REPUBLIC OF THE PHILIPPINES
TABLE
OFFICE OF THE CITY/MUNICIPAL
ENGINEER/BUILDING OFFICIAL
OF
CONTENTS
DISTRICT/CITY/MUNICIPALITY
ARCHITECTURAL
A-1
LAND
USE
&
ZONING
PERSPECTIVE VIEW, TABLE OF
CONTENTS
A-2
FLOOR, REFLECTED CEILING, ROOF
PLAN, ELEVATIONS, AND SECTIONS
A-3
SCHEDULE OF DOOR & WINDOWS,
BAY SECTION, DETAIL SECTION,
LOUVER BLOCK VENT., RAMP
LINE
&
GRADE
DETAIL
A-4
CABINET, COUNTER & TOILET
DETAILS
ARCHITECTURAL
1
A-1
PERSPECTIVE VIEW
SCALE:
NTS
STRUCTURAL
S-1
FOUNDATION PLAN, ROOF
FRAMING PLAN FOOTING DETAIL,
COLUMN DETAIL, WF-1, RAMP
STRUCTURAL
DETAIL
S-2
ELEVATIONS TYPICAL
CONNECTION DETAIL
SANITARY
ELECTRICAL
E-1
ELECTRICAL LAYOUT PLAN, RISER
DIAGRAM, LOAD SCHEDULE, GEN.
NOTES
ELECTRICAL
SANITARY
P-1
PLUMBING LAYOUT, ISOMETRIC
VIEW, SEPTIC, DRAIN PIT, CATCH
BASIN DETAILS, NOTES, LEGEND &
DESIGN
REPUBLIC OF THE PHILIPPINES
SCHO
OL
INEERING D
IV
ENG
I
ON
SI
FAC IL IT
AL
IE
IC
D
AN
S
S
De ED
p
DEPARTMENT
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
MERALCO AVENUE, PASIG CITY
PREPARED BY :
CHECKED BY
:
RECOMMENDING APPROVAL
:
APPROVED BY :
CONCURRED BY :
PROJECT TITLE :
MAXIMO M. CALBANG
NATHANIEL Q. MENDOZA
LUIS G. PURISIMA, Jr.
OLIVER R. HERNANDEZ
RAMON C. BACANI
PDO III
ARCHITECT III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
PROJECT NO:
MULTI-PURPOSE
WORKSHOP
BUILDING
CRITERIA.
MECHANICAL
OWNER :
SHEET NO:
DESIGNED BY:
NQM
DEPARTMENT OF EDUCATION
ENCODED BY:
MMC
DepED
CHECKED BY:
LGP
SHEET CONTENTS :
PERSPECTIVE
TABLE
LOCATION :
.
OF CONTENTS
DATE :
NOTE:
A-1
4
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
B
C
4
5
A
9000
7000
1500
GA.#26 CORR. G.I.
ROOFING
2
3
3500
3500
1200
B
A
9000
4500
4500
600
1
C
7000
4500
4500
600
1200
3500
3500
GA.#26 CORR. G.I.
1500
ROOFING
(PAINT FINISH)
GA#26 G.I. FLASHING ON
12x300mm FIBER
TOP
OF TRUSS
BOARD
CEMENT FASCIA
1780
(PAINT FINISH)
300x300mm EXTERIOR
CONC.
LOUVER
GA#26 G.I. FLASHING ON
12x300mm FIBER
TOP OF TRUSS
BLOCKS
TOP
SLOPE
300x300mm EXTERIOR
OF BEAM
CONC.
TOP OF BEAM
12x300mm FIBER
W-4
CLASSROOM FIN.
400
TOILET
FIN.
FLOOR
LINE
FIN.
W-3
W-1
W-1
A-2
SCALE:
1
2
1
5
4500
600
:
LEFT SIDE ELEVATION
5
A-2
B
C
SCALE:
1
1200
3500
CEILING
BOARD ON
: 100 M
CEMENT
53
00
16
50
@600mm
O.C. BOTHWAYS (PAINT
FINISH)
20mm THK.
PLYWOOD
COVER
OF TRUSS
9000
4500
600
5
4500
4500
4500
600
TOP
OF ROOF BEAM
1780
OF BEAM
4
3
9000
1500
3500
TOP
50x50mm
CEILING JOIST SP.
SLOPE
2
1
7000
OF TRUSS
1780
PLASTER (PAINT FINISH)
100 M
A
CONC.
BLOCKS
GA.#26 CORR. G.I. ROOFING
SHEET (PAINT FINISH)
4.8mm THK. FIBER
TOP
1
PAINT
LOUVER
4500
SCALE:
WALL
CEMENT
1780
TOP
4500
LINE
PLAIN
GA#26 PLAIN GI RIDGE ROLL
9000
4500
FLOOR
REAR ELEVATION
A-2
300x300mm EXT.
600
WITH
FIN. GRADE
: 100 M
9000
150 mm THK. CHB
W-2
GRADE LINE
4
FIN.
LINE
TOILET FIN.
4
3
CLASSROOM
FLOOR
LINE
RIGHT SIDE ELEVATION
3
W-4
D-1
400
FLOOR LINE
PLASTER (PAINT FINISH)
CONC. FACIA BOARD
3000
WALL
PLAIN CEMENT
50
CHB
BLOCKS
(PAINT FINISH)
400
WITH
3000
(PAINT FINISH)
150 mm THK.
LOUVER
12x300mm FIBER
FACIA BOARD
CONC.
BOARD
(PAINT FINISH)
1780
FASCIA
CEMENT
SHEET
(PAINT FINISH)
SHEET
&
VARIFOLD
FIN.
FRONT ELEVATION
SCALE:
2
4
3
4500
1500
1500
W-4
1200
YARD
2000
3500
W-4
W-4
LINE
VENT.
2
SEE DETAIL
3
LIGHTING
FIXTURE
12x300mm FIBER
FASCIA
CEMENT
BOARD
4500
PAINT
FIN.
4
4500
W-3
W-1
CEILING
5
JOIST
BW
1
(PAINT FIN.)
3500
2
2
2
2
3500
2
2
2
B
D-1
W-2
W-2
2
2
1500
25mm
DEP.
25mm
DEP.
2
2
25mm
DEP.
CORRIDOR
P. BOX
P. BOX
4500
PAINT
9000
4500
DS
DS
CEMENT
BOARD
FASCIA
PAINT
5
FIN.
4500
DS
DS
DS
DS
SLOPE
C
C
RAMP
5000
PLYWOOD
A-2
REPUBLIC OF THE PHILIPPINES
S
INEERING D
IV
ENG
I
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
1600
SCALE:
1 :
MARINE
CEILING
BOARD
DS
DS
DS
ON 50x50mm CEILING
6500
REFLECTED CEILING PLAN
7
FLOOR PLAN
1
ON
SI
FAC IL IT
AL
IE
IC
CEMENT
FIN.
2
2
MERALCO AVENUE, PASIG CITY
FIBER
FASCIA BOARD
3500
D-1
3500
D-1
6mm THK.
De ED
p
FIN.
ON
12x300mm FIBER
3500
2
LIVING
DEPARTMENT
PAINT
4
SLOPE
2
ENTRY
SCHO
OL
ROLL
ON 12x300mm
A
UP
D
AN
FIN.
3
2
7000
B
DINING
S
PAINT
GA#26 G.I. RIDGE
GA#26 G.I.
FLASHING
A
FL-1
ABOVE
ROOFING
2
GA#26 G.I. GUTTER
4500
CLASSROOM-1
ROOF LINE
GA#26 CORR. G.I.
DS
W-2
: 100 M
BOARD
ON 50x50mm
4500
D-2
W-2
1
CEMENT
W-1
D-4
D-1
SCALE:
9000
D-3
W-1
CLASSROOM-1
LONGITUDINAL SECTION
A-2
@600mm O.C.
9000
W-1
KITCHEN
100 M
CEILING
4500
D-2
KITCHEN
7000
CEILING
ABOVE
PANTRY
BEDROOM
1
600
STO./
T&B
1 :
W-4
T&B
4.8mm THK.
9000
ROOF
LN.
W-2
BEDROOM
FIBER
4500
GRD.
8
3000
SERVICE
W-2
SCALE:
5
4500
LN.
CROSS SECTION
9000
4500
3000
A-2
1 : 100 M
9000
600
6
FLR.
2800
KITCHEN
FINISH
FIN.
1
C
25x25mm
PAINT
LINE
A-2
B
PROV.
TRIMMING
F
CLASSROOM
F012X57DLOFB
WOOD
2
A
SELVES
D-1
COVER
50
&
PLYWOOD
W-1
400
FIN.
LINE
GRADE
20mm THK.
D-1
3000
D-1
450
W-2
7000
FIN.
W-2
W-2
25
CORRIDOR
FLOOR
CABINETw/25x25mm WOOD TRIMMING
D-1
LINE
375
FLOOR
FIN.
D-1
400
CLASSROOM
3000
SELVES FOR OVERHEAD
A-2
SCALE:
1
JOIST @600mm O.C. BW
PAINT
FINISH
9
: 100 M
A-2
100 M
SCHED. OF FLOOR
ROOF PLAN
SCALE:
1 :
FL-1
CHECKED BY
:
RECOMMENDING APPROVAL
:
APPROVED BY :
CONCURRED BY :
PROJECT TITLE :
MAXIMO M. CALBANG
NATHANIEL Q. MENDOZA
LUIS G. PURISIMA, Jr.
OLIVER R. HERNANDEZ
RAMON C. BACANI
PDO III
ARCHITECT III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
PROJECT NO:
MULTI-PURPOSE
WORKSHOP
BUILDING
LOCATION :
.
PLAIN CEMENT
PLAIN
CEMENT
FLR.
FIN. W/ GROOVE (ROUGH)
OWNER :
SHEET NO:
DESIGNED BY:
NQM
DEPARTMENT OF EDUCATION
ENCODED BY:
MMC
DepED
CHECKED BY:
LGP
SHEET CONTENTS :
FLOOR PLAN, REFLECTED CEILING PLAN, ROOF PLAN
ELEVATIONS, SECTIONS
DATE :
NOTE:
FINISH
100 M
FL-2
PREPARED BY :
FIN.
A-2
4
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
2-16 M.BOLTS
CONCRETE SLAB
4.8mm THK.
CEMENT
CEILING
C-PURLINS (SEE
STRUCTURAL DETAIL)
FIBER
BOARD
ON 50x50mm NAILERS
PLOYETHYLENE SHEET
DAMP PROOFING
575
575
BEDDING
325
50
A-4
TO
TECK
PLATE
6mm GROOVE
GUTTER
BASE PLATE
PROVIDE INSECT
SCREEN
600
WD.FRAME
PLAN
300
50X50 CLNG.
SCALE
:
1
BOARD
JOISTS
ANCHOR
ON
BENT
A-3
BLOCKS
PLYWOOD
CEILING
PAINT
FIN.
BOLTS
5025 25
SP.
25
12x300mm FIBER
FASCIA BOARD
425
ANGULAR
SCALE :
AS
BASKET
CEMENT
ON 20x20mm
STL. PLATE
FULLY WELD
EAVES, VENT. & INT CEILING DETAIL
6
: 10 M
MARINE
FOR EXTERIOR
@600mm O.C. BW ( PAINT
FIN. )
SECTION
TYP. CLG. VENT PLAN DETAIL
A-3
LONG
FIBER
CEMENT CEILING
S4S KD
TANG.
3
LOUVER
4.8mm THK.
FR. 25x75mm
PAINT FIN.
6mm THK.
4-16x300mm
25x25mm WOOD VENT
SCREW
GA#24 STAINLESS STEEL
300x150x10mm
SCALE
FIN.
10mm THICK
25x25 mm WOOD VENT
PROVIDE INSECT SCREEN
DAMP PROOFING DET.
NOT
PAINT
VENT. w/WIREMESH INSECT
SCREEN (SEE DETAIL)
275
275
8
GA#26 CORR. G.I. SHEET
ROOFING
300
GRAVEL
SAG ROD (SEE DETAIL)
@600mm OC BW (PAINT
FIN)
ON
FRAME
RAFTER
STRAINER
SHOWN
75mm UPVC
(CONCRETE)
PIPE
600
DOWNSPOUT
27
GI.
FLASHING
C-PURLIN SEE
ROOF
2-32mm G.I.
200
GA#26 PLAIN
GI.
TECK
GA#26 CORR.
123
STRUCTURAL
DET.
SCREW
COPPER
PIPE
RIVET
HANDRAIL w/32mm
VERT.
SUPPORT @300mm
C-PURLINS
150
OC (PAINT FIN.)
(SEE DETAIL)
12x300mm FIBER
RAFTER
BAR @600mm OC VERT.
SECTION
LOUVER BLOCKS DETAIL
12mM
STEEL
EMBEDD
IN
DOWEL
NON-SKID
DET.
FLOOR FIN. w/ GROOVE
12x300mm FIBER
CEMENT FASCIA BOARD
PLAIN
PAINT FIN.
GA#24 STAINLESS
CONC.
STRUCTURAL
CEMENT
STEEL
GUTTER
FIN.
PAINT
LINES
100
20x20x2mm ANGULAR
BAR
FOR
FRAME
RAFTERS
:
1:10M
A
400
A-3
SCALE :
A-4
1:20M
1500
23°
2-32mm G.I.
TOP
OF ROOF BEAM
NON-SKID
10mm SAG ROD (SEE
STRUCTURAL DET.)
CEMENT
ON
(150X400)
50x50mm CEILING JOIST
@600mm O.C. BW
PROVIDE
WITH
300
6mm GROOVE @JOINT
VENT.
WIRE MESH
INSECT SCREEN (SEE DETAIL)
4.8mm THK. FIBER
EXTERIOR
CEMENT
CEILING
50x50mm CEILING
@600mm O.C.
FLOOR
PLAIN
FINISH
7
ON
JOIST
DET.
2A
A-3
BW. PAINT
A-1
FIN.
12x300mm FIBER
PIPE
PIPE HANDRAIL
w/GROOVE LINES
CEMENT
BOARD
1:10MTS
w/32mm VERT. SUPPORT
@300mm O.C.(PAINT FIN.)
700
CEILING
STRAINER
375
4.8mm THK. FIBER
BASKET
75mm UPVC
200
BEAM
SCALE :
SCALE
700
CONC.
DETAIL
SECTION
DOWNSPOUT
C-PURLINS (SEE STR. DET.)
BEAM
A-1
900
ROOF
400
TOP OF
DETAIL
2A
1100
GA#26 CORR. G.I. ROOFING
SHEET (PAQINT FIN.)
TO
PURLINS
2
EAVES DETAIL
7
900
SCALE
AND
1275
5
FASCIA BD.
WELDED
200
A-3
MEMBER FOR FRAME OF
SEE
300
20x20x5mm ANGULAR
BOARD
700
OUTSIDE
ELEVATION
CEMENT FASCIA
900
4
INSIDE
ELEVATION
OF
RAMP
SCALE
1:50 M
CEMENT
FASCIA BOARD (PAINT FIN.)
B
PAINT
FIN.
75mm UPVC
PIPE
150mm THK.
2216
DOWNSPOUT
R I
D O
R
100
C
D-1
CHB WALL
C O R
PLAIN CEM. PLASTER (PAINT FIN.)
CORRIDOR
RAMP
2
100x100 CONCRETE
1
SKIRTING
1400
1400
PART OF
CLASSROOM
UP
1
32mm G.I.
A-4
150
820
PART OF
3
FIN.
FLOOR
LINE
FIN.
VAR.
VAR.
FIN.
25
CLASSROOM
GRADE LINE
FLOOR LINE
NON-SKID
PLAIN
4800
CEMENT FLOOR
FINISH w/GROOVE
FIN.
GRADE
LINE
TOTAL RUN
LINES
OF
32mm G.I.
1500
1
A-3
BAY
SCALE:
SECTION
1 :
REPUBLIC OF THE PHILIPPINES
SCHO
OL
INEERING D
IV
ENG
I
ON
SI
FAC IL IT
AL
IE
IC
D
AN
S
S
De ED
p
DEPARTMENT
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
MERALCO AVENUE, PASIG CITY
A-3
20 M
PREPARED BY :
CHECKED BY
SCALE:
:
1:20
RECOMMENDING APPROVAL
2
APPROVED BY :
CONCURRED BY :
PROVIDE
DOWELS
(PAINT FINISH)
ENTRY
1
PIPE
A-4
SUPPORT @300mm
PLAN
OF
SCALE
PROJECT TITLE :
MAXIMO M. CALBANG
NATHANIEL Q. MENDOZA
LUIS G. PURISIMA, Jr.
OLIVER R. HERNANDEZ
RAMON C. BACANI
PDO III
ARCHITECT III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
DET.
A-4
mts.
:
@300mm O.C.
12mm STEEL
O.C. (PAINT FIN.)
DETAIL SECTION
4
PIPE
SUPPORT
450
RAMP
HANDRAIL w/32mm
VERT.
VERTICAL
100
GUTTER
1500
GA#24 STAINLESS STEEL
175
3000
3000
BASKET STRAINER
W-1
.
A-1
1:50 M
PROJECT NO:
MULTI-PURPOSE
WORKSHOP
BUILDING
LOCATION :
2A
RAMP
SPOT
DETAIL
SCALE
1:5 M
OWNER :
SHEET NO:
DESIGNED BY:
NQM
DEPARTMENT OF EDUCATION
ENCODED BY:
MMC
DepED
CHECKED BY:
LGP
SHEET CONTENTS :
SCHED. OF DOORS & WINDOWS, BAY & DETAIL
SECTION, EAVES DETAIL, LOUVER BLOCK DETAIL,
CEILING VENT DET., RAMP DETAIL
DATE :
NOTE:
A-3
4
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
3
A-4
750
3
CLEAR
TRANSOM
&
GLASS
ON
PANEL DOOR
HINGED
FIXED
CLEAR
TRANSOM
TYPE
DOOR
&
GLASS
ON
PANEL
DOOR
HINGED
FIXED
CLEAR
TRANSOM
GLASS BLADES
TYPE
DOOR
HOUSING
&
50x150mm WOOD
50x150mm WOOD
JAMBS/FRAMES
JAMBS/FRAMES
JAMBS/FRAMES
SAME
AS
W-1
SAME
GLASS
50x150mm WD.
5
:
4.8mm THK.
300
ON
5050
SCHEDULE OF DOORS AND WINDOWS
A-2
SCALE:
1 :
BOARD
50x50mm CEILING
JOIST
@600mm O.C.
PAINT
FIN.
BW.
PAINT
mts
TILES (GLAZED)
COVER
PAINT
50 M
FIN.
1:50
600
20mm THK.
50
FIN.
LOVERS FOLDING
DOORS
600
SHELVES
:
200x200mm WALL
PLYWOOD
20mm THK. PLYWOOD
WALL TILES (GLAZED)
SCALE
1500
2400
200x200mm VITRIFIED
SETION DETAIL
A-4
FIBER
CEMENT CEILING
AS W-1
3
1:50 mts
1000
50x150mm WOOD
CLEAR
JAMBS/FRAMES
ON
AS W-1
ON STD. ALUM.
& FIXED
TRANSOMS ON
GLASS
SAME
A-4
SCALE
100
FIXED
TYPE
DOOR
JALOUSIE WINDOW W/ CLEAR
SETION DETAIL
800
DOOR
HINGED
D-1
W-4
750
2400
PANEL
D-1
W-3
3000
20
335
600
D-1
A-4
3
1482
±1142
±864
1250
A-4
W-2
R
3
300
W-1
KS
150
R
300
150
F
624
±969 450
F
11BLADES
450
2600
±1282
F
(14-BLADES)
F
±868
±1282
1194
2025
(14-BLADES)
2600
400
2600
F
1295
2 EQUAL PARTS =
3896
2100
2150
2100
2100
2600
6 EQ. PARTS=
900
450
800
400
900
1500
800
3000
1500
PAINT
RANGE
RANGE
75
CEMENT PLAIN PLASTER
FIN.
20mm THK
200x200mm VITRIFIED
WALL TILES (GLAZED)
FIN.
3
600
SH
SETION DETAIL
SH
A-4
SCALE
:
3
1:50 mts
809
3
SETION DETAIL
A-4
813
SCALE
:
A-4
1:50 mts
SETION DETAIL
SCALE
:
1:50 mts
813
2436
T&B
WC
STORAGE/PANTRY
1780
2000
PLYWOOD
w/DECO-MOULDING PAINT
LAV
780
WC
LAV
2436
CABINET
DRESSER
CABINET
813
809
HANGER
SHELVES
ROD
A-4
SCALE:
PLAN
X
OILET/STO. DETAIL PLAN
5
Y
1:25m
600
600
STEEL
HANGER
600
W-4
350
38mm
STAINLESS
ROD
FACIAL
20mm
THK
FACIAL
MIRROR
PLYBD.
W/ 25x25mm
TRIMMING
DUCO
FR. 25x200mm
RACK
FIN.
KD
FR.
S4S TANG. DRAWER
TYPE PANTS
DUCO
600
20mm THK. PLYWOOD
SHELVES
PAINT
TYPE
FIN. FOR
THK.
INTERIOR
PLYBD.
2400
W/25x25mm THK.
DUCO
DRAWER
FIN.
1800
2100
TRIMMING
600
200x200mm VITRIFIED
FOR
COVER, SHELLAC FOR
INTERIOR
20mm
KD
DRAWER
PANTS RACK
DUCO FIN.
COVER, SHELLAC FOR
FIN.
25x200mm
S4S TANG.
RACK
WALL TILES (GLAZED)
20mm
THK.
PLYBD. W/
25x25mm
THK.
TRIMMING
SHELVING
20mm
THK. PLYBD.
RACK
SHOE
882
SHOE
RACK
80
WC
200
600
450
LAV
TRIMMING
800
900
W/ 25x25mm THK.
800
SH
SHELVE
MIRROR
PANTS
FR. 50x100mm
FR.
S4S KD
50x100mm
S4S
KD
TANG.
BASE
108x108mm
SECTION Y
5
A-4
DETAIL SECTION
SCALE:
REPUBLIC OF THE PHILIPPINES
SCHO
OL
INEERING D
IV
ENG
I
ON
SI
FAC IL IT
AL
IE
IC
D
AN
S
S
De ED
p
DEPARTMENT
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
MERALCO AVENUE, PASIG CITY
PREPARED BY :
CLOSET DETAIL
5
A-4
1:25m
CHECKED BY
:
RECOMMENDING APPROVAL
:
APPROVED BY :
SCALE:
CONCURRED BY :
1:20m
PROJECT TITLE :
MAXIMO M. CALBANG
NATHANIEL Q. MENDOZA
LUIS G. PURISIMA, Jr.
OLIVER R. HERNANDEZ
RAMON C. BACANI
PDO III
ARCHITECT III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
ELEVATION DETAIL
BASE
TANG.
PROJECT NO:
MULTI-PURPOSE
WORKSHOP
BUILDING
LOCATION :
.
OWNER :
SHEET NO:
DESIGNED BY:
NQM
DEPARTMENT OF EDUCATION
ENCODED BY:
MMC
DepED
CHECKED BY:
LGP
SHEET CONTENTS :
SCHED. OF DOORS & WINDOWS, BAY & DETAIL
SECTION, EAVES DETAIL, LOUVER BLOCK DETAIL,
CEILING VENT DET., RAMP DETAIL
DATE :
NOTE:
A-4
4
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
1
2
3
4
5
1
2
3
4
5
100x50x15x1.5mm
STEEL
9000
9000
4500
2975
2975
RG-1
F-2
C-2
WF-1
F-2
C-2
WF-1
F-1
C-1
WF-1
C
WF-1
WITH
&
END
RG-1
R-2
R-2
RG-1
RG-1
RG-1
EB-1
EB-1
B
RG-1
RG-2
F-1
C-1
RG-1
R-1
RG-1
R-1
A
3500
F-2
C-2
ROD
NUTS
WASHERS @ EACH
R-1
F-1
C-1
R-1
WF-1
STANDARD
F-1
C-1
WF-1
3500
4500
2975
10mm% SAG
F-2
C-2
100mm THK SLAB ON FILL
WITH 10mm TEMP. BARS
@ 400mm BOTHWAYS
F-1
C-1
C
WF-1
4500
2975
7000
F-1
F-1
C-1
C-1
7000
B
WF-1
F-2
C-2
4500
WF-1
3500
A
F-2
C-2
4500
3500
WF-1
F-1
C-1
4500
2975
RG-2
4500
4500
2975
C-PURLINS
750mm O.C.
9000
R-1
9000
RG-1
RG-1
L
200
S-1
1 : 1 0 0 MTS.
SCALE :
1 : 1 0 0 MTS.
10@600
300
W
S-1
SCALE :
ROOF FRAMING PLAN
B
FOUNDATION PLAN
A
VERT BARS
10@600
Y-BARS
VERT BARS
X-BARS
PLAN
1
10@600
VERT BARS
NATURAL
GRADE
LINE
1800
600
NGL
10 300mm TEMP
BARS BOTHWAYS
D
250
150
3-10mm
Y-BARS
GRAVEL
S C H E D U L E
BEDDING
t
C O L U M N
10mm
G-20mm
X-BARS
10mm
400
@300mm
CUT BARS
C-1
D
100
LEVEL
C-2
S1
100 mm THICK
GRAVEL BEDDING
L
WALL FOOTING DETAIL
SCALE :
400
200
200
LEVEL
ROOF
FOOTING
MARK
6-%16mm
1@50, 8@75, REST @
150mm TO CENTER
NTS
F-1
O F
F O O T I N G S
FOOTING DIMENSIONS (mm)
LENGTH
WIDTH
(L)
TIES : 10 mm
1@50, 8@75, REST @
SCALE :
S C H E D U L E
DEPTH
(W)
800
800
A. CONCRETE
fc' = 20.685 Mpa ( 3,000 Psi ), minimum compressive strength of concrete
REINFORCEMENT
(D)
(t)
1200
250
a 28 days unless otherwise specified.
REMARKS
THICKNESS
BAR X
B. REBAR
BAR Y
fy = 275.8 Mpa ( 40,000 Psi ), minimum yield strength of reinforcing bars
4 - 16mm%
unless otherwise specified.
SQUARE FOOTING
4 - 16mm%
150mm TO CENTER
C. STRUCTURAL STEEL
F-2
TO
FOUNDATION LEVEL
TIES : 10 mm
50M
DESIGN CRITERIA :
MAIN BAR:
4-%16mm
1 :
TYP. FOOTING DETAIL
A
S1
MAIN BAR:
SCALE
S-1
SECTION
300
DETAIL OF RAMP
E
1:20m
1000
1200
1000
4 - 16mm%
250
SQUARE FOOTING
4 - 16mm%
Fy = 248 Mpa ( 36 Ksi ), specified minimum yield strength
unless otherwise specified.
D. FOUNDATION
SBP = 95.706 Kpa ( 2,000 Psf ), was used in the design for all footings.
No footing shall rest on fill.
REPUBLIC OF THE PHILIPPINES
DESIGNER BY :
PREPARED
CHECKED
CHECKED
BY:
BY
:
REVIEWED BY:
RECOMMENDING APPROVAL
:
RECOMMENDING APPROVAL
APPROVED
:
BY :
CONCURRED BY :
PROJECT TITLE :
EMMANUEL P. CUNTAPAY
GILBERTO S. REYES
CHIEF, ARCHITECTURAL DIV.
DPWH
SCHO
OL
INEERING D
IV
ENG
I
ON
SI
FAC IL IT
AL
IE
IC
D
AN
S
S
De ED
p
DEPARTMENT
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
MERALCO AVENUE, PASIG CITY
DANILO C. MANALANG
ASST. DIRECTOR, BUREAU OF DESIGN
DIRECTOR, BUREAU OF DESIGN
UNDERSECRETARY
MAXIMO M. CALBANG
JOHN CARLO L. TOLIBAS
LUIS G. PURISIMA, Jr.
PDO III
ENGINEER III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
DPWH
OLIVER R. HERNANDEZ
ANTONIO A. INNOCENTES
DPWH
RAMON C. BACANI
& CHAIRMAN
MULTI-PURPOSE
RAMON C. BACANI
WORKSHOP
DEPATMENT OF EDUCATIONBUILDING
(DepED)
PROJECT NO:
OWNER :
DESIGNED BY:
NQM
ENCODED BY:
MMC
CHECKED BY:
LGP
UNDERSECRETARY
DPWH, TASK FORCE IN SCHOOL BUILDING
LOCATION :
.
SHEET NO:
DEPARTMENT OF EDUCATION
MAX C
DepED
SHEET CONTENTS :
FOUNDATION, ROOF FRAMING PLAN
FOOTING & COLUM SCHEDULE, DESIGN
CRITERIA, AND WALL FTG. DET.
DATE :
NOTE:
S-1
2
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
B
C
B
C
A
1
S-
A
2
S-
2
2
4-%16x300mm LONG
2
R-
E
1
B-
EB
R2
2
R-
1
1
B-
R2
EB
E
BENT ANCHOR
1
300x150x10mm
RG-2
RG-1
RG-1
RG-2
RG-2
300
BASE
50
RG-1
RG-2
PLATE
37.5
50
RG-1
BOLTS
37.5
R-2
10mm X 150mm
ANCHOR BOLTS
SPACED @ 800mm O.C.
EB-1
(SEE SCHED)
LINE OF R-1/R-2
10mm THICK
PLAN
ELEV @ GRID 1 & 5
A
S-2
SCALE:
B
S-2
1:100 M
B
C
ELEV @ GRID
SCALE:
SECTION DETAIL
F
3
PLATE
SCALE
S-2
NTS
1:100 M
2-%16
A
2-%16
BOLTS
BOLTS
4-%16x300mm
20
R1
1
R-
LONG
65
R-1/R-2
BENT
ANCHOR
20
65
BOLTS
10mm THICK
300x150x10mm
150
150
RG-1
BASE
PLATE
10mm THICK
PLATE
PLATE
4-%16x300mm LONG
BENT
RG-1
ANCHOR
BOLTS
R
300x150x10mm
BASE
2LC-150x65x20x3
LC-150x65x20x3
R-2
100
R-1
S-2
SCALE:
S-2
1:100 M
SCALE
NTS
ELEVATION
LC-100x50x15x1.5
DETAIL OF PURLINS
G
S-2
L2
L1
LAP SPLICES ARE ALLOWED
2D
RC BEAM/COLUMN
DETAIL OF RAfTER
D
ELEV BET GRIDLINES
C
2D
2D
1
PLATE
15
50
LAP SPLICES ARE ALLOWED
SCALE
TYPICAL RAFTER ANCHORAGE DETAIL
H
NTS
ELEVATION
SCALE
S-2
1:20
M
2D
ONLY IN THIS PORTION
ONLY IN THIS PORTION
100x50x15x1.5mm
2-10mm SIDE BARS
STEEL
C-PURLINS
750mm O.C.
10mm%
TYPICAL BEAM ELEVATION
E
TOP OF RAFTER
S-2
STEEL
C-PURLINS
E
A
M
S
C
H
E
D
U
L
E
LEVEL
ROOF
BEAM
MARK
BEAM
DIMENSIONS
( in / mm )
S T E E L
R E I N F O R C E M E N T S
LEFT
REBAR
RIGHT
RG-1
150
400
12mm
2
2
2
2
2
2
1@50, 8@100, REST@200
RG-2
150
400
12mm
2
2
2
2
2
2
1@50, 6@100, REST@200
EB-1
150
250
10mm
2
2
2
2
2
2
1@50, REST@200
BOTTOM
TOP
BOTTOM
DESIGNER BY :
PREPARED
CHECKED
CHECKED
BY:
BY
10mm SAG ROD
:
REVIEWED BY:
RECOMMENDING APPROVAL
:
1 :
SCALE
RECOMMENDING APPROVAL
APPROVED
:
BY :
5 M
S-2
CONCURRED BY :
GILBERTO S. REYES
CHIEF, ARCHITECTURAL DIV.
DPWH
SCHO
OL
S
INEERING D
IV
ENG
I
ON
SI
FAC IL IT
AL
IE
IC
D
AN
De ED
p
DEPARTMENT
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
MERALCO AVENUE, PASIG CITY
DANILO C. MANALANG
ASST. DIRECTOR, BUREAU OF DESIGN
DIRECTOR, BUREAU OF DESIGN
PROJECT TITLE :
UNDERSECRETARY
JOHN CARLO L. TOLIBAS
LUIS G. PURISIMA, Jr.
PDO III
ENGINEER III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
OLIVER R. HERNANDEZ
ANTONIO A. INNOCENTES
MAXIMO M. CALBANG
DPWH
DPWH
SCALE
RAMON C. BACANI
& CHAIRMAN
MULTI-PURPOSE
RAMON C. BACANI
WORKSHOP
DEPATMENT OF EDUCATIONBUILDING
(DepED)
1
:
PROJECT NO:
LOCATION :
.
1 :
SCALE
S-2
10 M
OWNER :
DESIGNED BY:
NQM
ENCODED BY:
MMC
CHECKED BY:
LGP
UNDERSECRETARY
DPWH, TASK FORCE IN SCHOOL BUILDING
SAG ROD CONNECTION DET.
K
TIE ROD CONNECTION DET.
J
EMMANUEL P. CUNTAPAY
S
R1/
R2
BOLT
PURLIN CONNECTION DET
I
S-2
REPUBLIC OF THE PHILIPPINES
EACH END
10mm
h
TOP
WITH
(UNLESS NOTED OTHERWISE)
b
BOTTOM
0
L-50x50x4.5
MID SPAN
WASHERS @
50x100x15x1.5mm
STEEL C-PURLINS
750mm O.C.
15
S T I R R U P S
(mm )
TOP
1
1-%10mm A-307
ANCHOR
FLOOR
LEVEL
CL.
50
ROD
NUTS &
10mm TIE ROD WITH
STANDARD NUTS &
WASHERS @ EACH END
100x50x15x1.5mm
750mm O.C.
B
SAG
STANDARD
SHEET NO:
DEPARTMENT OF EDUCATION
DepED
MAX C
SHEET CONTENTS :
ELEVATIONS @ GRIDLINES, BEAM
SCHEDULE
AND
TRUSS CONNECTION
DETAILS
DATE :
NOTE:
10 M
S-2
2
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
LEGEND
GENERAL NOTES
1.
ALL
ELECTRICAL
THIS
PLAN
WORKS
AND
SHALL
COMPLY
SPECIFICATIONS.
THE
IN
ACCORDANCE
APPLICABLE
SYMBOL
WITH
RULES
AND
THE
THE
OF
AND
REGULATION
REQUIREMENTS
ELECTRICAL
A
DULY
OF
WORKS
OF
THE
SHALL
REGISTERED
THE
LOCAL
LOCAL
BE
POWER
UNDER
ELECTRICAL
ENFORCING
IMMEDIATE
SUPERVISION
2
-
2 x 40 WATTS FLUORESCENT LAMP
F
-
CEILING FAN OUTLET
S/Sa
-
ONE GANG DEVICE SWITCH
S ab
-
TWO GANG DEVICE SWITCH
S cde
-
THREE GANG DEVICE SWITCH
1
-
1 x 40 WATTS FLUORESCENT LAMP
WIRING
a.
METHOD
FEEDERS
SHALL
AND
BE
AS
-
FAN CONTROL SWITCH
RISERS
b. LIGHTING, POWER
FOLLOWS
-
-
RACEWAY CONDUIT CONCEALED IN CEILING
-
RACEWAY CONDUIT CONCEALED UNDER FLOOR
-
PANELBOARD
4.
ALL
WIRES
SHALL
RECEPTACLE -
BE
AND
METALLIC
POLYVINYL
SCH.
COPPER
-
DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE
Sf
:
INTERMEDIATE
BRANCH CKT., & AUXILIARY
CONDUIT
CHLORIDE
CONDUIT
40
THERMOPLASTIC
INSULATED
TYPE
"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM
SIZE
OF
2
3.5mm
WIRE
AND
BE 15mm
I
ALL
6.
ALL
WITH
FOR
THE
TO
FOR
LIGHTING
600
BE
VOLTS.
CIRCUIT
HOMERUN
SMALLEST
SHALL
BE
USED
SYSTEM
AS
HEIGHT
a.
LIGHT
b.
CONVENIENCE
c.
PANELBOARD
SHALL
RACEWAY
SHALL
WP
GALVANIZED
PER
GAUGE
NO.
16
OF
BE
LOCATION
WIRING
AND
NEW
AND
PURPOSE
TO
ALL
ELECTRICAL
DEVICES
OUTLET
SHALL
BE
OF
APPROVED
LIGHTING
CODE
AS
POLE
AT
AF
LIGHTING OUTLET
900
230
2
20
50
3-3.5mm² THW IN 15mm% C
2
LIGHTING OUTLET
1300
230
2
20
50
3-3.5mm² THW IN 15mm% C
3
CONVENIENCE OUTLET
900
230
2
20
50
3-3.5mm² THW IN 15mm% C
4
CONVENIENCE OUTLET
900
230
2
20
50
3-3.5mm² THW IN 15mm% C
5
CONVENIENCE OUTLET
360
230
2
20
50
3-3.5mm² THW IN 15mm% C
6
SPARE
1500
230
2
20
50
TOTAL
5860
WEATHERPROOF TYPE
-
HOMERUN DIRECT TO PANELBOARD
-
ELECTRIC SERVICE METER
-
SERVICE ENTRANCE
IL
=
=
5860
2
FEEDER: 2-5.5mm THW IN 20mm
25.48 A
230 V
RSC
PROTECTION: 40 AT, 50 AF, 2P, 240 V
AND
REQUIREMENT.
FOLLOWS
:
1.20
M
ABOVE
FINISH
FLOOR
-
0.30
M
ABOVE
FINISH
FLOOR.
1.80
M
ABOVE
FINISH
FLOOR
OVERHEAD SERVICE ENTRANCE
CONNECTED TO 220V AC, 1O,
2 WIRE, 60 Hz FITTED WITH
20mm O TYPE "F" CONDULET
5
4
3
2
M
USAGE.
-
-
1
BRAND
PROVIDED
SWITCH
VOLT
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
DEEP
1
PHILIPPINE
WIRE & CONDUIT SIZE
1
DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE
LP
SHALL
BE
LOAD
BREAKER
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
BE
KNOCKOUTS.
PARTICULAR
CIRCUIT
MOUNTING
AND
SHALL
FACTORY
GROUNDING
POWER
8.
BOXES
MATERIALS
TYPE
7.
INSULATED
OUTLET
TYPE
POWER
TRADE/NOMINAL SIZE.
O
5.
FOR
DESCRIPTION
CIRCUIT
VA
: 40AT, 100AF, 2P, 240V
ENGINEER.
2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE,
230 V AC, 60 Hz.
3.
NO.
CEILING LIGHT OUTLET
AUTHORITY
COMPANY.
CKT.
-
OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).
THE
DESCRIPTION
PROVISIONS
MAIN
PANELBOARD: LP
1
5
4
3
2
CEILING LINE
BUILDING WALL
METERING CONDUIT
2
2-5.5mm THW
KWHR METER
b
S
2
c
2
2
S
d
e
B
2
b
a
2
2
B
c
2
2
1800 mm
a
2
2
1800 mm
S
3500 mm
A
S
A
IN 20mmORSC
5
LP
f
2
f
d
2
2
b
a
2
1
LP
C
2
LP
Sf
Sd
c
2
S
FIN. GRADE LINE
2
1
1
E-1
i
h
j
1
IN 15mm C
C
c
Sij
H
1-3.5mm² THW COPPER WIRE
LP
S
ab
Sgh
g
GROUND FLOOR LINE
3
LP
4
LP
LIGHTING LAYOUT
SCALE:
REPUBLIC OF THE PHILIPPINES
1
:
2
E-1
100 M
DESIGNER BY :
PREPARED
CHECKED
CHECKED
BY:
BY
16mm
:
REVIEWED BY:
RECOMMENDING APPROVAL
:
POWER LAYOUT
SCALE:
1 :
RECOMMENDING APPROVAL
APPROVED
:
BY :
3
E-1
100 M
CONCURRED BY :
PROJECT TITLE :
EMMANUEL P. CUNTAPAY
GILBERTO S. REYES
CHIEF, ARCHITECTURAL DIV.
DPWH
INEERING D
IV
ENG
I
ON
SI
FAC IL IT
AL
IE
IC
D
AN
S
S
SCHO
OL
De ED
p
DEPARTMENT
OF EDUCATION
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
MERALCO AVENUE, PASIG CITY
DANILO C. MANALANG
ASST. DIRECTOR, BUREAU OF DESIGN
DIRECTOR, BUREAU OF DESIGN
MAXIMO M. CALBANG
VENERANDO D. SAHAGUN
LUIS G. PURISIMA, Jr.
PDO III
ENGINEER III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
PFSED-DepED
DPWH
OLIVER R. HERNANDEZ
ANTONIO A. INNOCENTES
UNDERSECRETARY
DPWH
RAMON C. BACANI
x
2400mm LENGTH
GROUNDING ROD COPPERWELD
1
& CHAIRMAN
MULTI-PURPOSE
RAMON C. BACANI
WORKSHOP
DEPATMENT OF EDUCATIONBUILDING
(DepED)
ELECTRICAL RISER DIAGRAM
SCALE:
PROJECT NO:
OWNER :
DESIGNED BY:
NQM
ENCODED BY:
MMC
CHECKED BY:
LGP
UNDERSECRETARY
DPWH, TASK FORCE IN SCHOOL BUILDING
LOCATION :
.
NTS
SHEET NO:
DEPARTMENT OF EDUCATION
DepED
MAX C
SHEET CONTENTS :
GENERAL NOTES, LEGEND, SINGLE LINE
DIAGRAM, RISER DIAGRAM, LIGHTING &
POWER
DATE :
NOTE:
LAYOUT
E-1
1
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS
LEGEND:
150
1000
700
150400150
INLET
10mm VERT. & HOR. BAR
@200mm OC. E.W.
100
100mm THK. SLAB
w/100mm REBARS
@300mm BOTHWAYS
2300
w/100mm REBARS
@300mm BOTHWAYS
LONGITUDINAL
PLAN
700
150400150
150mm THK. CHB w/10mm
1SLOPE
50
50
w/10mm REBARSS
6
HOR. EVERY 2-LAYER,
INLET
CDP
VERT. @600mm OC.
TYP. COVER DETAIL
P-1
OUTLET
SCALE
:
1:10m
SECTION
OUTLET
SLOPE
5
10mm REBARS EW SPACED
AS SHOWN
150
CROSS SECTION
SECTION
REBARS HOR. @3-LAYER,
VERT @600mm OC.
1SLOPE
INLET
2000
100mm THK. SLAB
50
150mm THK. CHB
CDP
0.20
BAR @200mm OC. E.W.
WALL REINFORCEMENT
1SLOPE
1300
600
10mm VERT. & HOR.
DIGESTIVE CHAMBER
GRAVEL BED
PLAN
WALL REINFORCEMENT
ONE FACE BITUMIN TAR
CHAMBER
50 (TYP.)
COMPOUND OR APPLY
ONE FACE BITUMIN TAR
100
COMPOUND OR APPLY
50
1000
150
CTACH BASIN DETAIL
P-1
SCALE
:
4
SEPTIC TANK DETAIL
P-1
SCALE
:
SCALE
CV
CHECK
HB
HOSE
FD
FLOOR
SEPTIC TANK
100 PVCSP TO MAIN
VALVE
BIBB
DRAIN
GALVANIZED IRON COLD WATER RISER (SCH. 40)
GV
GATE
VALVE
MH
MANHOLE
PVCDS POLYVINYL
CHLORIDE
PVCDP
CHLORIDE DRAIN PIPE
POLYVINYL
PVCDS POLYVINYL
CHLORIDE
DOWNSPOUT
PVCSP
CHLORIDE
SOIL
POLYVINYL
GV
150mm CDP
100mm CDP
CB
32 GICWL
M
POLYVINYL
POLYVINYL
CHLORIDE
VENT. PIPE
PVCVS POLYVINYL
CHLORIDE
VENT
100mm CDP
CB
CB
100mm CDP
POLYVINYL
CHLORIDE
WASTE PIPE
PVCWS
POLYVINYL
CHLORIDE
WASTE
RD
ROOF DRAIN
UD
URINAL
DRAIN
WC
WATER
CLOSET
LAV
LAVATORY
COUNTER
STACK
SINK
PLUMBING NOTES:
CB
GRADES OF HORIZONTAL
RUN ALL
HORIZONTAL
PIPINGS
PIPINGS
IN
PERPECT
ALIGNMENT
AND
AT
50 PVCVTF
50 PVCWP
ALL
3.
CB
OR
75 PVCDS
75 PVCVTR
m
0m
10
I
W
C
CW
P
L
G
50
C
W
FD
V
LA
00
C
5.
.
CB
7.
8.
O
X
.
THE
PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION
O
m
0m
10
m
MERALCO AVENUE, PASIG CITY
SHALL
BE
USED
ON HORIZONTAL
SOIL
OF SADDLE
HUB
AND
BEND
ARE PROHIBITED.
HOUSE DRAINAGE CONNECTION.
LESS THAN 0.30
TOP
OF
9.
THE
NO SEPTIC VAULT
ALL
PLUMBING
ALL
OF
SHALL
WORKS
MASTER
SEPTIC
METER
SEWAGE
OF
AND
BE
VAULT MUST BE
AIR
THE
SPACE
UNDER
CONSTRUCTED
SHALL
PLUMBER
DIMENSION ARE
BE
AND
UNDER
MUST BE
PART
THE
OTHERWISE
LEFT
BETWEEN
OF VAULT
UNDER
A LICENCED
IN MILLIMETER
WATERPROOFED.
THE
ROOF
BUILDING.
SUPRVISION OF
PLUMBING
SLAB.
A
CONTRACTOR.
SPECIFIED.
DESIGN CRITERIA
m
T
R
Y
m
10
0
i. LIVE LOAD_________________ 1000Pa
N
ii ALLOWABLE STRESSES
1. CONCRETE
2. CONCRETE MASONRY UNITS (LOAD BEARING CHB)
CD
CB
fm' =6.90 MPa, fm = 2.41 MPa
3. REINFORCING
FOR
CD
APPROVED BY :
CONCURRED BY :
LUIS G. PURISIMA, Jr.
OLIVER R. HERNANDEZ
RAMON C. BACANI
PDO III
ENGINEER III
HEAD, PLANNING & DESIGN UNIT
CHIEF, PFSED-OPS
UNDERSECRETARY
PFSED-DepED
PFSED-DepED
DEPARTMENT OF EDUCATION
DEPARTMENT OF EDUCATION
BARS
SMALLER THAN
P-1
SCALE
:
16mm
.
BEARING
CAPACITY
Y = 100KPa
NOTE:
1:100 M.
WATER
PROJECT NO:
MULTI-PURPOSE
WORKSHOP
BUILDING
LOCATION :
4. ASSUMED ALLOWABLE
ISOMETRIC VIEW
PROJECT TITLE :
ELIAS MELQUIADES EMEL CUBA II
BARS
STEEL
fy = 230 MPa
2
MAXIMO M. CALBANG
PFSED-DepED
USED
THE
P
I
INEERING D
IV
ENG
I
OF EDUCATION
:
AND
NOT
m
I
S
DEPARTMENT
RECOMMENDING APPROVAL
BRANCH
THE DIGESTION CHAMBER
LICENSED
I
I
m O
T N
0m
15 CDP MA GE
NA TEM
A
S
DR SY
CB
0
10
m O
T N
0m
15 CDP MA GE
NA TEM
A
S
DR SY
:
TEE
.
O
I
O
P
A
.
M
U
P
R
X
B
CB
CHECKED BY
OR
a. FOR FOOTING, BEAMS AND SLABS
fc'' = 20 MPa
1:80 M.
PREPARED BY :
HUB
PIPE CLEAN-OUTS
P
REPUBLIC OF THE PHILIPPINES
FROM
P
FR EM
T
L
YS
CW
G R S
32 ATE
W
P
:
IS
CD
I
N
PLUMBING RO-IN LAYOUT
SCALE
E
R
R
CW
D
G
R
12
A
M
B
25
R
GV
M
P
O
75 PVCDS
P-1
FLOW
FITTINGS
PIPES
I
GV
1
OF
CB
.
SYSTEM
CC
1
I
DRAINAGE
PV
I
32
VT
50 VC
P
C
CB
I
A
M
N
V
CO
75 PVCDS
TO
P
CS NE
L
PV
0
ER
10 EW
S
MAIN
CHANGE
I
SYSTEM
ENTRY
m
0m
15
DRAINAGE
1
75 PVCDS
MAIN
P
CD
FD
KS
m
P
CD
25 E
FD
I
I
FD
I
CDP TO
KS
P
T
S
P
E
L
CW
m
CB
G
m
P m
I
CB
D
K
A
N
T
I
C
CB
20
20
G
1
0
CW
0
PV L
CS
P
m
P
CD
150mm
P
SIXTEENTH BEND. WHEN THE
c) EVERY FIFTEEN METERS (15.00m) IN HORIZONTAL RUN OF PIPES.
d) AT THE END OF ANY HORIZONTAL PIPE LINES.
6.
D
T
I
P
12
G
50
CW
R
PV
CW
PV
P
CV
TF
UP
CD
100mm CDP
L
75 PVCDS
RAMP
CDP TO
CD
50
P. BOX
CB
150mm
N
A
DR
0m
10
m
m
O
A
S
S
R
I
M
O
75 PVCDS
75 PVCDS
CORRIDOR
m
00
75 PVCDS
10
VENT
BEFORE
1
CB
75 PVCDS
N
A
M EM
TO YST
S
P
CD GE
0
NA
10 RA
D
CD
P
25mm
DEP.
P. BOX
OR
OF
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
0m
0m
75 PVCVTR
75PVCDS
75PVCDS
75PVCDS
75PVCDS
75PVCDS
25mm
DEP.
CB
USE
CLEAN-OUTS ARE REQUIRED UNDER THE F0LLOWING CONDITIONS:
15
CD
P
CB
BY APPROPRIATE
AND WASTE LINES, THE DRILLINGS AND TAPPING OF HOUSE DRAIN, WASTE
1.
4.
m
PROHIBITED
NO DOUBLE
P
m
MADE
ON VERTICAL STACKS AND SHORT QUARTER BENDS MAYBE USED ON WASTE
CLASSROOM-1
PVCCO
0m
BE
LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES.
FD
50
10
IN DIRECTION SHALL
HORIZONTAL TO VERTICAL A SINGLE 1/8 BEND COMBINATION MAYBE USED
75 PVCDS
12 GICWR
CB
CHANGE
SIXTH-EIIGHT
100 PVCCO
KS
CHANGE IN DIRECTION
FORTY-FIVE DEGREES (45°) WYES, LONG SWEEP QUARTER BEND,
E
12 GICWR
100 PVCSP
FD
2.
150mm CDP
20 GICWL
KS
75PVCDS
75PVCDS
LAV
75PVCDS 75PVCTR
FD
WC
ON
SI
FAC IL IT
AL
IE
IC
STACK
PVCWP
1.
75PVCDS 75PVCTR
75PVCDS
50 PVCVTW
FD
De ED
p
CEILING
PVCVTR/W/F POLYVINYL CHLORIDE VENT TROUGH FLOOR/ROOF/WALL
1:50m
20 GICWL
WATER SYSTEM
SCHO
OL
CHLORIDE VENT. ACROSS
A FORM GRADE NOT LESS THAN TWO PERCENT (2
32 GICWL FR. MAIN
D
AN
PIPE
DRAINAGE SYSTEM
CB
S
DOWNSPOUT
100 CDP TO MAIN
SEWER LINE
GV
OUT
GICWR
CS
DRAIN PIT
CLEAN
GALVANIZED IRON COLD WATER LINE (SCH. 40)
PVCVP
:
CHLORIDE
GICWL
PVCVAC
DRAIN PIT DETAIL
P-1
1:50m
POLYVINYL
PIPE
1:50m
SECTION
3
CONCRETE DRAIN
PVCCO
150 440150
600
OUTLET
600 (MIN.
(VARIED)
100
MANHOLE
740
100
LEACHING
2100
1900
600
w/WATERPROOFING
150
1550
2300
2000
PLASTER
MANHOLE
PLAN
w/WATERPROOFING
OUTLET
250
OUTLET
INLET
CATCH BASIN
CDP
600
100
250
CDP
PLASTER
300
255
WATER LEVEL
WATER LEVEL
50
600
MANHOLE
MANHOLE
100
1550
255
CO
200
150
CO
& HOR. WAY
900
2000
CO
REBARS @600mm OC. VERT
150
150
753
1000
150
150
NGL
TEMP. . BARS @300mm EW.
(MAX)
3450
OC. BW. BENT UP 2 OUT OF 3
AT L/4 FROM FACE SUPPORT
300 100
SUPPORT & SHORT SPAN 10mm
1@50, 3@100, REST @300mm OC.
3450
150mm THK. CHB w/10mm
1000
FACE SUPPORT
UP 2 OUT OF 3 AT L/4 FROM
CO
w/10mm REBARS @200mm
150
REBARS @300mm OC. BW. BENT 2
OUT OF 3 @ L/4 FROM FACE
100mm THK.+FIN. SLAB
AND BOT. REBARS & 10 STIRRUPS
2100
1600
BW. FROM FACE SUPPORT
REBARS @200mm OC. BW. BENT
100
w/100mm REBARS @300mm OC.
S-2 100mm THK.+FIN. SLAB w/10mm
150
150x300mm RC BEAM w/2-16 TOP
100mm THK.+FIN. SLAB w/10mm
S-1a 100mm THK.+FIN. SLAB
CB
10mm BAR HANDLE
3-10mm EW
100
150
TABLE IS 1500
BELOW
GROUND LEVEL.
OWNER :
DESIGNED BY:
EMMBC
ENCODED BY:
MMC
CHECKED BY:
LGP
SHEET NO:
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
GEN. NOTES, LEGEND, DESIGN CRITERIA, PLUMBING
LAYOUT, ISOMETRIC VIEW, SEPTIC TANK, CATCH BASIN,
COVER
DATE :
NOTE:
DETAIL
P-1
1
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,
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REP. ACT 545
PH
YS