REPUBLIC OF THE PHILIPPINES
TABLE
OFFICE OF THE CITY/MUNICIPAL
ENGINEER/BUILDING OFFICIAL
OF
CONTENTS
DISTRICT/CITY/MUNICIPALITY
LAND USE & ZONING
ARCHITECTURAL
A-1
PERSPECTIVE VIEW & TABLE OF
CONTENTS
A-2
GROUND, SECOND FLOOR, ROOF,
REFLECTED
A-3
CEILING
PLANS
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-6
STAIR, HANDRAIL DETAILS
A-5
TOILET, CONC. COUNTER,
SUN
BREAKER
LINE & GRADE
DETAILS
ARCHITECTURAL
STRUCTURAL
S-1
2ND FLOOR & ROOF FRAMING
PERSPECTIVE VIEW
1
A-1
SCALE :
N T
FOUNDATION, SCHEDULE OF SLAB
S-2
PLAN
STRUCTURAL
DET. STAIR ON GRADE, RAMP &
BEAM, FOOTING/TIE BEAM/COLUMN
S
DETAIL
S-3
TRUSS DIAGRAM, STAIR DET.
DETAILS OF
STEEL
CONNECTION
SANITARY
ELECTRICAL
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)
ELECTRICAL
SANITARY
P-1
PLUMBING RO-IN LAYOUT, ROOF
DRAIN
P-2
REPUBLIC OF THE PHILIPPINES
RE
PU
B
D
PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO
I
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
ER
IN
G
,
A S SE S
SM
E
ALBERT Z. DE BELEN
C
U
DE
F O
TN
E
M
T
PTR NO. :
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
EMMANUEL P. CUNTAPAY
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
PRC NO. :
OF THE SAME DUE TO FAULTY DESIGN.
CONCURRED :
SOFIA T. SANTIAGO
GILBERTO S. REYES
0010990
TIN :
DATE :
149 460 161
27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
SEPTIC TANK, CATCH BASIN DETAILS
LEGEND, NOTES & DESIGN CRITERIA
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE
APPROVED FOR ACCREDITATION :
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
I TO R I NG
I
ON
IL
M
t h e PH
&
f
RECOMMENDING APPROVAL :
T
o
REVIEWED BY:
M
IC
P
P
L
CONSULTANT / DESIGNER
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
MECHANICAL
LAYOUT & ISOMETRIC VIEW
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
PERSPECTIVE VIEW
TABLE OF CONTENTS
DATE :
NOTE:
A-1
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
2
1
CONCRETE SUNBREAKER
3
4
9000
150mm THK.
CHB
PLASTER
PAINT
AND
WALL
5
6
4500
9000
4500
4500
4500
3
2
1
600
9000
4500
FIN.
600
CONCRETE
5
4
8
4500
9000
4500
4500
4500
600
4500
GA.24
1
W-1
W-1
W-1
WF1
A
WF1
FIBER
1000
675
W-1
PLAIN G.I. GUTTER
CEMENT FASCIA
LIGHTING
FIXTURE
6mm THK. ORD
W-2
D-1
D-1
7000
W-2
D-1
25mm
25mm
DEP.
DEP.
DEP.
FD
C
O
R
FD
R
I
D
O
b
2500
25mm
DEP.
FL1
C
W-2
D-1
25mm
2500
B
W-2
R
FD
FD
FD
FD
FD
c
RAILING (SEE DETAIL)
ROOF LINE
1000
CHALKBOARD
FL-1
WF1
CEILING
CHALKBOARD
7000
CLASSROOM-4
FL-1
PLYWOOD
w/6mm GROOVE ON 50x50mm
CLEILING JOISTS (PAINT FIN.)
dn.
CLASSROOM-3
CEILING
BOARD
LANDING
WF1
PLYWOOD
ON 12x300mm THK.
A-3
W-1
MARINE
w/GROOVE ON 50x50mm CEILING
JOISTS (PAINT FIN.)
CEILING VENT. (SEE
DETAIL)
SUNBREAKER (SEE
DETAIL)
A
6mm THK.
1
SECOND FLOOR PLAN
1
A-2
SCALE
:
1
: 100
A-3
METERS
SECOND FLOOR REFLECTED CEILING PLAN
4
A-2
1
3
2
9000
CHB
PLASTER
PAINT
AND
WALL
4500
1
:
100
METERS
4500
4500
1
4500
3
2
4
8
5
1
FIN.
A-3
9000
600
9000
4500
4500
4500
4500
4500
600
OF SUNBREAKER
WF1
HE
D-4
SHE
D-3
D-4
1
D-3
RD
A-3
A
RD
RD
RD
RD
RD
1000
W-1
W-4
800
W-1
800
W-1
850
WF1
W-1
1100
675
W-3
1100
LN.
A
:
6
9000
4500
150mm THK.
5
4
SCALE
CLASSROOM
1
1
FL1
FL1
HCR
B
W-2
D-1
W-2
D-1
W-2
25mm
25mm
25mm
PAINT FINISH
D-1
GA. 26
2500
FL1
FD
C
25mm
DEP.
DEP.
O
R
FD
FD
R
D
FD
O
R
FD
FD
B
FD
GA.26
2500
2
A-4
C
CEMENT
LN.
GA.26
GROUND FLOOR PLAN
SCALE
:
1
:
100
RD
RD
RD
I TO R I NG
ALBERT Z. DE BELEN
M
ON
E
A
ER
IN
G
,
A S SE S
&
SM
E
C
U
DE
F O
TN
E
M
T
PTR NO. :
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
PRC NO. :
OF THE SAME DUE TO FAULTY DESIGN.
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
0010990
TIN :
DATE :
149 460 161
27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
FASCIA BOARD
GILBERTO S. REYES
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
SHEET
CONCURRED :
PLAIN. G.I.
GUTTER
FINISH
PLAN
METERS
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE
APPROVED FOR ACCREDITATION :
100
T
RE
PU
B
D
PE
A
MCMXCIX
G
R
EN
T
IN
RECOMMENDING APPROVAL :
:
A
F O RC E
NO
I
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
REVIEWED BY:
ROOF
3
M
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
RD
RD
PAINT
A-4
METERS
TA
SK
P
P
L
REPUBLIC OF THE PHILIPPINES
RD
7
CONSULTANT / DESIGNER
I
ON
OF STRUCTURE
A-2 1
IL
G.I.
PAINT FINISH
1000
RAMP
UP
UP
SCALE :
t h e PH
PLAIN.
SHEET FLASHING
12x300mm FIBER
ENTRY
f
PLAIN G.I. SHT.
UP
DEP.
I
RAILING (SEE DETAIL)
o
G.I.
RIDGE ROLL PAINT FIN.
C
IC
CORR.
SHEET ROOFING
7000
W-2
DEP.
A-2
GA.26
WF1
D-1
2
7000
CLASSROOM
4776
9500
7000
D-2
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
GROUND, SECOND,
REFLECTED CEILING,
& ROOF PLAN
DATE :
NOTE:
A-2
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
1
2
3
9000
600
4500
4500
4500
4500
600
TRUSS
2500
OF
6
5
9000
4500
APEX
4
SEE TRUSS
DETAILS
3200
10200
TOP OF ROOF BEAM
SECOND
W-1
FLOOR LEVEL
CLASSROOM
W-1
3
W-1
CLASSROOM
W-1
4
W-1
3
LANDING
LONGITUDINAL SECTION
A-3
SCALE
:
100
3200
W-3
200x200mm
GLAZED WALL
TILES
C
B
9500
APEX
2500
7000
NAT.
FLOOR
LEVEL
CLASSROOM
W-1
1
W-1
CLASSROOM
W-1
2
HE
A
SHE
9500
GRD. LN.
EXPOSED
CEILING
SLAB
2500
GA.
TOP
UNDER
PAINT
FIN.
26 CORR.
SHEET
C
G.I.
A
B
9500
ROOFING
(PAINT FINISH)
1000
2500
1000
7000
APEX LINE OF TRUSS
GUTTER
ON 12x300mm
FIBER
CEMENT
FASCIA BOARD
3200
(PAINT FINISH)
GA.
26
(PAINT
PLAIN G.I.
SHEET GUTTER
FLR.
CEMENT
PLAIN PLASTER
LVL.
PAINTED
FIN.
150mm THK.
WITH 32mm
VERT. SUPPORT
@300mm
FINISH)
LVL.
NAT. GRD. LN.
SCALE
:
1
: 100
32mm
VERT.
GROUND
FLR.
2
3
4
APEX LINE
OF
4500
6
5
W-1
PIPE
W-2
RIGHT SIDE ELEVATION
A-3
SCALE
:
1 :
100
FIN.
GRD.
CLASSROOM
LEVEL
1
4500
4500
600
LN.
TRUSS
APEX
GA.26
CORR
G.I.
UNDERSLAB
PAINT FINISH
CROSS SECTION
6
A-3
3
SCALE
:
3
4
4500
4500
1
:
100
METERS
2
1
9000
600
4500
4500
4500
LINE OF TRUSS
GA.26 CORR.
SHEET
SHEET
GA.26
OF ROOF BEAM
FIBER
D-1
CEMENT FASCIA BD.
D-1
SECOND
FLOOR
W-2
LEVEL
W-2
W-2
W-2
W-1
CHB
PLAIN
CEMENT
PLASTER
RAILING
w/50mm G.I. PIPE HANDRAIL
(PAINT FINISH)
ON
(PAINT FINISH)
3200
D-1
GUTTER
12x300mm FIBER
CEMENT
PAINT
WALL
FINISH
SECOND
6725
3200
D-1
SHEET
TOP OF ROOF BEAM
FASCIA BOARD (PAINT
FIN.)
100mm THK.
6725
GA.26 PLAIN G.I.
PLAIN G.I.SHT.
GUTTER ON 12x300mm
THK
G.I.
ROOFING
(PAINT FINISH)
2500
2500
ROOFING (PAINT FIN.)
TOP
PAINT
FIN.
O.C. (PAINT
600
CHB WALL
PLASTER
SUPPORT
6
METERS
GROUND FLOOR
9000
4500
4500
G.I.
HANDRAIL
12
EXPOSE CEILING
PIPE
WITH 32mm
9000
9000
600
G.I.
@300mm
FINISH)
LVL.
NAT. GRD. LN.
4
1
FIN.
A-4
HANDRAIL
METERS
CORRIDOR
150mm THK.
325
A-3
3
50mm GA# 40
PLAIN
O.C. (PAINT
LEFT SIDE ELEVATION
2
PAINT
CLASSROOM
SECOND FLOOR LEVEL
325
FLR.
CHB
LVL.
3200
GROUND
FLR.
10
W-2
ON
(PAINT FINISH)
SECOND
6725
3200
G.I. PIPE
HANDRAIL
W-1
A-5
FASCIA BOARD
PLASTER
32mm
OF ROOF BEAM
12x300mm FIBER
CHB
3200
SECOND
325
CORR. G.I.
SHEET ROOFING
FINISH)
TOP OF ROOF BEAM
150mm THK.
6725
TOP
GA. 26
SHEET
DETAIL
538
PLAIN G.I.
SEE TRUSS
3200
GA. 26
1000
2500
OF TRUSS
3200
ROOF BEAM
6725
OF
2500
TOP
7000
1000
1000
LINE OF TRUSS
C
B
2500
1000
GROUND
325
A
W-1
W-1
FLOOR LEVEL
W-1
W-1
W-1
W-1
GA.
26 CORR.
SHEET
G.I.
SUN BREAKER
D-1
D-1
D-1
D-1
32mm G.I. PIPE
HANDRAIL w/32mm
GROUND
FLOOR LEVEL
W-2
W-2
W-2
NAT. GRD. LN.
1
A-3
SCALE
:
1 :
REPUBLIC OF THE PHILIPPINES
100
I TO R I NG
MCMXCIX
E
A
ER
IN
G
,
A S SE S
SM
E
C
U
DE
F O
TN
E
M
T
PTR NO. :
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
EMMANUEL P. CUNTAPAY
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
PRC NO. :
OF THE SAME DUE TO FAULTY DESIGN.
APPROVED FOR ACCREDITATION :
CONCURRED :
SOFIA T. SANTIAGO
GILBERTO S. REYES
0010990
TIN :
DATE :
149 460 161
27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
SCALE :
1
:
100
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE
RECOMMENDING APPROVAL :
W-1
REAR ELEVATION
A-4
METERS
REVIEWED BY:
W-1
FIN. GRD. LN.
5
ALBERT Z. DE BELEN
ON
RE
PU
B
D
PE
IN
G
A
EN
T
R
F O RC E
NO
I
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
W-1
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
M
I
W-1
LEVEL
M
IL
&
t h e PH
GROUND FLOOR
T
f
P
P
L
o
W-3
FRONT ELEVATION
CONSULTANT / DESIGNER
IC
O.C. (PAINT FIN.)
W-2
W-4
@300mm
325
325
VERT. SUPPORT
D-1
3200
3200
ON STEEL FRAMING
(SEE DETAIL)
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
METERS
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
FRONT, REAR, RIGHT
ELEVATIONS
SECTIONS
DATE :
NOTE:
A-3
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
TANGUILE PANEL DOOR ON 50X150
MM
GLASS
WITH HARDWARES
AND
INSIDE
ACCESSORIES
CORE FLUSH TYPE SWING
HOLLOW CORE
D-3
AND ORDINARY OUTSIDE
COMPLETE W/ HARDWARES AND
ACCESSORIES
PROVIDE
KICK
FLUSH TYPE SWING
W/ MARINE PLYWOOD FACING INSIDE AND
ORDINARY OUTSIDE COMPLETE W/
COMPLETE
DAMP
±635
7-BLADES
1765
2400
±635
1765
2400
7-BLADES
300
±1200
900
2400
AND
FIXED
CLEAR
GLASS
JALOUSIE WINDOWS
ALUMINUM CASING
GLASS TRANSOM
ON STANDARD
ON
AND
CLEAR
W-2
50X150 YACAL/GUIJO JAMB COMPLETE WITH
HARDWARES
SLAB
GRAVEL
W-1
ACCESSORIES
HARDWARES AND ACCESSORIES
WITH CLEAR
BLADES ON STANDARD
WITH HARDWARES
PLATE
GLASS
WITH CLEAR
ALUMINUM
TRANSOM
GLASS
CASING
AND
BLADES
JALOUSIE
FIXED
BLADES
ON 50X150
W-3
YACAL/GUIJO JAMB COMPLETE WITH
ACCESSORIES
HARDWARES
AND
WINDOWS WITH CLEAR
ON STANDARD
BLADES
GLASS
ALUMINUM
CASING
W-4
ON 50X150 YACAL/GUIJO JAMB COMPLETE
WITH HARDWARES AND
JAMB
AND
ACCESSORIES
SCALE :
COMPLETE WITH HARDWARES
GA#26 CORR. G.I.
1:100
ROOFING SHT.
1000
6mm THK.
TOP
CHORD SEE STRUCTURAL
DETAIL
2-32mm G.I.
200
32mm G.I.
PIPE
SUPPORT @300mm
SAG
900
SCALE
12mM STEEL
EMBEDD
PLYWOOD CEILING W/
50x50mm CEILING
PLAIN CEMENT
FIBER
(PAINT FIN.)
BASKET
200
A-1
1:50
7
DETAIL SECTION
SCALE
1:10
RAMP
SCALE
20x20X2mm ANGULAR
FOR FASCIA BOARD
PAINT
A-4
M
M
100X100
COATED
WITH PRIMER
BASKET
STRAINER
75mm PVC
SCALE :
1 :
SEE TRUSS
BAR
FRAME
DOWNSPOUT PAINT
DOWNSPOUT PAINT
FINISH
8
SECTION DETAIL (EAVES)
100
SPOT DETAIL (EAVES)
A-4
40 m.
SCALE
:
1:10
m.
DET.
CONCRETE
SKIRTING
6
5
GA#26 GI GUTTER PAINT FIN.
CEILING VENT (SEE DETAIL)
2A
FRAME PAINT
FINISH
A-4
A-4
300
A-4
ELEVATION OF
SCREW ON STL.
STRAINER
75mm PVC
8
2
700
200
700
DET.
CEMENT FASCIA BOARD
CEMENT
FINISH
FIN.
PLAIN
3
CEILING
JOIST
GA#26 G.I. GUTTER ON 12x300mm
BEAM
JOIST @600mm BW
LINES
100
A-4
RIVET
FASCIA BOARD FIX W/METAL
GA#26 GI STRAP
ROOF
9
6mm GROOVE ON
FLOOR FIN. w/ GROOVE
w/GROOVE LINES
900
DOWEL
IN CONC.
NON-SKID
HANDRAIL
FINISH
COPPER
12x300mm FIBER
@600mm BW
6mm THK. ORD.
1200
FLOOR
GA#26 GI STRAP
DETAIL
MARINE PLYWOOD
ON 50x50mm CEILING
900
NON-SKID
ROD SEE STRUCTURAL
6mm THK.
w/32mm VERT. SUPPORT
@1200mm O.C.(PAINT FIN.)
CEMENT
MARINE PLYWOOD
38mm TEKSCREW
C-PURLIN (SEE STRUC'L DETAIL)
HANDRAIL w/32mm
700
PIPE
FIN.
JOIST @600mm BW
DAMP PROOFING DET.
A-4
PAINT
CEILING ON 50x50mm CEILING
BEDDING
OC (PAINT FIN.)
TO
GLASS
ALUMINUM
ACCESSORIES
PROOFING
VERT.
NOT
WITH CLEAR
ACCESSORIES
38mm TEKSCREW
6
WINDOWS
ON STANDARD
CASING ON 50X150 YACAL/GUIJO
FPLAN
A-1
SHEET
JALOUSIE WINDOWS
YACAL/GUIJO DOOR JAMB
D-4
HOLLOW
POLYETHYLENE
JALOUSIE
DOOR ON 50X100
SWING
DOOR
BLOCKS
CONCRETE
14-BLADES
300
TOILET (CUBICLE)
1
CONCRETE
4 EQUAL PARTS = 600
FFL
TOILET
DOOR W/ MARINE PLYWOOD FACING
D-2
TRANSOM COMPLETE
±1200
900
300
HOLLOW
THK. YACAL/GUIJO JAMB W/ FIXED
2400
1200
1500
TOILET (DISABLED)
CLASSROOM
CLEAR
STEEL
PLATE
300
800
2100
2054
STAINLESS
KICKING
14-BLADES
300
2100
2400
600
FFL
4 EQUAL PARTS = 2500
700
900
D-1
2 EQUAL PARTS = 1400
4 EQUAL PARTS = 2500
1000
4500
150
100
6mm THK.
32
mm
G.I
PLYWD.
PIPE
(PAINTED) ON
VERTICAL SUPPORT
@ 600mm ON CENTER
PROVIDE 12mm STEEL
50x50mm CLG.
JST.
@600mm OC
DOWELS (PAINTED FIN.)
B
ORD.
CEILING
CONC.
BEAM
BW
10mm @250mm
6mm THK.
2500
R I
SPOT
5
A-4
1200
DETAIL
SCALE
1:5
9
M
A-4
11
175
:
1
: 10
PROVIDE
FIN.
12
50
INSECT
325
12
12x12mm GROOVE
m.
BEAM
A-4
50
675
12
PLAIN
5150
CEMENT FLOOR
FINISH w/GROOVE
TOTAL RUN
OF RAMP
32mm G.I.
LINES
VERT. SUPPORT
A-4
2
A-4
DET.
PLAN
OF
SCALE
1:50
REPUBLIC OF THE PHILIPPINES
I TO R I NG
MCMXCIX
E
A
ER
IN
G
,
A S SE S
SM
E
C
U
DE
F O
TN
E
M
T
PTR NO. :
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
SCALE :
1 :
RECOMMENDING APPROVAL :
EMMANUEL P. CUNTAPAY
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
PRC NO. :
OF THE SAME DUE TO FAULTY DESIGN.
11
DETAIL PLAN (VENT.)
A-4
10 m.
APPROVED FOR ACCREDITATION :
CEILING
ON 50x50mm
CEILING
JOIST @600mm
SOFIA T. SANTIAGO
GILBERTO S. REYES
0010990
TIN :
DATE :
149 460 161
27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
A-4
CONCRETE SUNBREAKER DET.
SCALE:
1:10
mts.
OC. BW (PAINT FIN.)
SECTION DETAIL (VENT.)
SCALE :
1
CONCURRED :
:
5
m
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE
10
REVIEWED BY:
ALBERT Z. DE BELEN
ON
RE
PU
B
D
PE
IN
G
A
EN
T
R
F O RC E
NO
I
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
VENT FRAME
PLYWOOD
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
M
I
FR.25x75mm
VENT
INSECT SCREEN
6mm THK
M
IL
&
t h e PH
300
T
f
P
P
L
o
25
(PAINT FIN.)
A-4
M
CONSULTANT / DESIGNER
IC
25x25mm WOOD
PROVIDE
@300mm
O.C. (PAINT FIN.)
RAMP
6
1175
PIPE
HANDRAIL w/32mm
4
SEE
DETAIL
SCREEN
3600
NON-SKID
REBARS
STRUCTURAL
VENT.
300
1400
3
JST.
BW
SPOT DETAIL (CORNER CLG)
SCALE
FR. 25x75mm WOOD
FRAMEPAINT
RAMP UP
@600mm OC
25x25mm WOOD
A-4
1400
C
50x50mm CLG.
WALL
D O R
MARINE
CEILING
(PAINTED) ON
TO CONC.
CONTACT
C O R
PLYWD.
CEILING
100
FR. QUARTER-C
MOULDING
100
ON CENTER
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
DOOR AND WINDOW SCHEDULE
RAMP, EAVES, DETAILS
LOCATION :
SUN BREAKEER DETAIL
DATE :
NOTE:
A-4
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
3
5
6
A-5
5
2200
50mm G.I. PIPE SCH.
40
A-5
4500
2200
50mm G.I. PIPE
PAINT FIN.
SCH.
250
40 PAINT FIN.
146
100
PIPE
40
FIN.
PAINT
SCH.
100
50mm G.I. PIPE
50
A
50mmG.I.
SCHEDULE 40
19mm sQUARE BAR WELD
TO G.I.
W-1
50mm G.I.
14
40 w/19mm SQ. BAR
13
PAINT FIN.
PIPE
SCH.
5
HANDRAIL DETAIL
A-5
ANCHORED @R.C.
SCALE
:
19mm SQUARE
WELDED
HANDRAIL
ANCHOR
1:20 mts
@R.C.
STAIR
BAR
TO G.I. PIPE
@146mm O.C.
146
F.F.L.
PIPE
@146mm O.C.
W A L L
TYPICAL
900
SECOND
A-5
LANDING
TO G.I.
STAIR
50
15
TYPICAL
16
WELDED
HANDRAIL
6
±168
19
19mm SQUARE BAR
TREAD
146
@146mm ON CENTER
25x25x2mm ANGULAR
BAR NOSING
7
292
12
TYPICAL
11
A-5
4
10
SECTION DETAIL
A-5
:
1:20
SCALE
:
1:20
SPOT DETAIL
A-5
mts
SCALE :
1:20
MTS
2x25x25mm
mts
ANGULAR
168
SCALE
9
CRASH RAILING
25
25
BAR
NOSING @STEP
12x12x2mm FLAT
16 TREADS
BAR STRAP
@600mm O.C.
175
50mm SCH.
PIPE
A-5
A-5
TO THE
WALL
(PAINT FIN.)
1:50 mts
6
5
7000
2500
2460
ROOF LINE
4500
40
(PAINT FINISH)
DETAIL PLAN OF STAIR
:
SCHEDULE
50
19mm SQ. BAR
ANCHORED
mts
(SECOND FLOOR TO GROUND FLOOR)
SCALE
50mm G.I. PIPE
50
100
2
1:10
FIN.
50
NOSING DETAIL
SCALE :
175
8
4540
A-5
2200
50
B
PAINT
G.I.
TREAD
6
40
900mm FROM
4672
A-5
DN
@ 292mm EACH = 4672mm
7000
900
A-5
PIPE
@146mm O.C.
50
8
850
9
TO G.I.
STEEL
FIN.
LANDING
17
WELDED
HANDRAIL
900
2500
TROWELL
18
PIPE HANDRAIL
@146mm O.C.
PLAIN CEMENT
(PAINT FINISH)
19mm SQUARE BAR
19 mm SQUARE
BAR
ANCHORED
TO THE
WALL
(PAINT FINISH)
SPOT DETAIL
SCALE :
1:5 MTS
2067
10
A
W-4
17
50mm SCH.
16
325
9
5
NATURAL
7
CHB
RAILING
PAINT
FLOOR
342
WC
HCR
FIN.
LEVEL
200
4
3
2
1
CORRIDOR
900
LAV
700
1726
CS
5
292
0
50
SECOND
ELEV.
SCALE:
DETAIL
1:50m
SCALE: 1:20m
GRADE LINE
11
A-5
2460
292
50
PLASTER AND
6
SHE
4
3
100mm THK
700
8
±168
WC
5
10
600
TILES
1
200
20
0
= 2856
11
300
WALL
GROUND FLOOR LINE
6
400
200x200mm VITRIFIED
GLAZED
C
@600mm O.C.
PAINT FIN.
9
17
7
700
40
SQ. BAR @146mm O.C
±900
PAINT FIN.
8
MIRROR
BRACKECT
G.I.
12
5mm THK.
FACIAL
SCH.
HANDRAIL w/25mm SQ.
13
BAR
295
@146mm ON CENTER
FIN.
GRAB
787
9
PAINT
1625
40 w/19mm SQ. BAR
PLASTER
2763
SCH.
RISERS
PIPE
STEEL
W-3
50mm G.I.PIPE
C
PIPE HANDRAIL w/19mm
14
38mm STAINLESS
40
900
100 650 100
@168
2 RISERS
337
3200
50mm G.I.
10
2863
11
@168
292mm EACH = 4672mm
12
16TREADS
LANDING
15
13
@
4672
CORRIDOR
19
18
15
14
MTS
200
2328
850
7000
19
SECOND FLOOR LINE
700
1100
100
4
16
1:5
146
A-6
18
SCALE :
A-5
W-1
TOILET
17
A-5
11
3200
W-3
SPOT DETAIL
A-5
4672
16 TREADS
@
292
BALCONY RAILING DET.
SCALE:
AS
SHOWN
= 4672
2
B
1
3
UP
1
A-5
(GRD FLOOR TO SECOND FLOOR)
A-6
DETAIL PLAN OF STAIR
SCALE
:
1:100
REPUBLIC OF THE PHILIPPINES
I TO R I NG
ALBERT Z. DE BELEN
ON
RE
PU
B
D
PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO
I
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
ER
IN
G
,
A S SE S
SM
E
C
U
DE
F O
TN
E
M
T
PTR NO. :
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
EMMANUEL P. CUNTAPAY
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
PRC NO. :
OF THE SAME DUE TO FAULTY DESIGN.
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE
REVIEWED BY:
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
M
I
mts.
M
IL
&
t h e PH
1:50
T
f
P
P
L
o
SCALE :
mts
CONSULTANT / DESIGNER
IC
DETAIL SECTION OF STAIR
0010990
TIN :
DATE :
149 460 161
27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
STAIR, BALCONY RAILING
DETAILS
DATE :
NOTE:
A-5
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
7
8
200x200mm GLAZED
WALL
TILES
4500
PLAIN CEM.
PLAIN CEMENT
PAINT
100
CERAMIC
700
FINISH
VITRIFIED
200x200mm VITRIFIED
1100
WALL
TILES ( GLAZED )
4
350
W-3
400
WALL TILES (GLAZED)
350
A-7 LANDING
LVL.
300
2
A-6
1710
A-7
URINAL
600
5
DETAIL SECTION OF TOILET
SCALE :
800
6
800
800
LVL.
WC
TOILET
50
TOILET
LVL.
300
1600
CONC. COUNTER
MALE
300
100
2613
SINK
2738
COUNTER
600
W-4
2688
3200
W-3
SINK
CLASSROOM
FRAMING
1100
PLASTERED
FIN.
200
LANDING
200X200
1700
LVL.
PLASTER
ON AL.
600
FLR.
512
2ND
WALL
MIRROR
FIN.
PAINT
PAINT
3mm THK. FACIAL
PLAIN CEM. PLASTERED
A-6
1:40 m.
6
DET.PLAN OF C. SINK
SCALE
1:20
:
DETAIL ELEVATION
A-6
M
SCALE :
1:20
m.
DET. SECTION
2680
1820
4
3
W-3
W-4
SPOT DETAIL
A-6
A-6
SCALE :
1:20
m.
8
850
SHE
SECOND FLOOR LINE
HE
2074
17
LANDING FLOOR LINE
D-4
D-4
16
D-3
PLASTER
38mm STAINLESS
STEEL
GRAB
0
600
2856
200x200mm VITRIFIED
TILES
300
1625
200
WALL
1700
GLAZED
SHE
SCALE
:
1:30
m.
3
A
I TO R I NG
M
ON
ER
IN
G
,
A S SE S
SM
E
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
SCALE :
CONCURRED :
1 :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
C
U
DE
F O
TN
E
M
T
PTR NO. :
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
REVIEWED BY:
ALBERT Z. DE BELEN
&
MCMXCIX
E
PRC NO. :
OF THE SAME DUE TO FAULTY DESIGN.
2
1
DET. SECTION OF TOILET/STAIR
T
L
RE
PU
B
PE
T
IN
G
A
EN
NO
I
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE
3
342
GRADE LINE
A
F O RC E
D
ES
IN
R
E
F
T
TA
SK
P
P
DEPARTMENT OF EDUCATION (DepED)
4
292
M
I
5
DET. PLAN OF TOILET
REPUBLIC OF THE PHILIPPINES
IL
6
1074
CONSULTANT / DESIGNER
t h e PH
FIN.
HCR
A-6
f
CHB WALL
PAINT
7
±920
NATURAL
o
PLASTER
8
GROUND FLOOR LINE
IC
150mm THK
10
400
2763
3200
700
HCR
A-6
11
9
D-2
1
A-5
12
BAR
5mm THK. FACIAL
MIRROR
1609
9
13
W-4
G.I.
SQ. BAR @600mm OC.
20
D-3
40
PIPE HANDRAIL w/19mm
14
SLAB
1100
850
UNDER
50mm SCH.
15
PAINT FIN.
168
A-6
2100
2
2100
1100
A-5
0010990
TIN :
DATE :
149 460 161
27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
30
m.
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
TOILET DETAILS
LOCATION :
DATE :
NOTE:
A-6
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
4
1
6
5
2
3
4500
F-1
C-1
F-1
C-1
TG-3
B
TG-3
F-1
C-1
TG-3
F-1
C-1
TG-3
B
RG-1
F-1
C-1
RG-1
C
TG-3
RG-1
RG-1
RG-1
12mm
RG-1
SCALE :
1:100
2
3
4500
SPACED @
WITH
4500
6
5
4500
L1/3
TOP
1:100
SCALE :
S-1
S-1
G-2
G-2
G-5
7
B-1
G-2
FLOOR
SLAB
LEVEL
MARK
G-1
S-1
REPUBLIC OF THE PHILIPPINES
NESS
SCALE
:
I TO R I NG
ON
MCMXCIX
E
A
ER
IN
G
,
A S SE S
SM
E
ENGINEER III
C
U
DE
F O
TN
E
M
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PRC NO. :
PTR NO. :
THEREVIEW
REVIEW& &APPROVAL
APPROVALOFOFTHIS
THISPLANS
PLANSBYBYTHE
THEDPWH
DPWHDOES
DOESNOT
NOTRELIEVE
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G-6
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T-1
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TOP
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SUPPORT
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REBAR
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LEFT SUPPORT
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ALONG
mm
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RIGHT SUPPORT
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REMARKS
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S-1
100
10
200
300
-
300
200
300
10
250
300
-
300
250
300
TWO-WAY
S-2
100
10
300
300
-
300
300
300
10
300
300
-
300
300
300
TWO-WAY
M.
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
WILFREDO S. LOPEZ
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
FORTHE
THESAFETY
SAFETYOFOFTHE
THECOMPLETED
COMPLETEDFACILITIES
FACILITIESASASWELL
WELLASASFOR
FORTHE
THEFAILURE
FAILURE
FROM
1:100
REVIEWED BY:
BERNADETTE N. AQUINO
M
RE
PU
B
D
PE
IN
G
A
EN
T
R
F O RC E
NO
I
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
ALONG
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
&
I
mm
REBAR
TOP
G-1
in
OF
M
IL
T
t h e PH
P
P
L
f
TOP
2ND FLOOR FRAMING PLAN
CONSULTANT / DESIGNER
o
G-1
SPACING
THICK-
S-2
LEVEL
G-1
B
IC
S-2
SECOND
G-1
L1/5
SCHEDULE
G-2
G-6
G-6
G-6
G-4
2500
C
S-2
L2/3
S-1
in
S-2
S-2
L1/3
BAR
CB-1
S-2
S-1
G-2
M.
TYPICAL SLAB ELEVATION
D
REBAR
B
MIDSPAN
L2
BOTTOM BAR
STAIR WELL
B-2
S-1
B-1
@
G-3a
S-1
7
B-1
G -
B-1
G-3
S-1
7
7
S-1
G -
G-5
7000
S-1
G-3
SAGRODS
4500
G -
G-3
G -
G-3
PURLINS
mm O.C
ROOF DECK FRAMING PLAN
S-1
L1/6
A
%10
750
M.
4
4500
RG-1
LC-120x40x20x2.0
L1
1
RG-1
RG-1
CROSS
C
FOUNDATION PLAN
S-1
T-1
RG-1
BRACINGS
A
RG-1
RG-2
RG-1
T-1
RG-2
T-1
RG-2
T-1
RG-2
7000
RG-1
F-2
C-2
TG-3
S-2
RG-1
RG-1
TG-3
F-1
C-1
4500
RG-1
F-2
C-2
RG-1
A
TG-3
F-2
C-2
TG-3
4500
RG-1
TG-3
4500
RG-1
F-2
C-2
F-3
C-3
RG-1
TG-1
TG-3
TG-2
F-2
C-2
TG-3
C
F-3
C-3
TG-1
F-2
C-2
2500
TG-3
100mm THICK
SLAB ON FILL
WITH 10mm
SPACED AT 400
BOTHWAYS
B
F-3
C-3
TG-2
TG-3
TG-1
TG-2
7000
TG-3
F-3
C-3
4500
6
5
4500
2500
F-3
C-3
4500
TG-2
F-3
C-3
A
4500
4500
TG-1
4500
4
RG-2
3
RG-1
2
T-1
1
TIN :
DATE :
OIC, STRUCTURAL DIVISION
199-674-196
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
FOUNDATION, SECONF FLOOR
ROOF FRAMING PLAN
SCHEDULE OF SLAB
BEAM TYP. DETAIL
DATE :
NOTE:
S-1
3
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
SCHEDULE
AS SHOWN
%10 SPACED
MAIN BARS
%10 @250
350
TIE
125
350
BAR
NGL
BEAM
(SEE SCHEDULE)
350
350
400
350
10 300mm TEMP
BARS BOTHWAYS
100
350
1-10
NOSING
C-3
5
C-2
12
C-1
100
LEVEL
6
5
10 @250
CUT BARS
CONT. BARS
4-10
125
COLUMN
10mm
DECKLEVEL
MAIN BAR:
MAIN BAR:
6-%16mm
TIES
:
10
ROOF
2ND FLOOR LEVEL
TO
10 @250
CUT BARS
MAIN BAR:
8-%20mm
mm
TIES
: 10
A
8-%20mm
mm
TIES
:
10
S-2
mm
1@50, 8@75, REST @
1@50, 8@75, REST @
1@50, 8@75, REST @
150mm TO CENTER
150mm TO CENTER
150mm TO CENTER
350
350
350
DETAIL OF TIE BEAM
SCALE
DETAIL OF STAIR ON GRADE
B
NTS
SCALE
S-2
1 :
L2/3
2D
LAP
SPLICES
TO
FLOOR LEVEL
TIES
:
10
2ND
LEVEL
FOUNDATION
MAIN BAR:
MAIN BAR:
14-%20mm
mm
TIES
: 10
mm
TIES
:
10
1@50, 8@75, REST @
1@50, 8@75, REST @
1@50, 8@75, REST @
150mm TO CENTER
150mm TO CENTER
150mm TO CENTER
MARK
D
t
W
100
PLAN
100 mm THICK
GRAVEL
BEDDING
SECTION
OF
E
(mm)
DEPTH
(D)
REINFORCEMENT
Thickness
BAR X
S
(W)
F-1
1100
1100
1500
250
5
F-2
2200
2200
1500
300
12
- 16mm%
12-
F-3
1900
1900
1500
300
11
- 16mm%
11
(t)
- 16mm%
5
I TO R I NG
M
ON
E
A
ER
IN
G
,
A S SE S
SM
E
C
U
DE
F O
TN
E
M
T
PTR NO. :
THEREVIEW
REVIEW& &APPROVAL
APPROVALOFOFTHIS
THISPLANS
PLANSBYBYTHE
THEDPWH
DPWHDOES
DOESNOT
NOTRELIEVE
RELIEVETHE
THEDESIGNER/CONSULTANT
DESIGNER/CONSULTANT
THE
R
E
I N
F
O R
E
C
E
D
M
E
U
N
T
L
S
DIMENSIONS
( in / mm )
b
h
G-1
200
400
G-2
200
G-3
LEFT
REBAR
(mm )
MID
SPAN
TOP
BOTTOM
S
RIGHT
TOP
E
T
I R
R
U
P
S
10mm
BOTTOM
(UNLESS NOTED OTHERWISE)
1@50, 6@100, REST@200
400
20mm
4
3
2
2
4
3
1@50, 6@100, REST@200
200
400
20mm
3
2
2
2
3
2
1@50, 6@100, REST@200
G-3a
200
800
20mm
3
2
2
2
3
2
1@50, 8@175, REST@300
G-4
200
400
20mm
3
2
2
2
3
3
1@50, 6@100, REST@200
G-5
250
500
20mm
5
3
2
4
5
3
1@50, 8@100, REST@200
G-6
200
400
20mm
3
2
2
2
3
3
1@50, 6@100, REST@200
G-7
250
500
20mm
5
3
2
6
5
3
1@50, 8@100, REST@200
B-1
200
400
16mm
4
2
2
2
4
2
1@50, 6@100, REST@200
B-2
200
400
16mm
2
2
2
4
2
2
1@50, 6@100, REST@200
CB-1
200
400
16mm
4
2
4
2
4
2
1@50, 6@100, REST@200
RG-1
200
400
16mm
2
2
2
2
2
2
1@50, 6@100, REST@200
RG-2
200
500
16mm
3
3
2
3
3
3
3
1@50, 8@100, REST@200
TG-1
300
500
20mm
3
2
2
2
4
3
1@50, 8@100, REST@200
TG-2
300
500
20mm
4
3
2
2
4
3
1@50, 8@100, REST@200
TG-3
300
500
20mm
3
3
2
2
3
3
1@50, 6@100, REST@200
STB-1
200
400
16mm
3
2
2
4
3
2
1@50, 6@100, REST@200
-
16mm%
STB-2
200
500
16mm
4
2
2
4
4
2
1@50, 8@100, REST@200
16mm%
LEVEL
SQUARE FOOTING
SQUARE FOOTING
SQUARE FOOTING
REVIEWED BY:
ENGINEER III
PRC NO. :
THESAME
SAMEDUE
DUETOTOFAULTY
FAULTYDESIGN.
DESIGN.
OFOFTHE
L
H
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
WILFREDO S. LOPEZ
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
FORTHE
THESAFETY
SAFETYOFOFTHE
THECOMPLETED
COMPLETEDFACILITIES
FACILITIESASASWELL
WELLASASFOR
FORTHE
THEFAILURE
FAILURE
FROM
REMARKS
- 16mm%
BERNADETTE N. AQUINO
&
MCMXCIX
T
L
RE
PU
B
PE
T
IN
G
A
EN
NO
I
R
F O RC E
D
ES
IN
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
C
A
T
TA
SK
P
P
DEPARTMENT OF EDUCATION (DepED)
E
F
E
S
M
I
T
M
2
BAR Y
(L)
REPUBLIC OF THE PHILIPPINES
IL
A
2
FOOTING
CONSULTANT / DESIGNER
t h e PH
TYPICAL BEAM ELEVATION
2
ROOF
WIDTH
L3/6
2
TIE
FOOTING DIMENSIONS
LENGTH
L2/5
BARS
2
STAIR
MARK
SIDE
NTS
SCHEDULE
FOOTING
2D
2
TYP. FOOTING DETAIL
SCALE
ALLOWED
PORTION
20mm
BEAM
S-2
ARE
THIS
BOTTOM
BEAM
E
SPLICES
ONLY IN
TOP
Y-BARS
L
LAP
LEVEL
BEAM
LEVEL
X-BARS
X-BARS
2D
L3/3
2ND FLOOR
FLOOR
NGL
Y-BARS
: 50M
S-2
mm
L
f
2D
L2/5
D
12-%20mm
BEAM
o
ALLOWED
L3/3
PORTION
2-12mm
B
IC
ARE
THIS
L2/5
8-%16mm
1
D
350
350
350
ONLY IN
SCALE
S-2
L3
L2/3
2D
MAIN BAR:
25M
L2
L1
DETAIL OF RAMP
C
0074495
TIN :
DATE :
OIC, STRUCTURAL DIVISION
199-674-196
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
COLUMN, BEAM, & FOOTING
SCHEDULES, RAMP, FOOTING
BEAM TYP. DETAILS
DATE :
NOTE:
S-2
3
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
S-4
L
5
C
4500
250
S-4
29
30 25
38
38
25 30
29
2200
6mm GUSSET
4-SPAN @1187.5
2250
4750
STB-2
DC-1
1000
P
TO
CH
O
RD
CH
MARK
DESCRIPTION
QTY
29
30 25
38
38
25 30
29
SIZE
4-12x300mm LONG
BENT ANCHOR BOLTS
W-1
TOP &
BOT.
CHORDS
2"x2"x1/4"
2L
2150
N
@
SCHEDULE OF TRUSS MEMBERS
G-2
M
STB-2
S-3
292
20
0
6mm GUSSET PLATE (TYP.)
CB-1
168
P
OF REIN.
S-3
15 TREADS
TO
RD
O
BOTTOM CHORD (FULLY
WELDED TO BASE PLATED)
DETAIL
G-3a
3200
6mm GUSSET PLATE
250
FOR
2856
M
2ND FLOOR LEVEL
S-2 (2ND/3RD LVL)
DN
CB-1
B-2
25
4500
:
7000
PLAN
SEE SCHEDULE OF
300mm EACH = 4500mm
1
P
DC-1
S-3
DETAIL OF T-1
SCALE
2442
50
100
W-2
W-2
50
2-SPAN @1125
250x200x10mm BASE
PLATE
200
W
2500
S-3
A
BOLTS
S-2
W-2
2
W
W-2
2
2-SPAN @1250
A
A
F
S-4
2L-2x2x1/4 STRUT
9500
2200
4-12x300mm LONG
1188
E
1000
CHORD
BENT ANCHOR
S-4
PLATE
2834
W-2
W
2
W-2
W-2
2
1
W-1
W-2
W-2
W
2
-
W
2
W
W-2
W-2
1
-
W
2500
BOTTOM
W
6
S-3
GROUND
FLOOR
LEVEL
250x200x10mm BASE
W-2
MEMBERS
PLATE
2"x2"x3/16"
2L
WELD
COLUMN OR
B
1
SCALE
S-3
: 5
K
M
S-3
RD
O
P
TO
CH
STAIR FRAMING PLAN (TYP)
SCALE
1:50
12@
125
TOP
STEP
BARS
1
SCALE
: 5
2-10
STEP
SCALE
12
200
@
200
SECTION OF STAIR SLAB
M
S-3
SCALE
%12
SCALE
S-3
1
: 5
ANCHORAGE
10
1
C-PURLINS
SPOT DETAIL
1
SCALE
:
STEP
ROD WITH
WASHERS
0
@
&
EACH END
LC-120x40x20x2.0
BAR
10 @300
6-%10x200mm LONG
2-10
STEP
75
PURLINS
1-%10mm A-307
100
L-2.5x2.5x1/4
100
100
BAR
100
100
CB-1
W-2
10mm @
300mm o.c.
TG-3
3-10mm
PURLIN CONNECTION DETAIL
1 : 5
SCALE
M
SAG ROD CONNECTION DETAIL
I
REPUBLIC OF THE PHILIPPINES
I TO R I NG
BERNADETTE N. AQUINO
ON
RE
PU
B
D
PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO
I
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
ER
IN
G
,
A S SE S
SM
E
ENGINEER III
C
U
DE
F O
TN
E
M
T
PRC NO. :
PTR NO. :
THEREVIEW
REVIEW& &APPROVAL
APPROVALOFOFTHIS
THISPLANS
PLANSBYBYTHE
THEDPWH
DPWHDOES
DOESNOT
NOTRELIEVE
RELIEVETHE
THEDESIGNER/CONSULTANT
DESIGNER/CONSULTANT
THE
THESAME
SAMEDUE
DUETOTOFAULTY
FAULTYDESIGN.
DESIGN.
OFOFTHE
S-3
SCALE
RECOMMENDING APPROVAL :
1
: 10
S-3
SPOT DETAIL
SCALE
1
:
WILFREDO S. LOPEZ
SOFIA T. SANTIAGO
0074495
TIN :
DATE :
OIC, STRUCTURAL DIVISION
199-674-196
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
25
SPOT DETAIL
P
M
SCALE
S-3
1
: 25
M
M
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
GILBERTO S. REYES
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
FORTHE
THESAFETY
SAFETYOFOFTHE
THECOMPLETED
COMPLETEDFACILITIES
FACILITIESASASWELL
WELLASASFOR
FORTHE
THEFAILURE
FAILURE
FROM
M
J
O
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
M
I
REVIEWED BY:
: 10
HALF TRUSS
CONNECTION DETAIL
STB-2
M
IL
&
t h e PH
T
f
P
P
L
o
1
SCALE
S-3
CONSULTANT / DESIGNER
IC
(FROM LANDING TO
2ND/3RD FLOOR LEVEL)
200mm
W-2
SAG
STANDARD NUTS
±7
5
S-3
DC-1
25 M
2-10
75
10mm%
G
mm
120x40x20x2.0mm
STEEL
BOLT
10
1@50, 8@75, REST @
@300
750mm O.C.
ANCHOR
TIES :
@300
150mm TO CENTER
S-3
DETAIL
-
M
4-16mm
1:25 M
N
CONNECTION DETAIL
MAIN BAR:
MAIN BAR
M
W
200
@120
16
1:5 M
SEE TRUSS
BAR
200mm
TYPICAL TRUSS
ANCHORAGE DETAIL
BOTTOM CHORD
E
M
@300
0
S-3
CONNECTION DETAIL
S-3
1:50
12@ 125
200
H
F
SCALE
10
SECTION
6mm GUSSET PLATE (TYP.)
S-3
M
16 @200
TEMP BARS
WELD
MAIN BARS
WELD
STAIR SECTION DETAIL
L
6mm GUSSET PLATE (TYP.)
FULL
FULL
TG-3
O
POST
CONNECTION DETAIL
D
S-3
0
KING
BEAM
2
FULL
WEB
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
TRAUSS DIAGRAM, CONNECTION
STAIR, DETAILS
DATE :
NOTE:
S-3
3
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
1.
ALL
ELECTRICAL
THESE
PLANS
WORKS
AND
SHALL
COMPLY
SPECIFICATIONS.
IN
THE
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
CEILING
LIGHT
2
-
2
WATTS
F
-
CEILING
S/Sa
-
ONE
AUTHORITY
COMPANY.
IMMEDIATE
SUPERVISION
ENGINEER.
2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE,
230 V AC, 60 Hz.
3.
WIRING
a.
METHOD
FEEDERS
SHALL
AND
BE
AS
RISERS
FOLLOWS
-
INTERMEDIATE
b. LIGHTING, POWER RECEPTACLE -
ALL
WIRES
SHALL
BE
COPPER
METALLIC
POLYVINYL
SCH.
BRANCH CKT., & AUXILIARY
4.
:
AND
CONDUIT
CHLORIDE
OF
WIRE
2
3.5mm AND
FOR
POWER
INSULATED
AND
FOR
ALL
OUTLET
TYPE
WITH
BOXES
SHALL
FACTORY
BE
FAN
GANG
FLUORESCENT
LAMP
PANELBOARD: LP
DEVICE
CKT.
SWITCH
NO.
TWO
S cde
-
THREE
GANG
S 3W
-
THREE
WAY
Sf
-
FAN
S EF
-
EXHAUST
-
RACEWAY
CONDUIT
CONCEALED
IN
-
RACEWAY
CONDUIT
CONCEALED
UNDER
-
PANELBOARD
-
CKT. BREAKER, RATING AS INDICATED
-
DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE
CONDUIT
GANG
DEVICE
SWITCH
DEVICE
DEVICE
CONTROL
SWITCH
ALL
MATERIALS
TYPE
7.
FOR
GROUNDING
POWER
8.
THE
THERMOPLASTIC
INSULATED
LIGHT
BE
USED
SYSTEM
VOLTS.
CIRCUIT
HOMERUN
SMALLEST
SHALL
RACEWAY
BE
SHALL
GAUGE
NO.
16
DEEP
-
EF
AS
HEIGHT
PER
OF
SHALL
BE
BE
BRAND
AND
PROVIDED
PHILIPPINE
WIRING
NEW
-
TO
ALL
SHALL
1.20
M
AND
PURPOSE
ELECTRICAL
DEVICES
SWITCH
OF
AS
ABOVE
LP
FLOOR
CONVENIENCE
c.
PANELBOARD
d.
FIRE
ALARM
OUTLET
-
STATION
OUTLET
POLE
AT
AF
2
230
2
20
50
3-3.5mm THW IN 15mm
2
CONV. OUTLET - 6 x 180W
1080
230
2
20
50
3-3.5mm THW IN 15mm
LIGHT OUTLET - 6 x 100W
780
230
2
20
50
3-3.5mm THW IN 15mm
EXHAUST FAN OUTLET - 1 x 180W
2
2
2
4
LIGHT OUTLET - 10 x 100W
1000
230
2
20
50
3-3.5mm THW IN 15mm
5
LIGHT OUTLET - 14 x 100W
1400
230
2
20
50
3-3.5mm THW IN 15mm
6
S
1500
230
2
20
50
P
A
R
E
TOTAL
EXHAUST FAN OUTLET, SINGLE, GROUNDING TYPE
-
HOMERUN
-
PUSH
-
ENCLOSED
FA
-
FIRE
ALARM
CONTROL
F
-
FIRE
ALARM
STATION
-
VIBRATING
B
-
FIRE
M
-
SERVICE
METER
-
SERVICE
ENTRANCE
USAGE.
LIGHTING
CODE
BE
APPROVED
2
C
C
C
C
C
6840
IL =
6840
REQUIREMENT.
FOLLOWS
FINISH
:
FLOOR
0.30
M
ABOVE
FINISH
FLOOR.
-
1.50
M
ABOVE
FINISH
FLOOR
-
1.50
M.
ABOVE
DIRECT
TO
=
2
FEEDER: 2-14mm THW IN 25mm
29.7 A
C
PROTECTION: 60 AT, 100 AF, 2P, 230 V
230 V
PANELBOARD
BUTTON
AND
B
b.
VOLT
1080
3
CEILING
WIRE & CONDUIT SIZE
LOAD
CONV. OUTLET - 6 x 180W
SWITCH
SWITCH
BREAKER
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
GALVANIZED
LOCATION
SHALL
60AT, 100AF, 2P, 230V
TYPE
KNOCKOUTS.
PARTICULAR
CIRCUIT
MOUNTING
a.
TO
:
1
SWITCH
FAN
CIRCUIT
VA
DESCRIPTION
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
6.
MAIN
OUTLET
-
I
BE 15mmO
TRADE/NOMINAL SIZE.
5.
40
40
LIGHTING
600
x
OUTLET
S ab
"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM
SIZE
DESCRIPTION
-
PROVISIONS
OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).
THE
LOAD SCHEDULE
LEGEND
GENERAL NOTES
FINISH
AIR
CIRCUIT
BELL
ALARM
BREAKER
PANEL
OUTLET
OUTLET
OVERHEAD SERVICE ENTRANCE
BELL
CONNECTED TO 220V AC, 1O,
2 WIRE, 60 Hz FITTED WITH
25mm O TYPE "F" CONDULET
FLOOR
BUILDING WALL
TO SIMILAR OUTLET
e.
f.
PUSH
FIRE
BUTTON
ALARM
&
OUTLET
VIBRATING
BELL
-
1.20
-
0.30
M
ABOVE
M
BELOW
FINISH
CEILING
@ SECOND FLOOR
2ND FLOOR LINE
FLOOR
PANEL LP
LINE
B
B
2
2-14mm THW
IN 25mmORSC
60AT, 100AF, 2P, 230V AC
20
20
20
20
TO LINE SIDE OF LP
F
METERING CONDUIT
2
3-3.5mm THW
KWHR METER
20
IN 15MMORSC
FA
20
2
2-3.5mm THW
IN 15MMORSC
TO NEAREST C.O.
ENCLOSED ACB
#8mm
I
16mm O
1500 mm
2
1800 mm
GROUND TERMINAL
BARE COPPER WIRE
RATING: 20AT, 50AF,
230V, 2P
x 2.40m
2
2-3.5mm THW
IN 15MMORSC
ELECTRICAL
GROUND FLOOR LINE
FIRE ALARM
VIBRATING BELL
COPPERWELD
GROUND ROD
FIN. GRADE LINE
2
1-8.0mm BARE COPPER WIRE
IN 15mmO C
16MMO
SINGLE LINE DIAGRAM
NOT
TO
x
240MM LENGTH
GROUNDING ROD COPPERWELD
SCALE
RISER DIAGRAM
NOT
REPUBLIC OF THE PHILIPPINES
RE
PU
B
D
PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO
I
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
ER
IN
G
,
A S SE S
SM
E
BERNADETTE N. AQUINO
ENGINEER III
C
U
DE
F O
TN
E
M
T
PRC NO. :
PTR NO. :
THEREVIEW
REVIEW& &APPROVAL
APPROVALOFOFTHIS
THISPLANS
PLANSBYBYTHE
THEDPWH
DPWHDOES
DOESNOT
NOTRELIEVE
RELIEVETHE
THEDESIGNER/CONSULTANT
DESIGNER/CONSULTANT
THE
THESAME
SAMEDUE
DUETOTOFAULTY
FAULTYDESIGN.
DESIGN.
OFOFTHE
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
WILFREDO S. LOPEZ
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
FORTHE
THESAFETY
SAFETYOFOFTHE
THECOMPLETED
COMPLETEDFACILITIES
FACILITIESASASWELL
WELLASASFOR
FORTHE
THEFAILURE
FAILURE
FROM
RECOMMENDING APPROVAL :
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
I TO R I NG
I
ON
IL
M
t h e PH
&
f
T
o
REVIEWED BY:
M
IC
P
P
L
CONSULTANT / DESIGNER
0074495
TIN :
DATE :
OIC, STRUCTURAL DIVISION
199-674-196
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
TO
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
SCALE
PROJECT NO:
99-017
DESIGNED BY: RDS
ENCODED BY:
OWNER :
DEPARTMENT OF EDUCATION
DepED
RDS
CHECKED BY:
SHEET CONTENTS :
GENERAL NOTES
LOCATION :
DATE :
5-5-00
NOTE:
SHEET NO:
LOAD SCHEDULE
LEGEND
SINGLE LINE DIAGRAM RISER DIAGRAM
E-1
2
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
1
2
3
6
5
4
1
A
2
3
6
5
4
A
b
a
2
CLASSROOM
d
c
2
2
2
CLASSROOM
F
b
2
B
2
Scd
Sf
Sefg
f
e
2
g
2
2
2
B
LP
F
C
2
2
B
B
d
c
Sab Sf
LP
S
F
a
1
2
5
C
SECOND FLOOR POWER LAYOUT
SECOND FLOOR LIGHTING LAYOUT
SCALE :
SCALE :
1:100 M
2
3
6
5
4
1
A
1:100 M
3
2
6
5
4
A
S EF
b
a
2
CLASSROOM
d
c
2
2
EF
S
2
CLASSROOM
h
Shi
F
F
i
b
a
2
d
c
2
2
2
LP
B
B
TO C.O.
2
1
F
C
B
4
Sefg
f
e
LP
B
Scd Sf
Sab Sf
g
2
2
LP
TO FA
LP
FA
C
M
ENCLOSED AIR CIRCUIT BREAKER
RATING: 220 V, 2P, 20AT, 50AF
3
TO LINE SIDE OF LP
OVERHEAD SERVICE ENTRANCE
REFER TO RISER DIAGRAM
GROUND FLOOR POWER LAYOUT
SCALE :
REPUBLIC OF THE PHILIPPINES
I TO R I NG
RE
PU
B
D
PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO
I
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
ER
IN
G
,
A S SE S
SM
E
BERNADETTE N. AQUINO
ENGINEER III
C
U
DE
F O
TN
E
M
T
PRC NO. :
PTR NO. :
THEREVIEW
REVIEW& &APPROVAL
APPROVALOFOFTHIS
THISPLANS
PLANSBYBYTHE
THEDPWH
DPWHDOES
DOESNOT
NOTRELIEVE
RELIEVETHE
THEDESIGNER/CONSULTANT
DESIGNER/CONSULTANT
THE
THESAME
SAMEDUE
DUETOTOFAULTY
FAULTYDESIGN.
DESIGN.
OFOFTHE
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
WILFREDO S. LOPEZ
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
FORTHE
THESAFETY
SAFETYOFOFTHE
THECOMPLETED
COMPLETEDFACILITIES
FACILITIESASASWELL
WELLASASFOR
FORTHE
THEFAILURE
FAILURE
FROM
RECOMMENDING APPROVAL :
1:100 M
A
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
ON
I
REVIEWED BY:
SCALE :
M
IL
M
t h e PH
&
f
T
o
P
P
L
CONSULTANT / DESIGNER
IC
GROUND FLOOR LIGHTING LAYOUT
1:100 M
0074495
TIN :
DATE :
OIC, STRUCTURAL DIVISION
199-674-196
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
99-017
DESIGNED BY:
RDS
ENCODED BY:
OWNER :
DEPARTMENT OF EDUCATION
DepED
RDS
CHECKED BY:
DATE : 5-5-00
NOTE:
SHEET NO:
SHEET CONTENTS :
GROUND FLOOR POWER LAYOUT
SECOND FLOOR POWER LAYOUT
GROUND FLOOR LIGHTING LAYOUT
SECOND FLOOR LIGHTING LAYOUT
E-2
2
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
1
3
2
4
9000
4500
4500
4500
4500
600
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
1000
RD
6
9000
4500
600
5
7000
A
2500
B
1000
LN. OF STRUCTURE
ROOF DRAIN LAYOUT
6
3950
R
P
T
C
C
G
T
C
P
R
R
C
C
R
C
D
C
G
m
F
P
T
T
R
M
S
D
C
S
R
m
P
LA
m
S
C
V
V
m
M
OO
m
75
PVCVTW
T
R
D
C
D
D
m
C
P
D
S
m
T
0
15
C
D
S
M
OO
V
S
7
R
m
LA
C
m
75
m
C
B
S
P
P
C
V
m
5
G
D
P
C
m
m
0
5
1
P
75mmPVCDS
3
AM
U
C
B
m
0
15
R
D
F
m
GICWL
P P
D
RISER
C
P
CO
P
D
S
V
P
2
75
G
50mPVCTW
V
C
C
B
PVCSP
12mm GICWL
50mm
U
C
10
G
m
0m
P
D
C
P
C
P
P
C
C
D
E
C
G
R
R
T
R
C
P
D
C
P
m
m
C
C
C
G
P
R
R
C
E
S
T
R
P
C
P
P
C
C
V
P
m
m
R
T
CV
V
P
m
P
N
S
D
S
B
C
P
K
C
E
P
S
0
0
2
0
0
3
2
PVCSP
100mm
m
W
T
V
C
V
L
W
A
5
I
m
PVCVTW
100mm
LAV
B
O
V
LA
F
20
O
W
15
O 0m
m
M
AI
N
P
m
W
V
m
m
50 ISE
EM
0
0
V
V
S
m
5
m
m
L
W
m
m
12
SY
GICWL
E
IS
S
I
E
12mm
50
0
15
FD
CLASSROOM
V
m
G
ROOF LINE
50mm
WC
HCR
V
V
m
CO
CS
20mm
H
H
75mmPVCDS
150mm CDP
1
PVCVTR
0
10
5
O
W
V
V
75mmPVCDS
50mm
RISER
FD
m
0m
S
1
12mm GICWL
CO
CLASSROOM
H
F
V
V
W
PVCSP
75mmPVCDS
PVCWP
W
75
W
L
50mPVCTR
100mm
WC
SHE
HE
L
W
m
m
50 ISE
IN
A
75mm PVCDS
RISER
I
m
m
12
I
PVCVTR
75mPVCDS
75mPVCDS
50mm
m
m
P
W
C
m
m
5
75mPVCDS
A
75mm PVCDS
100mm
TW
CV
0
75mm
PVCWP
4
S
10
PV
m
5
V
m
0m
2m
7
V
P
75mm PVCDS
E
E
P
0
5
N
TA
TI
0
CB
V
PVCVTR
5
150mmCPD
CB
75mmPVCDS
SEWER
SYSTEM
150mmCPD
9
3
TO
NEAREST
CB
S
1
0
0
5
2
PVCSP
W
WTVCVP mm05
2000
SEPTIC TANK
50mm
2300
0
E C
A S
Y R P
S E
T S T
E T O
M
0
0
6
W
L
1000
I
2500
LY
5
4
38
m
m
W O
A
M
AI
E
N
SU
1
METERS
10
V 0m
m
S
: 100
5
2
1
R
3
SCALE :
VT
P-1
PV
C
2
m
RD
0m
C
D
P
LI
N
E
A
C
U
DE
F O
TN
E
M
T
THEREVIEW
REVIEW& &APPROVAL
APPROVALOFOFTHIS
THISPLANS
PLANSBYBYTHE
THEDPWH
DPWHDOES
DOESNOT
NOTRELIEVE
RELIEVETHE
THEDESIGNER/CONSULTANT
DESIGNER/CONSULTANT
THE
m
m
C
P
7
5
B
B
C
ER
IN
G
,
A S SE S
SM
E
ELIAS MELQUIADES EMEL B. CUBA II
T
T
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
SANITARY ENGINEER
PRC NO. :
TIN :
PTR NO. :
DATE :
CHIEF, ARCHITECTURAL DIVISION
BUREAU OF DESIGN, DPWH
D
R
P
D
C
RECOMMENDING APPROVAL :
EMMANUEL P. CUNTAPAY
N T S
G
MAIN
TO
WATER SUPPLY
GICWL
DRAINAGE
CDP
150mm
I TO R I NG
ON
M
&
RE
PU
B
D
PE
A
MCMXCIX
G
IN
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
FORTHE
THESAFETY
SAFETYOFOFTHE
THECOMPLETED
COMPLETEDFACILITIES
FACILITIESASASWELL
WELLASASFOR
FORTHE
THEFAILURE
FAILURE
FROM
THESAME
SAMEDUE
DUETOTOFAULTY
FAULTYDESIGN.
DESIGN.
OFOFTHE
EN
T
R
F O RC E
NO
I
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
:
A
T
TA
SK
ES
IN
DEPARTMENT OF EDUCATION (DepED)
E
F
SCALE
M
I
38mm
SYSTEM
REPUBLIC OF THE PHILIPPINES
IL
T
t h e PH
REVIEWED BY:
VIEW
TO MAIN
SYSTEM
CDP
DRAINAGE
TO MAIN
150mm
f
P
P
L
o
METERS
ISOMETRIC
AI
N
1 : 100
P-1
GV
SCALE :
M
P-1
CONSULTANT / DESIGNER
IC
GV
PLUMBING RO-IN LAYOUT
2
3C
15
O 0m
m
M
AI
N
CB
EM
150mmCPD
CB
V
m
m
SY
S
150mmCPD
CB
RAMP
UP
E
150mm CDP
0
15
D
S
75mm PVCDS
A
75mm PVCDS
5
1
75mPVCDS
75mPVCDS
75mPVCDS
75mm PVCDS
C
C
FD
m
FD
D
m
O
C
P
R
F
O
0
75mmPVCDS
A
E
C
B
UP
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
DATE :
NOTE:
SHEET NO:
SHEET CONTENTS :
PLUMBING RO.-IN LAYOUT
ISOMETRIC VIEW
ROOF DRAIN LAYOUT
P-1
2
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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
LEGEND:
CB
CATCH BASIN
CDP
4650
100mm THK. + FIN. SLAB W/
10mm
100mm THK. + FIN. SLAB W/
REBARS
AT 200mm
TOP AND
3 AT
10mm STIRRUPS
NGL
MH
AIR
INLET
AIR SPACE
CV
CHECK
HB
HOSE
FD
FLOOR
700
WATER LEVEL
WATER
150
700
10mm VERT.
CHAMBER
@200mm
&
OC
HOR.
400
150
150
PLASTERED W/ WATERPROOFING
BAR
COMPOUND
BW
10mm
OR APPLY ONE
REINF.
@200mm
O.C
VERT
&
HOR.
BWAYS
FACE BITUMEN TAR
DRAINAGE
DIGESTIVE CHAMBER
125
150
REBARS @
300mm
BOTH WAYS
2SLOPE
2500
150
GALVANIZED IRON COLD WATER LINE (SCH. 40)
GICWR
GALVANIZED IRON COLD WATER RISER (SCH. 40)
GV
GATE
10mm
3200
P-2
SCALE
REBARS
@300mm
O.C.
BW
150
SECTION DETAIL
2
MH
MANHOLE
PVCDS POLYVINYL
CHLORIDE
PVCDP
CHLORIDE DRAIN PIPE
POLYVINYL
:
1:50
M
P-2
SCALE :
DETAIL PLAN
5a
SECTION DETAIL
3
P-2
SCALE :
1:20
M
1:50 M
S-1a 100mm THK. + FIN. SLAB W/
2-10mm EXTRA
BARS TOP/BOT. ON
TWO PARALLEL
10mm REBARS
CHLORIDE
DOWNSPOUT
PVCSP
CHLORIDE
SOIL
POLYVINYL
POLYVINYL
FROM
1000
3200
1100
150
700
1.
B.W.
PVCVP
POLYVINYL
CHLORIDE VENT.
PIPE
PVCVS
POLYVINYL
CHLORIDE VENT
STACK
2.
700
1100
150
400
150
PVCWP
POLYVINYL CHLORIDE WASTE
PVCWS
POLYVINYL
RD
ROOF DRAIN
UD
URINAL
DRAIN
WC
WATER
CLOSET
LAV
LAVATORY
150
VERT.
HOR.
@600mm
100
2SLOPE
CDP
250
50
150
@300mm
DETAIL SECTION
5b
4
INLET
E.W.
P-2
3
MANHOLE DET. SECTION
SCALE :
FITTINGS
CLEAN-OUTS
EVERY CHANGE OF HORIZONTAL DIRECTION EXCEEDING TWENTY TWOAND ONE-HALF DEGREES (22 1/2°).
ONE AND ONE-HALF METERS (1.50m.) INSIDE THE PROPERTY LINES BEFORE THE HOUSE DRAINAGE CONNECTION.
EVERY FIFTEEN METERS (15.00m) IN HORIZONTAL RUN OF PIPES.
AT THE END OF ANY HORIZONTAL PIPE LINES.
5.
THE
DIGESTION CHAMBER
6.
NOT
LESS
THAN 0.30
OF SEPTIC VAULT
METER OF AIR
MUST BE
SPACE MUST
BE
WATERPROOFED.
LEFT BETWEEN THE
TOP OF THE SEWAGE
AND THE UNDER
PART
OF
VAULT ROOF SLAB.
O.C.
SUPPORT AND SHORT SPAN AND
PIPE
a)
b)
c)
d)
50
S2 100mm THK. + FIN. SLAB W/
BENT UP 2/3 OUT AT L/4 FACE
PROHIBITED
CLEAN-OUTS ARE REQUIRED UNDER THE F0LLOWING CONDITIONS:
OUTLET
50
50
CHANGE IN DIRECTION
SINGLE 1/8 BEND COMBINATION MAYBE USED ON VERTICAL STACKS AND SHORT QUARTER BENDS MAYBE USED ON WASTE
1.
4.
100
P-2
300mm
50
100
2
600
2SLOPE
MH
50 (TYP.)
1:10
P-2
SCALE
:
1:20
7.
8.
M
NO SEPTIC
ALL
VAULT
PLUMBING
SHALL
WORKS
BE CONSTRUCTED UNDER
SHALL
THE
BUILDING.
BE UNDER THE SUPRVISION OF A LICENSED
MASTER
PLUMBER
AND
A LICENCED
PLUMBING
CONTRACTOR.
M
DESIGN CRITERIA
P-2
CATCH BASIN DETAIL SECTION
5
P-2
PIPINGS
O.C.
(VARIABLE)
50
INLET
BARS
OF HORIZONTAL
GRADES
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.
min.
250
TEMP
SINK
CDP
600
10mm
COUNTER
LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES.
EVERY 2-LAYERS
100
3-10mm (E.W.)
HANDLE
100
50 600 50
900
10mm BAR
900
2500
2800
REBARS
3.
INLET
CHLORIDE WASTE STACK
QUARTER BEND, SIXTH-EIIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF FLOW IS FROM HORIZONTAL TO VERTICAL A
150
75
REBARS @
PIPE
ALL CHANGE IN DIRECTION SHALL BE MADE BY APPROPRIATE USE OF FORTY-FIVE DEGREES (45°) WYES, LONG SWEEP
PVCDS
150MM THK. CHB W/ 10mm
10mm
CEILING
RUN ALL HORIZONTAL PIPINGS IN PERPECT ALIGNMENT AND AT A FORM GRADE NOT LESS THAN TWO PERCENT (2
75mm
MH
CHLORIDE VENT. ACROSS
150
150
200
FACE OF SUPPORT
PIPE
PLUMBING NOTES:
@ 300mm O.C.
BENT UP 2 OUT OF 3 AT L/4
SIDE
4650
1
DOWNSPOUT
PVCDS POLYVINYL
CS
OUTLET
VALVE
PVCVTR/W POLYVINYL CHLORIDE VENT TROUGH ROOF/WALL
2800
100mm THK. + FIM. SLAB W/
150
OUTLET
INLET
150
10mm
400
100mm THK. SLAB W/
600
DRAIN
PIPE
BED
700
GRAVEL
200
BIBB
GICWL
PVCVAC
150
WALLS REINFORCEMENT
LEACHING
APPLY ONE FACE
150
LEVEL
OR
BITUMEN TAR
300
25
COMPOUND
150
VALVE
SPACE
PLASTERED W/WATERPROOFING
1000
CLEAN OUT
MANHOLE
MANHOLE
150
CO
DRAIN PIPE
INLET
100
VAR
100
100
1600350
BOT. REBARS &
1@50,3@100, REST @300mm O.C.
AIR SPACE
DIGESTIVE (W. LEVEL)
2125
OF
150X300mm RC BEAM W/2-16mm
BOTH WAYS
600
NGL
OUT
L/4 FROM FACE SUPPORT BW
O.C.
BENT UP 2 OUT OF 3 AT L/4
FROM FACE SUPPORT.
UP 2
100
10mm
BENT
CONCRETE
P-2
SEPTIC TANK DETAIL
SCALE :
1:50
SCALE
:
1:20
M
i. LIVE LOAD_________________ 1000Pa
ii ALLOWABLE STRESSES
1. CONCRETE
a. FOR FOOTING, BEAMS AND SLABS
fc'' = 20 MPa
M
2. CONCRETE MASONRY UNITS (LOAD BEARING CHB)
fm' =6.90 MPa, fm = 2.41 MPa
3. REINFORCING STEEL BARS
FOR BARS SMALLER THAN 16mm
fy = 230 MPa
4. ASSUMED ALLOWABLE BEARING CAPACITY Y = 100KPa
NOTE:
REPUBLIC OF THE PHILIPPINES
RE
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APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
TWO STOREY
FOUR CLASSROOM
SCHOOL BUILDING
ELIAS MELQUIADES EMEL B. CUBA II
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
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SANITARY ENGINEER
MERALCO AVENUE, PASIG CITY
FROMRESPONSIBILTY
RESPONSIBILTYFOR
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COMPLETEDFACILITIES
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RECOMMENDING APPROVAL :
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PRC NO. :
TIN :
PTR NO. :
DATE :
CHIEF, ARCHITECTURAL DIVISION
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV
BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
PROJECT NO:
OWNER :
DESIGNED BY:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C
CHECKED BY:
SHEET NO:
SHEET CONTENTS :
SEPTIC TANK DETAIL
DESIGN CRITERIA, LEGEND
LOCATION :
MISC. DETAILS
DATE :
NOTE:
P-2
2
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
MONITORING 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