2Sty_4CL

THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANTFROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE

OF THE SAME DUE TO FAULTY DESIGN.

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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MERALCO AVENUE, PASIG CITY

REPUBLIC OF THE PHILIPPINES

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TWO STOREY

FOUR CLASSROOMSCHOOL BUILDING

A-1

6PERSPECTIVE VIEW

TABLE OF CONTENTS



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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Max C

TWO STOREY


A-1

6PERSPECTIVE VIEW

TABLE OF CONTENTS

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

PERSPECTIVE VIEW1

A-1 SCALE : N T S

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


OFFICE OF THE CITY/MUNICIPAL

ENGINEER/BUILDING OFFICIAL

DISTRICT/CITY/MUNICIPALITY

LAND USE & ZONING

TABLE

OF

CONTENTS

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

SANITARY

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

SANITARY



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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A-2

6GROUND, SECOND,REFLECTED CEILING,& ROOF PLAN



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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TWO STOREY


A-2

6GROUND, SECOND,REFLECTED CEILING,& ROOF PLAN

GROUND FLOOR PLAN

ROOF PLAN

SCALE :A-2

3

1 : 100 METERS

SCALE :

2

A-2 1 : 100 METERS

SECOND FLOOR PLAN1

A-2 SCALE : 1 : 100 METERS

SECOND FLOOR REFLECTED CEILING PLAN4

A-2 SCALE : 1 : 100 METERS

2500

7000

ENTRY

UP

UP

850

7000

4776

1100

1

A-3

800

W-3

6

D-2

HCR

D-3

HE

D-4

D-3

D-4

SHE

UP

RAMP

2

A-4

FD FD

9000

4500 4500

2 3

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

4 5

1

4500

800

1100

FL-1

CLASSROOM-

4500

9000

4500

2 3

3

1

RAILING (SEE DETAIL)

7000

2500

C

B

150mm THK. CHB WALL

PLASTER AND PAINT FIN.

A

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 5

4

C O R R I D O RFL1

4500

WF1W-1

LANDING

dn.

CONCRETE

SUNBREAKER (SEEDETAIL)

600

FDFD

6

1

A-3

1000

1000

b

c

A

600

1

1

A-3

4500

9000

4500

2 3

4500

9000

4500

4 5 8

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

2 3

4500

9000

4500

4 5

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

8

7000

2500

1000

B

C

RD

LN. OF STRUCTURE1000

A

RD

600

1

7

A-4

FD FD FD FD FD FD

FD FDFD FD FDFD

9500

RAILING (SEE DETAIL)

B

C

2500

WF1

150mm THK. CHB WALL


A

1

LN. OF SUNBREAKER

A-3

1

7000

675 W-4



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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TWO STOREY


A-3

6FRONT, REAR, RIGHTELEVATIONSSECTIONS



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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Max C

TWO STOREY


A-3

6FRONT, REAR, RIGHTELEVATIONSSECTIONS

SEE TRUSS DETAILS

REAR ELEVATION

1 : 100 METERS

5

A-4 SCALE :1 : 100 METERS

FRONT ELEVATION

SCALE :A-3

1

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

1

9000

45004500

2 3

D-1W-2

W-2

D-1

W-2

D-1

9000

45004500

4 5

32mm G.I. PIPE

HANDRAIL w/32mmVERT. SUPPORT @300mm

O.C. (PAINT FIN.)

100mm THK. CHB RAILING

w/50mm 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

6

W-2

D-1

4500

9000

4500

4 3

W-1W-1

W-1W-1

W-1W-1

W-1W-1

4500

9000

4500

2 1

TOP OF ROOF BEAM

2500

1000

325

SECOND FLR. LVL.

3200

NAT. GRD. LN.

3200

GROUND FLR. LVL.

6725

LEFT SIDE ELEVATION

SCALE : 1 : 100 METERS

APEX LINE OF TRUSS

9500

7000

A

2500

B C

1000

GA. 26 PLAIN G.I. SHEET

GUTTER ON 12x300mm

FIBER CEMENT FASCIA BOARD

(PAINT FINISH)

150mm THK. CHB

PLAIN PLASTER

PAINTED FIN.

32mm G.I. PIPE

HANDRAIL WITH 32mm

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 G.I. PIPE

HANDRAIL WITH 32mm

VERT. SUPPORT

@300mm O.C. (PAINTFINISH)

1 : 100 METERS

RIGHT SIDE ELEVATION

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

C

APEX LINE OF TRUSS

7000

B

GA. 26 CORR. G.I.

SHEET ROOFING (PAINTFINISH)

A

4

A-3

CROSS SECTION

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

A CB

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

1

EXPOSED CEILING UNDER

SLAB PAINT FIN.

45004500

9000

1

3

2 3

45004500

9000

2

4

4 5

HE SHE

4500

W-1

LANDING

200x200mm

GLAZED WALL

TILES

W-3

600

6

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

W-1CLASSROOMW-1

SCALE :

3

A-3

LONGITUDINAL SECTION100

GA. 26 CORR. G.I.

SHEET SUN BREAKER

ON STEEL FRAMING

(SEE DETAIL)

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

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

6 3

4500

W-4



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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TWO STOREY


A-4

6DOOR AND WINDOW SCHEDULE

RAMP, EAVES, DETAILSSUN BREAKEER DETAIL



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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TWO STOREY


A-4

6DOOR AND WINDOW SCHEDULE

RAMP, EAVES, DETAILSSUN BREAKEER DETAIL

TOTAL RUN OF RAMP

C O R R I D O R

POLYETHYLENE SHEET DAMP PROOFING

DAMP PROOFING DET.TONOT

GRAVEL BEDDING

CONCRETE HOLLOW

BLOCKS

CONCRETE SLAB

SCALE

6

A-4

32mm G.I. PIPE


O.C. (PAINT FIN.)

DET. PLAN OF RAMPSCALE 1:50 M

2

A-4

4500

2500

B

175

1400

C

1400

1200

5150NON-SKID PLAIN

CEMENT FLOOR

FINISH w/GROOVELINES

3600

RAMP UP

65

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

32mm G.I. PIPE HANDRAIL

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

200

700

300

1200

900

3

A-4

SCALE

SPOT DETAIL1:5 M

32 mm G.I PIPE

@ 600mm ON CENTER

DOWELS (PAINTED FIN.)

VERTICAL SUPPORT

PROVIDE 12mm 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)

75mm 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)

38mm TEKSCREW

SAG ROD SEE STRUCTURAL DETAIL

1 : 40 m.

SECTION DETAIL (EAVES)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 SPOT DETAIL (CORNER CLG)1 : 10 m.

6mm THK. MARINE PLYWOOD

CEILING ON 50x50mm CEILING

JOIST @600mm BW

75mm 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

38mm 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

SPOT DETAIL (EAVES)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.)

SECTION DETAIL (VENT.)11

A-4 1 : 5 mSCALE :

1175

25x25mm WOOD VENT

300

FR. 25x75mm WOOD

FRAMEPAINT FIN.

PROVIDE INSECT SCREEN

DETAIL PLAN (VENT.)10

A-4 1 : 10 m.

11

A-4

DETAIL SECTIONSCALE 1:10 M

2A

A-1

2

A-4

100

700

200

900

2-32mm G.I. PIPE


OC (PAINT FIN.)

12mM STEEL DOWEL

EMBEDD IN CONC.

NON-SKID PLAIN CEMENT

FLOOR FIN. w/ GROOVELINES

BEAM REBARS SEE

STRUCTURAL DETAIL

100

12x12mm GROOVE

675

10mm @250mm

ON CENTER

100

SCALE:

12

A-4

CONCRETE SUNBREAKER DET. 1:10 mts.

±635

7-BLADES

2400

1765

4 EQUAL PARTS = 600

JALOUSIE WINDOWS WITH CLEAR GLASS

BLADES ON STANDARD ALUMINUM

CASING ON 50X150 YACAL/GUIJOJAMB COMPLETE WITH HARDWARES

AND ACCESSORIES

W-4

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

1000 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


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 :

FPLAN1:100



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

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UC

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IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


A-5

6STAIR, BALCONY RAILING

DETAILS



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

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CR

OF

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IN

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&T

N

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INES

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UC

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IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


A-5

6STAIR, BALCONY RAILING

DETAILS

50

175

50

900mm FROM TREAD

50

900

900

TYP

ICAL

175

100

50

292

TYPICAL

±168

TYP

ICAL

LANDING

50

SECOND F.F.L.

146

W A L L

146

250

10050mm G.I. PIPE

SCHEDULE 40

(PAINT FINISH)

19mm SQUARE BAR

WELDED TO G.I. PIPE

HANDRAIL @146mm O.C.

50mm 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.

50mm SCH. 40 G.I.

PIPE PAINT FIN.

19mm SQ. BAR

ANCHORED TO THE WALL

(PAINT FIN.)

TREAD

50mm G.I. PIPE SCH.

40 PAINT FIN.

19mm sQUARE BAR WELD

TO G.I. PIPE HANDRAIL

@146mm O.C.

50mmG.I. PIPE SCH.

40 PAINT FIN.

19mm SQUARE BAR

WELDED TO G.I. PIPE


ANCHOR @R.C. STAIR

50mm G.I. PIPE SCH.

40 PAINT FIN.

19mm SQUARE BAR

WELDED TO G.I. PIPE


B

A

(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

50mm G.I. PIPE SCH.

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

PAINT FIN.

4500

W-1

LANDING

PLAIN CEMENT STEEL

TROWELL FIN.

1:50 mts

DETAIL PLAN OF STAIR

A-5

2

A-5

9

A-5

35 6

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

50mm 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 R

ISERS @168 = 2856

3200

325

PLASTER PAINT FIN.

NATURAL GRADE LINE

GROUND FLOOR LINE

200x200mm VITRIFIED

GLAZED WALL TILES

3200

2 R

ISERS @168

SECOND FLOOR LINE

ROOF LINE

5mm THK.

FACIAL MIRROR

WC

LANDING

38mm STAINLESS

STEEL GRAB BAR

W-1

CS

700

17

DETAIL SECTION OF STAIR3

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

SECTION DETAILSCALE : 1:20 mts

A-5

65

A-5

HANDRAIL DETAIL1:20 mtsSCALE :

NOSING DETAIL6

SCALE :A-5 1:10 mts

CRASH RAILING7

SCALE :A-5 1:20 mts

SPOT DETAIL8

A-5 SCALE : 1:5 MTS

SPOT DETAILSCALE :

9

A-5 1:20 MTS

SPOT DETAILSCALE :

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

ELEV.SCALE: 1:50m

700

C

SCALE: 1:20m

DETAIL

150

50

C

SCALE:

11

A-5

BALCONY RAILING DET. AS SHOWN

100

850

1100

B

A

2067

16TREADS @ 292mm EACH = 4672mm

7000

4672

50 292

DETAIL PLAN OF STAIR1:100 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

50mm G.I. PIPE SCH.

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

PAINT FIN.

2200

2328

W-4

19

18

17

16

15

13

14

TOILET

4500

5 6

W-3



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

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IN

OM

&T

N

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f t he PHI L

I PP

INES

DE

PAR

TM

ENT OFED

UC

AT

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N



IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


A-6

6TOILET DETAILS



PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

OT

IN

OM

&T

N

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EMS

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INES

DE

PAR

TM

ENT OFED

UC

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N



IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


A-6

6TOILET 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

DET. SECTION

1:20 M

W-3

PLAIN CEM. PLASTERED

PAINT FIN.

PLAIN CEM. PLASTERED

PAINT FIN.

200x200mm GLAZED

WALL TILES

2738

2613

1600

4500

17001002688

512

3200

50

300

URINAL

1100

350 350400

1100

700

TOILET

WC

W-3

CLASSROOM LVL.

TOILET LVL.

LANDING LVL.

2ND FLR. LVL.

LANDING

87

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

38mm STAINLESS

STEEL GRAB BAR

3200

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

50mm 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

SPOT DETAIL 1:20 m.

A-7

4

SCALE :

5

A-6

DET.PLAN OF C. SINK

A-7

6

SCALE :

6

A-6

DETAIL ELEVATION 1:20 m.

SCALE :

3

A-6

DET. SECTION OF TOILET/STAIR 1 : 30 m.

SCALE :

2

A-6

DETAIL SECTION OF TOILET 1:40 m.

SCALE :

1

A-6

DET. PLAN OF TOILET 1:30 m.

2074

1609 1074

2100

2100

W-4

W-3 W-4



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ

OIC, STRUCTURAL DIVISION

BERNADETTE N. AQUINO

0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

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IN

OM

&T

N

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EMS

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INES

DE

PAR

TM

ENT OFED

UC

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IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


S-1

3FOUNDATION, SECONF FLOORROOF FRAMING PLANSCHEDULE OF SLABBEAM TYP. DETAIL



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

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IN

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&T

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INES

DE

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ENT OFED

UC

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IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


S-1

3FOUNDATION, SECONF FLOORROOF FRAMING PLANSCHEDULE OF SLABBEAM TYP. DETAIL

4500450045004500 4500

4500 4500 4500 45004500

F-1

C-1

4500

7000

G - 7

B-1

C

B

2500

G-4

G-5

S-1

G-1

S-2

G-6

G-2

A

21

4500

S-1

G-3

B

C

A

7000

F-2

C-2

F-1

C-1

TG-1

2500

TG-3

TG-3

100mm THICK

SLAB ON FILL

WITH 10mm

SPACED AT 400

BOTHWAYS

F-3

C-3

TG-2

TG-3

S-1

300

BOTT.

300

LEFT SUPPORT

REBAR SPACING ALONG SHORT DIRECTION

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

CB-1

G - 7

G - 7

G - 7

B-1B-1B-1

2ND FLOOR FRAMING PLAN

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 10 300

in mm

THICK-

NESS

100S-1

MARK

SLAB

10

SIZE

TOP

200

REBAR

4500

4

FOUNDATION PLAN

4500

3

4500

S-1

G-3

S-1

G-3

SCALE :

A

S-1

5

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

6 L1/3

L1/6

D

F-1

C-1

F-2

C-2

TG-1

TG-2

F-3

C-3

7000

2500

B

CRG-1

RG-1

RG-1

A

T-1

RG-1

RG-2

LEFT SUPPORT

TOP

300

250

REBAR SPACING ALONG LONG DIRECTION

300300- 300 10

200

RIGHT SUPPORT

TOP

300

BOTT.

in mmin mm

-

TOP

MIDSPAN

300

BOTT.

10

SIZE

REBAR

300300 - 300 300

BOTT.

300

in mmin mm

BOTT. TOP

MIDSPAN

300 -

TOP BOTT.

RIGHT SUPPORT

300250

TWO-WAY

REMARKS

TWO-WAY

RG-1

WITH %10 SAGRODS @ MIDSPAN

RG-1

RG-1

12mm CROSS

L2/3

TYPICAL SLAB ELEVATION

ROOF DECK FRAMING PLAN

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

RG-1

T-1

RG-2

1 2 43 5 6 1 2 3 4 5 6



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

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UC

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IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


S-2

3COLUMN, BEAM, & FOOTINGSCHEDULES, RAMP, FOOTINGBEAM TYP. DETAILS



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

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UC

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IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


S-2

3COLUMN, BEAM, & FOOTINGSCHEDULES, RAMP, FOOTINGBEAM TYP. DETAILS

NGL

350

350

150mm TO CENTER

1@50, 8@75, REST @

1@50, 8@75, REST @

150mm TO CENTER

FOOTING DIMENSIONS (mm)

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

FOOTING

1100

2200

F-1

F-2

F-3

(L)

LENGTHMARK

1900

PLAN

350

W

L

FOUNDAT

ION LEVEL TO

2ND FLOOR LEVEL

MAIN BAR:

TIES : 10 mm

8-%16mm

ROOF DECKLEVEL

2ND FLOOR LEVEL TO

TIES : 10 mm

350

6-%16mm

MAIN BAR:

BEAM

DIMENSIONS

100 mm THICKL G-7

2ND FLOOR LEVEL

250GRAVEL BEDDING

TYP. FOOTING DETAIL

REINFORCEMENT

Thickness

1100

2200

1900

1500

1500

(D)

DEPTH

1500

(W)

WIDTH

5 - 16mm%

BAR X

(t)

250

300 12 - 16mm%

300 11 - 16mm%

SCALE

E

S-2

5 - 16mm%

12- 16mm%

11 - 16mm%

BAR Y

SQUARE FOOTINGSQUARE FOOTING



SECTION

NTS

REMARKSTG-2

BEAM

TIE

300

BEAM

STA

IRSTB-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

350

150mm TO CENTER

1@50, 8@75, REST @

350

150mm TO CENTER

1@50, 8@75, REST @

350

350

150mm TO CENTER

1@50, 8@75, REST @

Y-BARS

X-BARS

D

t

NGL

100

MAIN BAR:

14-%20mm

TIES : 10 mm

Y-BARS

X-BARS

MAIN BAR:

TIES : 10 mm

12-%20mm

350

150mm TO CENTER

1@50, 8@75, REST @

350

TIES : 10 mm

350

8-%20mm

MAIN BAR:

TIES : 10 mm

MAIN BAR:

350

8-%20mm

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

DETAIL OF TIE BEAMSCALE

S-2

A

NTS

D

L1

2D

100

35 1@50, 8@100, REST@20023 6500 520mm

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 420mm

4

3

3

500 16mm

16mm400

500 20mm

22

22

3 2

4

4

2

2

3

3

400 16mm

400

400

16mm

16mm

400 16mm

500 20mm

500 16mm

42

22

22

22

22

323

342

4

3

3

4

4

2

2

2

3

4

4

2

2

4

3

2

2

4

2

2

3

2

2

2

2

3

3

10mm

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

S T I R R U P S

10mm

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

2-12mm 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

TYPICAL BEAM ELEVATION

4

3

3

3

5

3

2

TOP

REBAR

400 20mm

800

400

400

500

400 20mm

20mm

20mm

20mm

20mm

20mm400

h(mm )

LEFT

223

22

22

22

23

22

2 2

TOPBOTTOM

S-2

D

RIGHT

BOTTOM

4

3

3

3

5

3

2

TOP

2

2

2

2

4

2

2

BOTTOM

3

2

3

3

3

2

2

DETAIL OF STAIR ON GRADE

10 @250

4-10 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

1 : 50MSCALES-2

L3/3

2D

DETAIL OF RAMP

BARS BOTHWAYS

10 300mm TEMP

C

LEVEL C-1

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

C-2 C-3

5MAIN BARS

%10 @250

AS SHOWN

%10 SPACED

CUT BARS

10 @250

1-10

NOSING BAR

6



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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TWO STOREY


S-3

3TRAUSS DIAGRAM, CONNECTIONSTAIR, DETAILS



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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TWO STOREY


S-3

3TRAUSS DIAGRAM, CONNECTIONSTAIR, DETAILS

A2500

BOTTOM CHORD

CONNECTION DETAIL

PURLIN CONNECTION DETAIL

CONNECTION DETAIL

S-3

GSCALE

ANCHOR BOLT

1-%10mm A-307

SCALE

E

S-3

FULL WELD

SCALE

D

S-3

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-3

I

75

75

1 : 10 M

S-3

J

WASHERS @ EACH END

10mm% SAG ROD WITH

STANDARD NUTS &

120x40x20x2.0mm

STEEL C-PURLINS

750mm O.C.

HALF TRUSS

CONNECTION DETAILSCALE 1 : 10 M

W-1

6-%10x200mm LONG

W-2

W-2

SCHEDULE OF TRUSS MEMBERS

CONNECTION DETAILFULL WELD

6mm GUSSET PLATE (TYP.)

KING POST

1 : 5 M

F

S-3SCALE

TOP CHORD

DETAIL OF T-1

S-3

6mm GUSSET PLATE (TYP.)TOP CH

ORD

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-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

10mm @

1 : 25 M

SPOT DETAILSCALE

3-10mm

300mm o.c.TG-3

100

100

100100 100

SPOT DETAILSCALE

STB-2

P

S-31 : 25 M

2ND/3RD FLOOR LEVEL)

CB-1

A

12 @120

SECTION OF STAIR SLAB

STAIR FRAMING PLAN (TYP)

SCALES-3

M

B

K

S-3 SCALE

16 @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

STAIR SECTION DETAIL

SPOT DETAIL

16 @ 200

N

MAIN BAR

200mm

L

S-3 SCALE

10 @300

200

4-16mm

DC-1

150mm TO CENTER

1@50, 8@75, REST @

TIES : 10 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

C

S-4

S-4L

S-35 6

%12 @300

2-10

STEP BAR

200

2-10

STEP BAR

200mm

10 @300

2-10

STEP BAR

10 @300

200

12@ 125

STEP BARS

12@ 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

1188

250

29 30 25 38 38 25 30 29

6mm GUSSET PLATE

BOTTOM CHORD

4-12x300mm LONG

BENT ANCHOR BOLTS

250x200x10mm BASE

PLATE

50

100

50

200

250

29 30 25 38 38 25 30 29

6mm GUSSET PLATE

BOTTOM CHORD (FULLYWELDED TO BASE PLATED)

4-12x300mm LONG

BENT ANCHOR BOLTS

250x200x10mm BASE

PLATE

COLUMN OR BEAM

±750



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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TWO STOREY


E-1

2



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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E-1

2

25mm O TYPE "F" CONDULET

LIGHT OUTLET - 6 x 100W

EXHAUST FAN OUTLET - 1 x 180W


S P A R E

CONNECTED TO 220V AC, 1O,

OVERHEAD SERVICE ENTRANCE

IL = 6840 = 29.7 A


CONV. OUTLET - 6 x 180W

CONV. OUTLET - 6 x 180W

DESCRIPTION

LOAD SCHEDULE

NOT TO SCALE

RISER DIAGRAM

METERING CONDUIT

GROUND TERMINAL

#8mm BARE COPPER WIRE

COPPERWELD

16mm 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 GAUGE 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 PROVISIONS

OF 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 RECEPTACLE

BRANCH 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

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- 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

2

2-14mm 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 COPPERWELD

16MMO 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 15MMORSC

2-3.5mm THW

FA

FIRE ALARM

IN 15MMORSC

2-3.5mm THW 2

VIBRATING BELL

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

LOAD

VA

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 :

RDS

99-017

5-5-00



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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5-5-00

TWO STOREY


E-2

2



PRC NO. :

PTR NO. :

TIN :

DATE :


WILFREDO S. LOPEZ



0074495 199-674-196

ENGINEER III




SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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5-5-00

TWO STOREY


E-2

2

CLASSROOM

GROUND FLOOR POWER LAYOUT

B

C

CLASSROOM

TO FAF

B

ENCLOSED AIR CIRCUIT BREAKER

RATING: 220 V, 2P, 20AT, 50AFTO LINE SIDE OF LP

OVERHEAD SERVICE ENTRANCE

REFER TO RISER DIAGRAM

TO C.O.

B

1

LP

M

FA

LP

GROUND FLOOR LIGHTING LAYOUT

SECOND FLOOR LIGHTING LAYOUT

GROUND FLOOR POWER LAYOUT

SECOND FLOOR POWER LAYOUT

GROUND FLOOR LIGHTING LAYOUT

C

B

2

Sab Sf

a

2

99-017

e

2

2

b

2

F

2

c

SfScd

2

Sefg

2

f

3

LP

2

g

4

LP

2

d

2

F

S

i

h

Shi

6

6

CLASSROOM

SCALE :

SECOND FLOOR POWER LAYOUT

A

1

A

C

B

2 3 54

CLASSROOM

B

F

B

2

LP

1 2 3 54

SECOND FLOOR LIGHTING LAYOUT

A

a

1

C

BSab Sf

a

2

A

a

2

b c

2 3

d

SEFEF

4 5

b

2

e

2

2

c

SfScd

b

2

F

2

c

Sefg

2

f

2

d

5

LP

2

g

2

d

FS

2

1 2 3 4 5

6

6

1:100 M

SCALE : 1:100 M

SCALE : 1:100 M

SCALE : 1:100 M

RDS



PRC NO. :

PTR NO. :

TIN :

DATE :




SANITARY ENGINEER



ELIAS MELQUIADES EMEL B. CUBA II


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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Max C

TWO STOREY


P-1

2PLUMBING RO.-IN LAYOUT

ISOMETRIC VIEWROOF DRAIN LAYOUT



PRC NO. :

PTR NO. :

TIN :

DATE :




SANITARY ENGINEER





SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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TWO STOREY


P-1





PRC NO. :

PTR NO. :

TIN :

DATE :




SANITARY ENGINEER





SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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TWO STOREY


P-1





PRC NO. :

PTR NO. :

TIN :

DATE :




SANITARY ENGINEER





SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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TWO STOREY


P-1



A

1000

9000

4500 45004500 4500

9000

7000

2500

1000

B

CLN. OF STRUCTURE

RD RD

1

600

RD

2 43

RD

5

RD

4500

RD

600

6

RD

RD

1 : 100 METERS

ROOF DRAIN LAYOUT

SCALE :P-1

2

N T S

I S O M E T R I C V I E W

SCALE :P-1

3

RD

RD

RD

RD

SHE

SHE

HE

HE

UP

UP

RAMP

RAMP

UP

UP

HCR

HCR

SEPTIC TANK

SEPT

IC TANK

100mm

100m

m

PVCSP

PVCS

P

75mm

75mm

PVCWP

PVCWP

100mm PVCSP

100mm P

VCSP

100mm PVCSP

100mm P

VCSP

FD

FD

WC

WC

LAV

LAV

CO

CO

50mm PVCVTW

50mm P

VCVTW

RISER

RISER

12mm GICWL

12mm G

ICWL

CO

CO

CS

CS

FD

FD

WC

WC

50mm PVCVTR

50mm P

VCVTR

RISER

RISER

12mm GICWL

12mm G

ICWL

20mm GICWL

20mm G

ICWL

12mm G

ICWL

12mm

GIC

WL

50mm PVCVTW

50mm P

VCVTW

50mm PVCVTR

50mm P

VCVTR

RISER RISER

100mm PVCWP 100mm P

VCWP

CO

CO

5 0m m PVCVTW

50mm P

VCVTW

50mm PVCVTW

50m

m

PVCVTW

50

mm

P

V

C

V

T

R

50mm P

VCVTR

50mm PVCVTR

50mm PVCVTR

38mm G

ICWL

38mm

GIC

WL

TO MA

IN

TO M

AIN

WATER SUPPLY

WAT

ER S

UPP

LY

2500

2500

2000

2000

1000

1000

3950

39502

300

2300

PVCSP TO

PVCSP TO

NEAREST SEWER

NEAREST SEWER

SYSTEM

SYSTEM

GV

GV

M

M

GV

GV150mm CDP

150m

m C

DP

TO MA

IN DRA

INAGE SYSTEM

TO M

AIN D

RAIN

AGE

SYST

EM

CB

CB

75mmPVCDS

75mmPVCDS

75mm PVCDS

75mm

PVCDS

FD

FD

6

6

75mm PVCDS

75mm

PVCDS

75mmPVCDS

75mmPVCDS

CB

CB

150mm CDP

150mm C

DP

A

A

B

B

C

C

ROOF L

INE

ROO

F LIN

E

75mmPVCDS

75mmPVCDS

75mmPVCDS

75mmPVCDS

CLASSROOM

CLASSROOM

150mmCPD

150mmC

PD

150mmCPD

150mmC

PD

CB

CB

CB

CB

150mm CDP

150m

m CD

P

75mm PVCDS

75mm PVCDS

75mm PVCDS

75mm P

VCDS

150mm CDP

150m

m CD

P

TO MA

IN DRA

INAGE SYSTEM

TO M

AIN DR

AINAG

E SY

STEM

1

1

2

2

3

3

CLASSROOMCLASSROOM

150mmCPD

150mmC

PD

75mm PVCDS

75mm

PVCDS

75mmPVCDS

75mmPVCDS

CB

CB

CB

CB

75mmPVCDS

75mmPVCDS

75mm PVCDS

75mm

PVCDS

FD

FD

150mmCPD

150mmC

PD

5

5

4

4

1 : 100 METERS

PLUMBING RO-IN LAYOUT

SCALE :P-1

2



PRC NO. :

PTR NO. :

TIN :

DATE :




SANITARY ENGINEER





SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

OT

IN

OM

&T

N

SES

EMS

EF

AT

S

T

GN

M

A


EPUBL

ICo

f t he PHI L

I PP

INES

DE

PAR

TM

ENT OFED

UC

AT

IO

N



IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


P-2

2SEPTIC TANK DETAIL

DESIGN CRITERIA, LEGENDMISC. DETAILS



PRC NO. :

PTR NO. :

TIN :

DATE :




SANITARY ENGINEER





SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


NRE

ENI

GN

EE

CR

OF

OT

IN

OM

&T

N

SES

EMS

EF

AT

S

T

GN

M

A


EPUBL

ICo

f t he PHI L

I PP

INES

DE

PAR

TM

ENT OFED

UC

AT

IO

N



IR

K

S

MCMXCIX

AG,

I

Max C

TWO STOREY


P-2

2SEPTIC TANK DETAIL

DESIGN CRITERIA, LEGENDMISC. DETAILS

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/10mm REBARS @ 300mm O.C.

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

10mm TEMP BARS @300mm E.W.

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

300mm BOTH WAYS 2SLOPE

100mm THK. + FIN. SLAB W/10mm 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/2-16mmTOP AND BOT. REBARS & 10mm STIRRUPS

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

DIGESTIVE CHAMBER

MANHOLE

WALLS REINFORCEMENT

10mm VERT. & HOR. BAR

@200mm OC BW

300

i. LIVE LOAD_________________ 1000Pa

4. ASSUMED ALLOWABLE BEARING CAPACITY Y = 100KPa

FOR BARS SMALLER THAN 16mm

fm' =6.90 MPa, fm = 2.41 MPa

2. CONCRETE MASONRY UNITS (LOAD BEARING CHB)

a. FOR FOOTING, BEAMS AND SLABS

fy = 230 MPa

1. CONCRETE

ii ALLOWABLE STRESSES

3. REINFORCING STEEL BARS

fc'' = 20 MPa

NOTE:

DESIGN CRITERIA

PLUMBING NOTES:

LEGEND:

150150 1000

600

700 150150

150

600 200200 1100 1100150 150700

50

50

900

900

150 3200

AIR SPACE

OUTLET

INLET

P-2

2

2-10mm EXTRA

BARS TOP/BOT. ONTWO PARALLEL SIDE

100

CDP

OUTLET

CDP

INLET

INLET OUTLET

DRAINAGE PIPE

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

VERT. @600mm O.C.

100

100

700

75

150400150

700

400

150

150

150400150

700

2SLOPE

50

502SLOPE

600 m

in.

(VAR

IABLE)

50

600

50

50 50

100

100 250250

3-10mm (E.W.)10mm BAR

HANDLE

P-2

3

CS COUNTER SINK

75mm PVCDS

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

350

100

125

1600

DIGESTIVE (W

. LEVEL)

INLET

100

2500

2800

150 150

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

10mm REINF. VERT & HOR.

@200mm O.C BWAYS

WATER LEVEL

100mm THK. + FIN. SLAB W/10mm 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

SEPTIC TANK DETAIL

SCALE :

1

P-2 1:50 M

SCALE :

MANHOLE DET. SECTION

P-2

4

1:10 M

CATCH BASIN DETAIL SECTION5

P-2 SCALE : 1:20 M

DETAIL SECTION

SCALE :P-2

5b

1:20 M

DETAIL PLAN

P-2

5a

SCALE : 1:20 MSECTION DETAIL

P-2

3

SCALE : 1:50 M

SECTION DETAIL

P-2 SCALE :

2

1:50 M

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