd

b

2

F

2

c

Sefg2

f

2

d

5LP

2

g

2

d

F S

2

1 2 3 4 5

6

6

SHEET CONTENTS :

1:100 M

SCALE : 1:100 M

SCALE : 1:100 M

SCALE : 1:100 M

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

TWO STOREYFOUR (4) CLASSROOM

G.I. ROOF SCHOOL BUILDING

VDS

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

VENERANDO D. SAHAGUN

ENGINEER III, PFSED-DepED

E-22MAXIMO M. CALBANG


RAMON C. BACANI

DepED

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED



VDS

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

1000

9000

4500 45004500 4500

9000

7000

2500

1000

LN. OF STRUCTURE

RD RD

600

RD

RD

RD

4500

RD

600

RD

RD

1 : 100 METERS

SCALE : P-1

2

PLUMBING RO-IN LAYOUT, ROOF DRAIN LAOUT,ISOMETRIC VIEW

N T S

SCALE : P-1

3

RD

RD

RD

RD

1 : 100 METERS

SCALE : P-1

2

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

ELIAS M. EMEL B. CUBA II


MAXIMO M. CALBANG


RAMON C. BACANI

DepED

2500

2000

1000

3950

2300

PVCSP TO

NEAREST SEWER

SYSTEM

GV

MGV

150mmØ CDP

TO MAIN DRAINAGE SYSTEM

CB

75mmPVCDS

75mmØ

PVCDS

FD

75mmØ

PVCDS75mmPVCDS

CB

100mmØ

PVCSP

75mmØ

PVCWP

100mmØ PVCSP

100mmØ PVCSP

FD

WC

LAV

CO

50mmØ PVCVTW

RISER

12mmØ GICWL

COCS

FD

WC

50mmØ PVCVTR

RISER

12mmØ GICWL

20mmØ GICWL

12mmØ GICWL

50mmØ PVCVTW

50mmØ PVCVTR

RISER

100mmØ PVCWP

CO

50mmØ PVCVTW

5

0

m

m

Ø

P

V

C

V

T

W50mmØ PVCVTR

50mmØ PVCVTR

SHEHE

HCR

UP

RAMP

UP

SEPTIC TANK

38mmØ GICWL

TO MAIN

WATER SUPPLY150mmØ CDP

ROOF LINE

75mmPVCDS

75mmPVCDS

CLASSROOM

150mmCPD

150mmCPD

CB

CB

150mmØ CDP

75mmØ PVCDS

75mmØ PVCDS

150mmØ CDP


CLASSROOM

150mmCPD

75mmØ

PVCDS75mmPVCDS

CB

CB

75mmPVCDS

75mmØ

PVCDS

FD

150mmCPD

2500

2000

1000

3950

2300

PVCSP TO

NEAREST SEWER

SYSTEM

GV

MGV

150mmØ CDP


CB

75mmPVCDS

75mmØ

PVCDS

FD

75mmØ

PVCDS

75mmPVCDS

CB

100mmØ

PVCSP

75mmØ

PVCWP

100mmØ PVCSP

100mmØ PVCSP

FD

WC

LAV

CO 5

0mmØ PVCVTW

RISER

12mmØ GICWL

CO

CS

FD

WC

50mmØ PVCVTR

RISER

12mmØ GICWL

20mmØ GICWL

12mmØ GICWL

50mmØ PVCVTW

50mmØ PVCVTR

RISER

100mmØ PVCWP

CO

50mmØ PVCVTW

50mmØ PVCVTW

50mmØ PVCVTR

50mmØ PVCVTR

SHE

HE

HCR

UP

RAMPUP

SEPTIC TANK

38mmØ GICWL

TO MAIN

WATER SUPPLY

150mmØ CDP

ROOF LINE

75mmPVCDS

75mmPVCDS

CLASSROOM

150mmCPD

150mmCPD

CB

CB

150mmØ CDP

75mmØ PVCDS

75mmØ PVCDS

150mmØ CDP


CLASSROOM

150mmCPD

75mmØ

PVCDS

75mmPVCDS

CB

CB

75mmPVCDS

75mmØ

PVCDS

FD 150mmCPD

.





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 :

1000

9000

4500 45004500 4500

9000

7000

2500

1000

LN. OF STRUCTURE

RD RD

600

RD

RD

RD

4500

RD

600

RD

RD

1 : 100 METERS

SCALE : P-1

2

PLUMBING RO-IN LAYOUT, ROOF DRAIN LAOUT,ISOMETRIC VIEW

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

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

GRADES OF HORIZONTAL PIPINGS

RUN ALL HORIZONTAL PIPINGS IN PERPECT ALIGNMENT AND AT A FORM GRADE NOT 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 SWEEPQUARTER BEND, SIXTH-EIIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF FLOW IS FROM HORIZONTAL TO VERTICAL A

SINGLE 1/8 BEND COMBINATION MAYBE USED ON VERTICAL STACKS AND SHORT QUARTER BENDS MAYBE USED ON WASTELINE, 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, THE DRILLINGS AND TAPPING

OF HOUSE DRAIN, WASTE OR VENT PIPES AND USED OF SADDLE HUB AND BEND ARE PROHIBITED.

PIPE CLEAN-OUTS

CLEAN-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.

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.

NO SEPTIC VAULT SHALL BE CONSTRUCTED UNDER THE BUILDING.

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

CONTRACTOR.

1.

2.

3.

1.4.

5.

7.

8.

6.

2125

S2 100mm THK. + FIN. SLAB W/10mmØ REBARS @ 300mm O.C.

BENT UP 2/3 OUT AT L/4 FACESUPPORT AND SHORT SPAN AND

10mmØ TEMP BARS @300mm E.W.

S-1a 100mm THK. + FIN. SLAB W/10mmØ REBARS @ 300mm O.C.

BENT UP 2 OUT OF 3 AT L/4FROM FACE OF SUPPORT B.W.

1000

4650

MH

50 (TYP.)

150

2500

2800

150

600

MH

150

3200

150

100mm THK. SLAB W/10mmØ REBARS @

300mm BOTH WAYS 2% SLOPE

100mm THK. + FIN. SLAB W/10mmØ REBARS AT 200mm O.C.

BENT UP 2 OUT OF 3 AT L/4FROM FACE SUPPORT. BOTH WAYS

4650

NGL

MANHOLE

WATER

LEVEL

LEACHING

GRAVEL BED

CHAMBER

PLASTERED W/ WATERPROOFINGCOMPOUND OR APPLY ONE

FACE BITUMEN TAR

AIR SPACE

INLET

150X300mm RC BEAM W/2-16mmØTOP AND BOT. REBARS & 10mmØ STIRRUPS

1@50,3@100, REST @300mm O.C.

DIGESTIVE CHAMBER

MANHOLE

WALLS REINFORCEMENT

10mmØ VERT. & HOR. BAR

@200mm OC BW

300

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. CONCRETE

ii ALLOWABLE STRESSES

3. REINFORCING STEEL BARS

fc'' = 20 MPa

150150 1000

600

700 150150

150

600 200200 1100 1100150 150700

50

50

900

900

150 3200

AIR SPACE

OUTLET

INLET

P-2

2

2-10mmØ EXTRA

BARS TOP/BOT. ONTWO PARALLEL SIDE

100

CDP

OUTLET

CDP

INLET

INLET OUTLET

DRAINAGE PIPE

150MM THK. CHB W/ 10mmØREBARS HOR. EVERY 2-LAYERS

VERT. @600mm O.C.

100

100

700

75

150400150

700

400

150

150

150400150

700

2% SLOPE

50

502% SLOPE

600 min.

(VARIABLE)

50

600

50

50 50

100

100 250250

3-10mmØ (E.W.)10mmØ BAR

HANDLE

P-2

3

CS COUNTER SINK

75mmØ PVCDS

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

350

100

125

1600

DIGESTIVE (W. LEVEL)

INLET

N T S

SCALE : P-1

3

100

2500

2800

150 150

100mm THK. + FIM. SLAB W/10mmØ REBARS @300mm O.C. BW

10mmØ REINF. VERT & HOR.

@200mm O.C BWAYS

WATER LEVEL

100mm THK. + FIN. SLAB W/10mmØ BENT UP 2 OUT OF 3

AT L/4 FROM FACE SUPPORT BW

PLASTERED W/WATERPROOFINGCOMPOUND OR APPLY ONE FACE

BITUMEN TAR

AIR SPACE

INLET

NGLMH

100

VAR

100

25

RD

RD

RD

RD

2500

2000

1000

3950

2300

PVCSP TO

NEAREST SEWER

SYSTEM

GV

MGV

150mmØ CDP


CB

75mmPVCDS

75mmØ

PVCDS

FD

75mmØ

PVCDS75mmPVCDS

CB

100mmØ

PVCSP

75mmØ

PVCWP

100mmØ PVCSP

100mmØ PVCSP

FD

WC

LAV

CO

50mmØ PVCVTW

RISER

12mmØ GICWL

COCS

FD

WC

50mmØ PVCVTR

RISER

12mmØ GICWL

20mmØ GICWL

12mmØ GICWL

50mmØ PVCVTW

50mmØ PVCVTR

RISER

100mmØ PVCWP

CO

50mmØ PVCVTW

5

0

m

m

Ø

P

V

C

V

T

W50mmØ PVCVTR

50mmØ PVCVTR

SHEHE

HCR

UP

RAMP

UP

SEPTIC TANK

38mmØ GICWL

TO MAIN

WATER SUPPLY150mmØ CDP

ROOF LINE

75mmPVCDS

75mmPVCDS

CLASSROOM

150mmCPD

150mmCPD

CB

CB

150mmØ CDP

75mmØ PVCDS

75mmØ PVCDS

150mmØ CDP


CLASSROOM

150mmCPD

75mmØ

PVCDS75mmPVCDS

CB

CB

75mmPVCDS

75mmØ

PVCDS

FD

150mmCPD

1 : 100 METERS

SCALE : P-1

2

SCALE :

1

P-2 1:50 M

SCALE :

P-2

4

1:10 M

5

P-2 SCALE : 1:20 M

SCALE : P-2

5b

1:20 M

P-2

5a

SCALE : 1:20 M

P-2

3

SCALE : 1:50 M

P-2 SCALE :

2

1:50 M

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


RAMON C. BACANI

DepED

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED



MAXIMO M. CALBANG


RAMON C. BACANI

DepED

25mm O TYPE "F" CONDULET

LIGHT OUTLET - 6 x 100WEXHAUST FAN OUTLET - 1 x 180W


S P A R E

CONNECTED TO 220V AC, 1O, OVERHEAD SERVICE ENTRANCE

IL = 6840 = 29.7 A




DESCRIPTION

LOAD SCHEDULE

NOT TO SCALE

RISER DIAGRAM

METERING CONDUIT

GROUND TERMINAL

#8mm BARE COPPER WIRE

COPPERWELD16mm x 2.40m

GROUND ROD

NOT TO SCALE

SINGLE LINE DIAGRAM

20

20 20

20

IO

2

FIN. GRADE LINE

1800

mm

KWHR METER

GROUND FLOOR LINE

OF A DULY REGISTERED ELECTRICAL ENGINEER.

AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY.

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

3.5mm AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL

4. 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

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

- INTERMEDIATE METALLIC CONDUIT

- POLYVINYL CHLORIDE CONDUIT

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

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

1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONSOF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).

THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY

THE ELECTRICAL WORKS SHALL BE UNDER IMMEDIATE SUPERVISION

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. PANELBOARD - 1.50 M ABOVE FINISH FLOOR

e. PUSH BUTTON OUTLET - 1.20 M ABOVE FINISH FLOOR

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

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

230 V AC, 60 Hz.

3. WIRING METHOD SHALL BE AS FOLLOWS :a. FEEDERS AND RISERS

TYPE WITH FACTORY KNOCKOUTS.

b. LIGHTING, POWER RECEPTACLEBRANCH CKT., & AUXILIARY

BE 15mm TRADE/NOMINAL SIZE.IO

2

SCH. 40

GENERAL NOTES

- PANELBOARD

- FIRE ALARM BELL

- PUSH BUTTON

- SERVICE METER

- FIRE ALARM STATION OUTLET

- VIBRATING BELL OUTLET

- FIRE ALARM CONTROL PANEL

- ENCLOSED AIR CIRCUIT BREAKER

- HOMERUN DIRECT TO PANELBOARD

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE


- CKT. BREAKER, RATING AS INDICATED

- THREE GANG DEVICE SWITCH

- THREE WAY DEVICE SWITCH

- TWO GANG DEVICE SWITCH

- ONE GANG DEVICE SWITCH

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- RACEWAY CONDUIT CONCEALED IN CEILING

- FAN CONTROL SWITCH

- EXHAUST FAN SWITCH


- EXHAUST FAN OUTLET, SINGLE, GROUNDING TYPE

- SERVICE ENTRANCE

60AT, 100AF, 2P, 230V AC

PANEL LP

20 20

B

B

F

FA

M

LP

EF

a

cdeS

3W S

S/S

Sab

Sf

S EF

22-14mm THW

2ND FLOOR LINE

BUILDING WALL

IN 25mmORSC

2 WIRE, 60 Hz FITTED WITH

5

6

230 V

TOTAL

NO.CKT.

1

3

2

4

DESCRIPTION

- CEILING FAN OUTLET

- 2 x 40 WATTS FLUORESCENT LAMP

- CEILING LIGHT OUTLET

LEGEND

F

2

SYMBOL

PANELBOARD: LP

TO NEAREST C.O.

RISER DIAGRAM

LOAD SCHEDULE

SINGLE LINE DIAGRAM

GENERAL NOTES LEGEND

RATING: 20AT, 50AF,

IN 15mmO C

GROUNDING ROD COPPERWELD16MMO x 240MM LENGTH

1-8.0mm BARE COPPER WIRE2

ELECTRICAL

1500

mm

230V, 2P

3-3.5mm THW

ENCLOSED ACB

2

IN 15MMORSC

2

IN 15MMORSC2-3.5mm THW

FA

FIRE ALARM

IN 15MMORSC2-3.5mm THW 2

VIBRATING BELL

CLASSROOM


B

C

CLASSROOM

TO FAF

B

ENCLOSED AIR CIRCUIT BREAKERRATING: 220 V, 2P, 20AT, 50AFTO LINE SIDE OF LP

OVERHEAD SERVICE ENTRANCEREFER TO RISER DIAGRAM

TO C.O.

B1

LP

M

FA

LP






C

B

2

Sab Sf

a

2

e2

2

b

2

F

2

c

SfScd

2

Sefg2

f

3LP

2

g

4LP

2

d

2

F

S

i

hShi

6

6

CIRCUIT BREAKER




WIRE & CONDUIT SIZE



TO SIMILAR OUTLET@ SECOND FLOOR

PROTECTION: 60 AT, 100 AF, 2P, 230 V

2-14mm THW IN 25mm C

TO LINE SIDE OF LP

B

F

B

20

20

20

AT

20

20

20

1400 2230

1500

6840

2230

1080

780

1080

LOADVA

1000

2

2

2

POLE

230

230

230

VOLT

2230

50

50

FEEDER: 2

50

50

50

AF

50

2

2

2

2

2

60AT, 100AF, 2P, 230VMAIN :

CLASSROOM

SCALE :


A

1

A

C

B

2

3 5

4

CLASSROOM

BF

B

2LP

1

2

3 5

4


Aa

1

C

BSab Sf

a

2

Aa

2

b c

2

3

d

S EF EF

4

5

b

2

e2

2

c

SfScd

b

2

F

2

c

Sefg2

f

2

d

5LP

2

g

2

d

F S

2

1 2 3 4 5

6

6

SHEET CONTENTS :

1:100 M

SCALE : 1:100 M

SCALE : 1:100 M

SCALE : 1:100 M

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED



VDS

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





RAMON C. BACANI

DepED

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED



VDS

MMC

LGPLUIS G. PURISIMA


PFSED-DepED





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

NOI SI VI DGNI

REENIG


L ACI SYHP

APPROVED BY :

150mm thk. chb wall district/city ... -...

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