3-seater cr type ii

A-1

A-2

PERSPECTIVE VIEW

CROSS SECTION, LONGITUDINAL SECTION

PLAN, ROOF PLAN, REFLECTED CEILING PLAN

FRONT ELEV, LEFT SIDE ELEV, REAR ELEV, RIGHT SIDE ELEV

S-1 FOUNDATION PLAN, ROOF FRAMING PLAN

SC-1 DETAIL, WF-1 DETAIL

P-1 PLAN, ROOF PLAN, REFLECTED CEILING PLAN



PERSPECTIVE VIEWPERSPECTIVE

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

THREE (3) SEATER TOILET DETACHED

(TYPE II)

NQM

MMC

LGPLUIS G. PURISIMA

HEAD, PLANNING AND DESIGN UNIT

PFSED-DepED

NATHANIEL Q. MENDOZA

ARCHITECT III, PFSED-DepED

A-12MAXIMO M. CALBANG

PDO III, PFSED-DepED UNDERSECRETARY

RAMON C. BACANI

DepED

1 : 50MA-1

1

SCALE:

P E R S P E C T I V E

SANITARY

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

TABLEOF ENGINEER/BUILDING OFFICIAL

OFFICE 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 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

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

APPROVED BY :


PLAN, ROOF PLAN, REFLECTED CEILING PLAN


200

(PAINT FINISH)

W/ GA. 24 PLAIN G.I. FLASHING

25 X 250 mm FASCIA BOARD

WITH PLAIN CEMENT

150 mm THK. CHB WALL

PLASTER (PAINT FINISH)

4

1000

32

1600

FIN. CLNG. LN.

1

200

TOP OF ROOF

±1200

1 : 50MA-2

2

SCALE:

FRONT ELEVATION

150

NAT. GRD. LN.

FIN. FLR. LN.

1400

2400

3600

600x2100mm FHC DOOR

B. FACE MARINE PLYWOOD

(PAINT FINISH)

AB

TOP OF ROOF

FIN. CLNG. LN.

NAT. GRD. LN.

150

2400

FINISH FLR. LN.

40001000 600

±1200

1000

800

GA. 24 CORR. G.I. SHEET

ROOFING (PAINT FINISH)

200x200mm

VITRIFIED WALL GLAZED

TILES

1 : 50MA-2

3

SCALE:

RIGHT SIDE ELEVATION

1 : 50MA-2

5

SCALE:

REAR ELEVATION

1 : 50MA-2

4

SCALE:

LEFT SIDE ELEVATION

1 : 50MA-2

6

SCALE:

ROOF PLAN

SLOPE

SLOPE


25 X 250mm FASCIA BD.

(PAINT FINISH)

ROOF (PAINT FINISH)

SCALE:A-2

8 CROSS SECTION1 : 50M

1 : 50MA-2

9

SCALE:

REFLECTED CEILING PLAN

50mm∅ RECEPTACLE

6mm THK. MARINE

PLYWOOD EXT. CEILING

PAINT FINISH

2100

600

C A B

TOP OF ROOF

FIN. CLNG. LN.

NAT. GRD. LN.

150

2400

FINISH FLR. LN.

4000 1000600

±1200

C

200

4

1000

3 2

1600

FIN. CLNG. LN.

1

200

TOP OF ROOF

±1200

150

NAT. GRD. LN.

FIN. FLR. LN.

2400

3600

1000

WITH PLAIN CEMENT

150 mm THK. CHB WALL

PLASTER (PAINT FINISH)

25 X 250 mm FASCIA BOARD

W/ GA. 24 PLAIN G.I. FLASHING

ROOF (PAINT FINISH)


(PAINT FINISH)

200

4

1000

32

1600

FIN. CLNG. LN.

1

200

TOP OF ROOF

±1200

150

NAT. GRD. LN.

FIN. FLR. LN.

2400

3600

1000GA. 24 CORR. G.I. SHEET

ROOFING (PAINT FINISH)

200x200mm VITRIFIED

GLAZED WALL TILES

50mm∅ PVC

PIPE SLEEVE

LAV

25mm

DEP

1 : 50 MSCALE:

1 FLOOR PLANA-2

25mm

DEP

WCWC

25mm

DEP

COUNTER SINK

43

150mm THK CHB

PLASTER & PAINT FIN.

1600

200x200mm VITRIFIED

UNGLAZED FLOOR TILES

21

1000

1300

1200

1000

A

C

B

4000

600

2200

3600

2100

200 200

1000

RAMP UP

600x600mm GLASS

JALOUSIE WINDOW

RAMP UPRAMP UP

1300

A

C

B

4000

600

2100

25 X 250mm FASCIA BOARD

W/ GA. 24 PLAIN G.I. FLASHINGPAINT FINISH

600

600

43

1600

21

1000 1000

3600

200 200

A

C

B

1000

6mm THK. MARINE


PAINT FINISH

RAMP UP

1075

H A L L W A Y

WC

SCALE:A-2

7 LONGITUDINAL SECTION1 : 50M

A B

TOP OF ROOF

FIN. CLNG. LN.

NAT. GRD. LN.

150

FINISH FLR. LN.

4000 1000600

±1200

C

500

TOILET HALLWAY

COUNTER

SINK

TOILET TOILET

200x200mm

VITRIFIED

GLAZED WALL

TILES

6mm THK. ORDINARY

PLYWOOD INT. CEILING w/50x50mm CLG. JOIST

@±600mm O.C. BOTH

WAYS (PAINT FINISH)

6mm THK MARINE


(PAINT FINISH)

GA#24 G.I. CORR. SHEETROOFING (PAINT FINISH)

5801 6466

1300

4000

2100

1000

600

43

1600

21

1000 1000

3600

200 200

2400

600

600

600x600mm GLASS

JALOUSIE WINDOW

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED


(TYPE II)

NQM

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

NATHANIEL Q. MENDOZA

ARCHITECT III, PFSED-DepED

A-22MAXIMO M. CALBANG

PDO III, PFSED-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 :

38

15

2

NTSSCALE

DETAIL OF PURLINS

LC-75x38x15x2.0

75

300

MAIN BAR:

150mm TO CENTER

1@50, 2@75, REST @

4-Ø12mm

TIES : Ø10 mm

150

NTS

C

S-1 SCALE:

SC-1 DETAIL

S-1

H1-Ø10mm A-307

ANCHOR BOLT

L-50x50x4.5

±750mm O.C.

STEEL C-PURLINS

75x38x15x2mm

50x50x6mm L-STEEL

PLATE

1 : 50 M

STIRRUPS : Ø10 mm

150mm O.C.

200

150

2-Ø10mm TOP BARS

2-Ø10mm BOTTOM BARS

SCALE:

B

S-1

DOWEL

400

250

ROOF FRAMING PLAN

300

400

(TYP.)

CHB

150MM THK.

HOR. BARS

VERT. BARS

Ø10@600

3-Ø10mm

400

NATURAL GRADE LINE

Ø10@600

Ø10mm @300 CUT BARS

SLAB OCCURS

WHERE DEPRESSED

CHB VERT. BARS

DOWEL TO MATCH

3-Ø10 BARS (AS SHOWN)Ø10 BOTT. BARS @ 300 O.C.

250

600

BEDDING

G-20mm GRAVEL

1@50, 2@75, REST @

NTSSCALE:

G

S-1

PURLINS CONNECTION DET.

SC-1 DETAIL, WF-1 DETAIL

FOUNDATION PLAN, ROOF FRAMING PLAN

NTSS-1

F

SCALE:

LB-1 DETAILNTS.SCALE :S-1

E

NTS.SCALE :

DETAIL OF WF-1 DETAIL OF WF-2S-1

D

RAMP UP

RAMP UP

1 : 50 MSCALE:

FOUNDATION PLANS-1

A

75x38x15x2MM

C-PURLINS

50x50x6mm ANGULAR

STEEL PLATE (RAFTER)

LB-1LB-1

LB-1

LB-1

LB-1

LB-1

LB-1

LB-1

LB-1

SC-1SC-1

SC-1SC-1 SC-1

SC-1SC-1

WF-1

WF-1

WF-1

WF-1

WF-1

WF-1

WF-1

WF-1

WF-1

SLAB ON FILL

100mm THICK

SPACED AT 400

WITH Ø10mm

BOTHWAYS

43

1600

21

1000

1300

1000

A

C

B

4000

600

3600

2100

200 200

1000

RAMP UP

600

43

1600

21

1000

1300

1000

A

C

B

4000

600

3600

2100

200 200

1000

RAMP UP

600

43

1600

21

1000

1300

1000

A

C

B

4000

600

3600

2100

200 200

1000

RAMP UP

600

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED


(TYPE II)

BNA

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

BERNADETTE N. AQUINO

STRUCTURAL ENGINEER, PFSED-DepED

S-11MAXIMO M. CALBANG

PDO III, PFSED-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 :

INLET

OUTLET

25

50

150

100mm THK. + FIN.

SLAB w/ 10mm∅ BENTUP 2 OUT OF 3 @L/4

FROM FACE SUPPORT BW

2150

1600

SCALE :

C

P-1

SECTION DETAILS 1:50Mts.

150

2300

150 2000

150

DIGESTIVE

CHAMBER

100mm THK. + FIN.

SLAB w/ 10mm∅ REBARS@300mm OC BW

MANHOLE COVER (SEEDETAIL)

1000

VAR

100

NGL

100

300

WATER LEVEL

PLASTERED

w/WATERPROOFINGCOMPOUND OR

APPLY ONE FACE

BITUMIN TAR

10mm∅ REINF. VERT &

HOR. BAR @ 200mm

OC BW

LEACHING(W. LEVEL)

DIGESTIVE(W. LEVEL)

1575

1600

1900

2150

SCALE :

B

P-1

SECTION DETAILS 1:50Mts.

2000

3450

DIGESTIVE CHAMBER

GRAVEL BED

150

150

1501000

100mm THK SLAB W/ 10mm∅

REBARS @300mm BOTH WAYS

WALLS REINFORCEMENT

@200mm O.C. E.W.

10mm∅ VERT. & HOR. BAR

100mm THK. + FIN. SLAB W/

10mm∅ REBARS AT 200mm O.C.

BENT UP 2 OUT OF 3 AT L/4

FROM FACE SUPPORT. BOTH WAYS

VAR

100

300

WATER LEVEL

LEACHING

MANHOLE

CHAMBER

150X300mm RC BEAM W/2-16mm∅

TOP AND BOT. REBARS & 10mm∅ STIRRUPS

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

300

PLASTERED W/WATERPROOFING

COMPOUND OR APPLY ONE FACE

BITUMIN TAR

600

WATER LEVEL

25

MANHOLE

MANHOLE COVER (SEEDETAIL)

2% SLOPE

AIR SPACE

INLET

1000150 150 2000

3450

150

P-1

OUTLET

SCALE :

A

P-1

PLAN DETAILS1:50Mts.

C

MANHOLE

150

250

50 (TYP.)

150

2000

2300

250

MANHOLE

0.60

INLET

S-2 100mm THK. + FIN. SLAB

w/10mm REBARS @300mm OC BW.bENT 2 OUT OF 3 @L/4 FR. FACESUPPORT & SHORT SPAN 10mm∅

TEMP. BARS @300mm EW

S-1a 100mm THK. + FIN. SLAB

w/ 100mm∅ REBARS @300mmBW. FROM FACE OF SUPPORT

P-1

B

1. CONCRETE

ii ALLOWABLE STRESSES

i. LIVE LOAD_________________ 1000Pa

FOR BARS SMALLER THAN 16mmØ

fm' =6.90 MPa, fm = 2.41 MPa

a. FOR FOOTING, BEAMS AND SLABS

WATER TABLE IS 1500 BELOW GROUND LEVEL.

fy = 230 MPa

3. REINFORCING STEEL BARS

fc'' = 20 MPa

4. ASSUMED ALLOWABLE BEARING CAPACITY

Y = 100KPa

2. CONCRETE MASONRY UNITS

(LOAD BEARING CHB)

CB CATCH BASIN

CO CLEAN OUT

CV CHECK VALVE

HB HOSE BIBB

FD FLOOR DRAIN

GV GATE VALVE

MH MANHOLE

CDP CONCRETE DRAIN PIPE

UD URINAL DRAIN

RD ROOF DRAIN

1.

2.

LAV LAVATORY

WC WATER CLOSET

CS COUNTER SINK

GICWL GALVANIZED IRON COLD WATER LINE (SCH. 40)

PVCDP POLYVINYL CHLORIDE DRAIN PIPE

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%)

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

3.

4.

5.

7.

8.

6.

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 SADDLEHUB AND BEND ARE PROHIBITED.

PIPE CLEAN-OUTS

CLEAN-OUTS ARE REQUIRED UNDER THE F0LLOWING CONDITIONS:

a) EVERY CHANGE OF HORIZONTAL DIRECTION EXCEEDING TWENTYTWOAND ONE-HALF DEGREES (22 1/2°).b) ONE AND ONE-HALF METERS (1.50m.) INSIDE THE PROPERTYLINES BEFORE THE HOUSE DRAINAGE CONNECTION.

c) EVERY FIFTEEN METERS (15.00m) IN HORIZONTAL RUN OFPIPES.

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.

CHANGE IN DIRECTION

ALL CHANGE IN DIRECTION SHALL BE MADE BY APPROPRIATE USE

OF FORTY-FIVE DEGREES (45°) WYES, LONG SWEEP QUARTERBEND, SIXTH-EIIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF

FLOW IS FROM HORIZONTAL TO VERTICAL A SINGLE 1/8 BENDCOMBINATION MAYBE USED ON VERTICAL STACKS AND SHORT

QUARTER BENDS MAYBE USED ON WASTE LINE, TEE ANDCROSSES MAYBE USED IN BENT PIPES.

PLUMBING LAYOUT, ISOMETRIC VIEW,

SEPTIC & DRAIN TANK DETAIL, LEGEND,GEN. NOTES & DESIGN CRITERIA

1 : 40 M

3

P-1 SCALE:

SEPTIC TANK DETAILS

NTSSCALE:

2

P-1

ISOMETRIC VIEW1 : 80MSCALE:

1

P-1

PLUMBING RO-IN LAYOUT

used 6"chb

CHIEF, PFSED-OPS

OLIVER R. HERNANDEZ

DepED

UNDERSECRETARY

RAMON C. BACANI

DepED


(TYPE II)

EMEC

MMC

LGPLUIS G. PURISIMA


PFSED-DepED

ELIAS MELQUIADES B. CUBA II

STRUCTURAL ENGINEER, PFSED-DepED

P-11MAXIMO M. CALBANG

PDO III, PFSED-DepED

CV CHECK VALVE

HB HOSE BIBB

FD FLOOR DRAIN

32

1A

C

B

LAV

25mm

DEP

25mm

DEPWC

WC

25mm

DEP

WC

HB

HB

50mm∅PVCVTW

100mm∅ PVCSP

50mm∅PVCVTR RISER

100mm∅

CO

HB

12mm∅ GICWL

CV

12mm∅ GI WL

TO WATER

SOURCE

TO MAIN

SEWER LINE

100mm∅PVCSP

TO MAIN

DRAINAGE LINE

CV CHECK VALVE

HB HOSE BIBB

FD FLOOR DRAIN

4321

A

C

B

LAV

25mm

DEP

25mm

DEP

WCWC

25mm

DEP

WC

HBHB

50mm∅PVCVTW

100mm∅ PVCSP

50mm∅PVCVTR RISER

100mm∅

CO

HB

12mm∅ GICWL

CV

12mm∅ GI WL

TO WATER

SOURCE

TO MAIN

SEWER LINE

100mm∅PVCSP

TO MAIN

DRAINAGE LINE





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 :

3-seater cr type ii

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