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
CROSS SECTION, LONGITUDINAL SECTION
FRONT ELEV, LEFT SIDE ELEV, REAR ELEV, RIGHT SIDE ELEV
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
REPUBLIC OF THE PHILIPPINES
MERALCO AVENUE, PASIG CITYPHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
RECOMMENDING APPROVAL : SHEET NO:
REP. ACT 545
OWNER :
SHEET CONTENTS :
DEPARTMENT OF EDUCATION
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 :
CROSS SECTION, LONGITUDINAL SECTION
PLAN, ROOF PLAN, REFLECTED CEILING PLAN
FRONT ELEV, LEFT SIDE ELEV, REAR ELEV, RIGHT SIDE ELEV
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
GA. 24 CORR. G.I. SHEET
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)
GA. 24 CORR. G.I. SHEET
(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
PLYWOOD EXT. CEILING
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
PLYWOOD EXT. CEILING
(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
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-22MAXIMO M. CALBANG
PDO III, PFSED-DepED UNDERSECRETARY
RAMON C. BACANI
DepED
DEPARTMENT OF EDUCATION
REPUBLIC OF THE PHILIPPINES
MERALCO AVENUE, PASIG CITYPHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
RECOMMENDING APPROVAL : SHEET NO:
REP. ACT 545
OWNER :
SHEET CONTENTS :
DEPARTMENT OF EDUCATION
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 :
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
THREE (3) SEATER TOILET DETACHED
(TYPE II)
BNA
MMC
LGPLUIS G. PURISIMA
HEAD, PLANNING AND DESIGN UNIT
PFSED-DepED
BERNADETTE N. AQUINO
STRUCTURAL ENGINEER, PFSED-DepED
S-11MAXIMO M. CALBANG
PDO III, PFSED-DepED
DEPARTMENT OF EDUCATION
REPUBLIC OF THE PHILIPPINES
MERALCO AVENUE, PASIG CITYPHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
RECOMMENDING APPROVAL : SHEET NO:
REP. ACT 545
OWNER :
SHEET CONTENTS :
DEPARTMENT OF EDUCATION
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 :
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
THREE (3) SEATER TOILET DETACHED
(TYPE II)
EMEC
MMC
LGPLUIS G. PURISIMA
HEAD, PLANNING AND DESIGN UNIT
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
DEPARTMENT OF EDUCATION
REPUBLIC OF THE PHILIPPINES
MERALCO AVENUE, PASIG CITYPHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
RECOMMENDING APPROVAL : SHEET NO:
REP. ACT 545
OWNER :
SHEET CONTENTS :
DEPARTMENT OF EDUCATION
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 :
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