dpwh
May 7, 2017 | Author: Glenn Rey Domingo | Category: N/A
Short Description
school design...
Description
TABLE
OF CONTENTS
OFFICE OF THE CITY/MUNICIPAL ENGINEER/BUILDING OFFICIAL
DISTRICT/CITY/MUNICIPALITY
LAND USE & ZONING
ARCHITECTURAL A-1
PERSPECTIVE VIEW & TABLE OF CONTENTS
A-2
GROUND, TYP. 2nd & 3rd FLOOR PLAN, FINISHES
A-3
FRONT, REAR ELEVATIONS
A-4
RIGHT, LEFT ELEV., LONGITUDINAL & CROSS SECTION
A-5
THIRD FLOOR REFLECTED CEILING & ROOF PLAN
A-6
TOILETS, STAIRS & RAMP DETAIL
A-7
TOILET SECTION DETAILS, FACADE PEDIMENTS
A-8
STAIR, HANDRAIL & MISC. DETAILS
A-9
DOOR & WINDOW SCHEDULE, DETAIL OF STEEL
LINE & GRADE
CASEMENT
ARCHITECTURAL
STRUCTURAL S-1
FOUNDATION PLAN, DET. OF FOOTING, TIE BEAM, STAIR ON GRADE & RAMP, ELEV. OF
STRUCTURAL
COL. SCH. FOOTING & COLUMN S-2
2nd & 3RD FLOOR FRAMING PLAN, TYP. DET. OF BEAM & SLAB, SCH. OF BEAMS & SLABS
1 A-1
S-3
PERSPECTIVE VIEW SCALE
:
N T
S-4
STAIR PLAN & SECTION DETAIL, MISC. DETAILS ROOF FRAMING PLAN, TRUSS DIAGRAM DETAILS OF STEEL CONNECTION
S
SANITARY
ELECTRICAL E-1
GENERAL NOTES, SINGLE LINE DIAGRAM, LOAD SCHEDULE, LEGEND & RISER DIAGRAM
E-2
GROUND & TYP. 2nd & 3rd FLOOR POWER
ELECTRICAL
LAYOUT E-3
GROUND & TYP. 2nd & 3rd FLOOR LIGHTING LAYOUT
P-1
DRAINAGE AND SANITARY SYSTEM LAYOUT
P-2
DARINAGE AND SANITARY SYSTEM ISOMETRIC VIEW
REPUBLIC OF THE PHILIPPINES
D PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO I A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
APPROVED FOR ACCREDITATION :
CONCURRED :
E
ER
IN G
,
A S SE S
SM
E
ALBERT Z. DE BELEN
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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
P-3 P-4
WATER SYSTEM ISOMETRIC DIAGRAM
P-5
SEPTIC TANK, CATCH BASIN & COVER DETAILS, NOTES, LEGEND, DESIGN CRITERIA
PROJECT TITLE :
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F T
I TO R I NG
I
ON
IL
M
t he PH
&
f
RECOMMENDING APPROVAL :
T
o
REVIEWED BY:
M
IC
P P
RE PU B L
CONSULTANT / DESIGNER
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING LOCATION :
MECHANICAL
WATER SYSTEM LAYOUT
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DATE :
01 03
NOTE:
SHEET NO:
PERSPECTIVE VIEW TABLE OF CONTENTS
PERSPECTIVE VIEW, TABLE OF CONTENTS
A-1 A-1 9 8
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
C
U
DE
F O
TN E
M T
6
5
4
3
2
1
8
7
9
10
12
11
13
54000 4500
4500
4500
4500
4500
4500
4500
4500
4500
4500
4500
4500
200x200mm VITRIFIED
FLOOR
TILES (UNGLAZED)
10 425 955
960
960
3
A-8
1200
PIPE CHASE
W 1
W 1
WF1
W 1
WF1
WC
URINAL
HE
D-2
D-2
FL1 WF1
W 2
1
B
DN
D
1
W 2
1
FL1
D
W 2
9
WF1
D
1
W 2
1
FL1
D
1
W 2
1
7000
10
WF1
D
W 2
FL1 WF1
D
W 2
LANDING
D
1
W 2
1
D
W 2
1
25mm
25mm
25mm
25mm
25mm
25mm
25mm
25mm
25mm
25mm
DEP
DEP
DEP
DEP
DEP
DEP
DEP
DEP
DEP
C FL1
O
R
R
I
D
O
R
FL1
FL1
C
O
R
R
I
D
WF2
WF2
O
R
COUNTER
CLASSROOM
DEP
2500
1500
FL1 WF1
D
W 2
8
D-4
FL1
9500
7
CLASSROOM
SINK
CHASE
DN 1500 2500
9500
6
CLASSROOM
D-4
PIPE
BLACKBOARD BASE
LANDING
CLASSROOM
BLACKBOARD BASE
CLASSROOM
BLACKBOARD BASE
COUNTER
WC
UNGLAZED
TILES
1400
W 1
WF1
FLOOR
600
W 1
D-2
D
FL1
WF2
1200
C
W 1
WF1
2000
W 1
163
SINK
W 1
WF1
D-4
SHE
7000
A-4
D-4
W 1
BLACKBOARD BASE
4
W 1
BLACKBOARD BASE
600 1090
D-4
VITRIFIED
W 3
STO
A-7
200x200mm
W 4
1400
1
1000 425
1000
CONCRETE SUNBREAKER
W 3
A
2075
A-4
2
4
A-6
A-6 LINE OF ROOF FOR FLOOR
TYPICAL 2nd & 3rd
2 A-2
3150
A-7
WF3
HCR
W 1
W 1
W 1
WF1
4500
W 1
W 1
WF1
W 1
W 1
WF1
PIPE
4500
773
CHASE
W 1
WF1
WC
LAV
850 425
SCHEDULE OF FINISHES
W 3
FLOORS :
URINAL WC
NCR HE
W 2
1
D
W 2
1
W 2
D
1
W 2
1
FL1
- PLAIN
FL2
- PLAIN
W 2
D
1
W 2
1
CEMENT FLOOR FINISH
D
W 2
1
D 1
W 2
7000
D-3a
25mm
25mm
25mm
25mm
25mm
25mm
25mm
25mm
DEP
DEP
DEP
DEP
DEP
DEP
DEP
DEP
DEP
DEP
FL1
FL1
C
O
R
R
I
D
FL1
O
1200
UP
I TO R I NG
ON
ALBERT Z. DE BELEN
M
MCMXCIX
:
RECOMMENDING APPROVAL :
1
: 100
METERS
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
T
G
&
EN
T
IN
SCALE
M
F O RC E
NO I A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
ER
IN G
,
A S SE S
SM
E
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
0010990
TIN : DATE :
149 460 161 27 OCT. 2002
BUREAU OF DESIGN, DPWH
A-6
1700
GROUND FLOOR PLAN
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
VITRIFIED WALL TILES
(GLAZED) 3600
F
- 100 MM THK. CHB W/ PLAIN CEMENT PLASTER FIN (PAINT)
3
3600
T
WF2
WF3 - 200X200
RAMP UP
9000
REVIEWED BY:
- 150 MM THK. CHB W/ PLAIN CEMENT PLASTER FIN (PAINT)
50mm G.I. PIPE FOR HANDRAIL
1525
1200
WF2
UP
WF1 UP
FL1
R
WF2
WF2
1500
2500
25mm
FL1
1700
( UNGLAZED )
1
25mm
2500
UP
VITRIFIED FLR TILES
WALLS :
D-3a
1500
ROUGH
STO
D
W 2
CEMENT FLOOR GROOVES
- 200X200
3850
FL1 WF1
WITH
FL3
BASE
FL1 WF1
D
LANDING
5 BASE
BASE
WF1
D
CLASSROOM
4
FL1
BLACKBOARD
FL1 WF1
COUNTER
BLACKBOARD
3 BASE
BASE
W 2
1
D
CLASSROOM
CLASSROOM
2
BLACKBOARD
3850
D
REPUBLIC OF THE PHILIPPINES P P
RE PU B L
W 1
BLACKBOARD
CLASSROOM
1
CONSULTANT / DESIGNER
D
W 1
WF1
BLACKBOARD
CLASSROOM
A-2
PE
4500
SINK
1
A
4500
COUNTER
3625
1750
650
SD
FL1
A-6
R
4500
D-2 SINK
1
I
4500
4500
D-3
RAMP UP
IL
13
54000
D-3
SHE
C
t he PH
12
11
D-4
WF1
B
f
10
W 4
STO
o
9
W 4
LANDING
IC
8
7
D-4
A-4
9500
4500
METERS
1700
SS
D-4
4500
100
LINE OF SUNBREAKER
1750
W 3 1400
1
850
4500
:
2000
650 850
CHASE
A 4
425
2000
(UNGLAZED) PIPE
4500
4500
TILES
1
3 A-4
200x200mm VITRIFIED FLOOR
SCALE :
6
5
4
3
2
1
FLOOR PLAN
3150
THIRD
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DepED
A-1 A-2
PERSPECTIVE VIEW
9
OF CONTENTS GROUND, 2nd &TABLE 3rd TYPICAL FLOOR PLAN, FINISHES LOCATION :
DATE :
01 03
NOTE:
8
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
C
U
DE
F O
TN E
M T
12
13
9
10
11
8
6
7
5
4
3
1
2
APEX
LINE OF TRUSS
2985
GA#26 PL. G.I. GUTTER ON 12x300mm FIBER
CEMENT
FASCIA BD. (PAINT FINISH)
TOP
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W 3
PLAIN CEMENT PLASTER FINISH
W 4 W 1
CONCRETE
F
W 1
W 1
W 1
W 1
W 1
W 1
W 1
W 1
OF ROOF BEAM
3200
F
PAINT
2500
GA#26 CORR. G.I. ROOFING SHEET (PAINT FIN.)
W 3
W 1
THIRD
FLOOR
LEVEL
SUN BREAKER
(SEE DETAIL) F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W 3
W 4 W 1
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
W 1
F
F
F
F
SECOND
F
W 4 W 1
W 1
W 1
W 1
W 1
W 1
W 1
W 1
W 1
FLOOR
W 3
W 1
GROUND
FLOOR LEVEL NAT. GRD.
A-3
SCALE :
1
: 100
METERS
8
7
9
10
12
11
13
OF TRUSS
GA. #26 CORR. G.I. ROOFING SHEET (PAINT FINISH)
C A
TOP OF ROOF BEAM
E S
G M A
R
2500
815
APEX LINE
6
5
4
3
2
LN.
REAR ELEVATION
2
1
LEVEL
F
W 4
W 3
W 3
9925
F
3200
F
3200
F
325
F
GA. #26 PLAIN G.I. GUTTER ON
12x300mm FIBER FASCIA BD.
CEMENT
3200
(PAINT FINISH) D-2
D-1
D-1 W-2
THIRD
D-1
D-1 W-2
W-2
D-1
W-2
D-1 W-2
D-1
D-1 W-2
W-2
D-1
W-2
D-1 W-2
D-2
W-2
100
FLOOR LEVEL
3200
G.I.
9925
MM
THK. CHB
RAILING W/50mm
D-2
D-1
D-1 W-2
W-2
W-2
W-2
D-1
D-1 W-2
W-2
W-2
W-2
D-1
D-1 W-2
W-2
W-2
W-2
D-1
D-1 W-2
W-2
W-2
W-2
D-1 W-2
W-2
W-2
W-2
D-1
D-2
D-1
D-2
PIPE RAILING
3200
SECOND FLOOR LEVEL
D-3A
D-2
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-3A
32mm
G.I. PIPE
HANDRAIL WITH VERT.
SUPPORT
32mm @ 600mm
325
O.C. (PAINT FINISH) GROUND FLOOR LEVEL NAT.
GRD. LN.
1 A-3
REPUBLIC OF THE PHILIPPINES
D PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO I A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
100
METERS
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F T
I TO R I NG
I
ALBERT Z. DE BELEN
ON
IL
M
t he PH
&
f
RECOMMENDING APPROVAL :
1 :
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
T
o
REVIEWED BY:
SCALE :
M
IC
P P
RE PU B L
CONSULTANT / DESIGNER
FRONT ELEVATION
E
ER
IN G
,
A S SE S
SM
E
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING LOCATION :
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DATE :
01 03
NOTE:
SHEET NO:
PERSPECTIVE VIEW TABLE OF CONTENTS
FRONT, REAR ELEVATIONS
A-1 A-3 9
8
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
C
U
DE
F O
TN E
M T
1
6
5
4
3
2
9
8
7
10
12
11
13
600
600 OF TRUSS
2500
APEX
SEE
DETAIL
TOP OF ROOF BEAM
OF ROOF BEAM
W 4
W 3
W 3
3200
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
3225
TOP
STRUCTURAL
F
200x200mm FEMALE
VITRIFIED WALL
TOILET
FLOOR
LEVEL
STORAGE
12425
THIRD
W 1
W 1
CLASSROOM 11
W 1
W 1
CLASSROOM 12
W 1
W 1
CLASSROOM 13
W 1
W 1
CLASSROOM 14
W 1
W 1
CLASSROOM 15
TILES (GLAZED)
MALE
3rd FLOOR TOILET LEVEL
TOILET
W 3 W 3
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
MALE
W 1
STORAGE
W 1
CLASSROOM 6
W 1
CLASSROOM
W 1
7
W 1
CLASSROOM
W 1
8
W 1
CLASSROOM
W 1
9
W 1
TOILET
W 1
CLASSROOM 10
2nd FLOOR
PLYWOOD
3mm THK.
ON W 3
@600mm ON CENTER
3200
F
TOILET
50x50mm CEILING JOIST
F
W 4
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
MIRROR
F
W 4
NAT.
TOILET
FEMALE
EMBEDDED ON CONC.
GROUND
MALE
@1200mm OC.
LAV
TOILET
W 1
SLAB
FLOOR LEVEL
GRD.
CLASSROOM
W 1
1
W 1
CLASSROOM
W 1
2
W 1
CLASSROOM
3
W 1
W 1
W 1
CLASSROOM 4
W 1
CLASSROOM
W 1
5
CS
WC
WC
LN.
EXPOSED SLAB
CEILING
SCALE :
:
100
C
B
A
2500
ROOFING
1100
200
CEMENT
FIBER
FASCIA BOARD
PAINT
SHEET
(PAINT FIN.)
SEE TRUSS TOP
DETAIL
OF ROOF BEAM
CEMENT
(PAINT FIN.)
3200
3200
WALL
OF TRUSS
FASCIA BOARD
(PAINT FIN.) PLAIN CEMENT
ROOFING
ON 12x300mm
ON 12x300mm FIBER
TOP
GA#26 CORR. G.I.
GA#26 G.I. GUTTER
TOP OF ROOF BEAM
GA#26 PLAIN G.I. GUTTER
SHEET
(PAINT FIN.)
2500
2500
GA#26 CORR. G.I.
1000
SHEET
(PAINT FIN.)
OF ROOF BEAM
840
TOP OF TRUSS
2500
ROOFING
FLR.
7000
PLASTER
PLAIN CEMENT PLASTER WALL
FIN.
LVL.
3200
815
OF TRUSS
1000
THIRD
9500
200
1100
GA#26 CORR. G.I.
TOP
C
B
1000
LINE
TOILET
METERS
A
A
B
1
1100
APEX
FLOOR
LONGITUDINAL SECTION
A-4
200
GROUND LEVEL
UNDER
PAINT FIN.
4
C
FASCIAL
ON AL.
300
HANGER
TOILET LEVEL
FRAME
W 3
BOTHWAYS w/10mm BAR BOTHWAYS
325
F
F
THIRD
PAINT
W-1
D-1
FIN.
FLOOR LEVEL
THIRD FLOOR
CLASSROOM
LEVEL
10
CORRIDOR
900
MARINE
F
FEMALE
LEVEL
FOR ALL TOILET
CEILING
F
CORRIDOR
900
6mm THK.
F
CORRIDOR
900
FLOOR
F
WALL
TILES (GLAZED) SECOND
F
3200
VITRIFIED
W 4
F
3200
3200
200x200mm
F
SECOND
FLR.
LVL.
RAILING
CONCRETE
SUNBREAKER (SEE DETAIL) SECOND
9925
50mm G.I. PIPE
3200
9925
9925
3200
SUNBREAKER (SEE DETAIL)
PAINT FIN.
10 A-8
3200
CONCRETE
CONCRETE SUNBREAKER
W-1
D-1
(SEE DETAIL)
FLOOR LEVEL
SECOND FLOOR
CLASSROOM
LEVEL
6
38mm G.I. PIPE HANDRAIL
HANDRAIL
NAT. GRD.
LN.
1 A-4
SUPPORT @600mm
O.C. (PAINT FIN.)
GROUND FLOOR LEVEL NAT.
GRD.
LN.
RIGHT SIDE ELEVATION SCALE :
1
:
100
3200
w/32mm VERT.
3200
GROUND FLR. LVL.
325
325
3200
w/32mm VERT. SUPPORT @600mm O.C. (PAINT FIN.)
325
32mm GI PIPE
2 A-4
METERS
SCALE :
1 :
100
REPUBLIC OF THE PHILIPPINES
EXPOSED
I TO R I NG
ALBERT Z. DE BELEN
ON
D PE
IN
MCMXCIX
G
A
EN
R
F O RC E
T A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
CONCURRED :
E
ER
IN G
,
A S SE S
SM
E
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
0010990
TIN : DATE :
149 460 161 27 OCT. 2002
BUREAU OF DESIGN, DPWH
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
CLASSROOM
LEVEL
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
CEILING
PAINT
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
1
GRD. LN.
UNDER
CROSS SECTION
A-4
FIN.
PROJECT TITLE :
A
TA SK
NO I
DEPARTMENT OF EDUCATION (DepED)
E
F T
M
I
APPROVED FOR ACCREDITATION :
M
IL
&
t he PH
RECOMMENDING APPROVAL :
NAT.
FLOOR
3
METERS
T
f
ES IN
RE PU B L
o
P P
IC
REVIEWED BY:
GROUND
D-1
LEFT SIDE ELEVATION SLAB
CONSULTANT / DESIGNER
W-1
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
PROJECT NO:
01-002
DESIGNED BY: AZB
SCALE :
1
:
100
METERS
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DepED
A-1 A-4
PERSPECTIVE VIEW
9
TABLE CONTENTS RIGHT & LEFT SIDE ELEV.,OF LONGITUDINAL & CROSS LOCATION :
DATE :
01 03
NOTE:
SECTION
8
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
C
U
DE
F O
TN E
M T
1 600
4
3
2 4500
5 9000
9000 4500
4500
4500
13
9000
4500
4500
12
11
10
9000
9000
4500
4500
9
8
7
6
4500
4500
4500
4500
GA#26 CORR. G.I. SHEET ROOFING (PAINT FIN.)
GA#26 G.I. GUTTER ON
12x300mm FIBER
CEMENT
FASCIA BOARD (PAINT FIN.) RD
7000
A
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
1000
RD
600
SLOPE
SLOPE
SLOPE
SLOPE
LN. OF STRUCTURE
200
C
1000
2500
B
RD
RD
RD
RD
RD
RD
RD
RD
ROOF
A-5
SCALE :
1
PLAN :
100
GA#26 G.I. GUTTER ON
GA#26 PLAIN G.I. RIDGE ROLL (PAINT FIN.)
CONCRETE PARAPET
2
RD
12x300mm FIBER
GA#26 PLAIN G.I. FLASHING (PAINT FIN.)
CEMENT
FASCIA BOARD (PAINT FIN.)
METERS
6mm THK.
ORD. PLYWOOD
50x50mm CEILING
CEILING
ON
JOIST @600mm OC
BOTH WAYS (PAINT FIN.)
4500
4500
9000
4500
4500
9
8
7
9000
9000 600
6
5
4
3
2
1
4500
10
9000
4500
4500
4500
LIGHTING
9000 4500
4500
13
12
11
FIXTURES
4500
4500
600
7
A
1000
A-7
MANHOLE 7000
MANHOLE
c
1000
2500
b
1 A-5
REPUBLIC OF THE PHILIPPINES
D PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO I A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
RECOMMENDING APPROVAL :
1
:
100
APPROVED FOR ACCREDITATION :
E
ER
IN G
,
A S SE S
SM
E
ALBERT Z. DE BELEN
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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
BOTH WAYS
GA#26 PLAIN GI GUTTER ON
CEILING VENTILATION (SEE DETAIL)
12x300mm FIBER
CEMENT
FASCIA
BOARD (PAINT FIN.)
METERS
CONCURRED :
PROJECT TITLE :
RAMON C. BACANI
N
CHIEF, ARCHITECTURAL DIVISION
PLYWOOD
(PAINT FIN.)
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F T
I TO R I NG
I
ON
IL
M
t he PH
&
f
THIRD FLOOR REFLECTED CEILING PLAN SCALE :
MARINE
ON 50x50mm CEILING
JOIST @600mm OC
T
o
REVIEWED BY:
CEILING
M
IC
P P
RE PU B L
CONSULTANT / DESIGNER
6mm THK.
CONCRETE PARAPET
A-8
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DepED
A-1 A-5
PERSPECTIVE VIEW
9
TABLE OF CONTENTS THIRD REFLECTED CEILING, ROOF PLAN LOCATION :
DATE :
01 03
NOTE:
8
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
C
U
DE
F O
TN E
M T
HANDRAIL
VERT. SUPPORT @
O.C. (PAINT FINISH)
FINISH W/ GROOVE LINES
100
A-6
A-6
700
200
6mm
6mm
MEMNT OOR CE MENT FL PLAIN CE ID SK ON
VERT.
12
5b1 A-6
FINISH
32mm
SUPPORT
@600mm
100X100
O.C. (PAINT FINISH)
A-8
N
300
700
TYPICAL
6mm
900
100
100
PIPE
32
mm
G.I
VERTICAL
CONCRETE
SKIRTING
PIPE
SUPPORT
@600mm ON CENTER PROVIDE 12mm STEEL
DOWELS (PAINT FIN.)
100
5b
5a
200
FLOOR
700
CEMENT
G.I.
HANDRAIL WITH
900
PLAIN
1200
NONSKID
32mm
200
600mm
PIPE
150
G.I.
WITH 32mm
900
32mm
32
mm
VERTICAL
G.I
PIPE
SUPPORT
@
600mm ON CENTER PROVIDE 12mm STEEL
RAMP 1:50
1
A-6
M
SCALE
1:50
5b1 5b A-6
4500 1725
SCALE
1:10
STEEL
W 3 WC
960
1400
WF3 D-4
W 4
WC
38mm STAINLESS GRAB
BAR
1090
D-4
D-3
1025
1700
WC
STO D-4
W 3
W 4
VITRIFIED
COUNTER
SINK
LAV
FLOOR TILES
URINAL
D-2
HE
COUNTER
7000
VITRIFIED UNGLAZED FLOOR TILES
WC
URINAL
WC
D-4
D-4
HE
D-3 SINK
COUNTER
D-2
COUNTER
SINK
9
7000
A-8
1337
1337
5
200x200mm
WC
NCR
D-2
A-8
1300
W 3
UNGLAZED
D-2
600
600
SINK SD
1000
200x200mm
D-4 D-2
2100
888
WC
D-4
SHE
4500
4500
CLEAR WC
13
12
1200
STEEL
D-4
SHE
960
W 3
A
WC
LAV
1750
955
W 4
WC
3150
425
TILES (UNGLAZED)
BAR
1400
A
GRAB
M
12
13
1500
VITRIFIED FLOOR
38mm STAINLESS
425
1:5
M
200x200mm
2000
850
2000
(UNGLAZED)
850
2000
1075
DETAIL
SCALE
DETAIL SECTION
200x200mm VITRIFIED FLOOR TILES
SPOT
A-6
2
4500
LINES
M
1
2
GROOVE
7000
SCALE
SPOT DETAIL
FLOOR FINISH W/
1400
A-6
ELEVATION OF
5a
DOWELS (PAINT FIN.)
PLAIN CEMENT
600
DET.
NONSKID
3150
5
1700 100
3600
10
B
12
12
7
13
7
13
6
14
6
14
5
15
5
15
4
16
16
3
17
STO.
2
18
D-3a
11
9
12
8
13
7
6
14
6
15
5
15
5
16
4
16
4
3
17
2
18
1
19
11
9
12
8
13
7
14
STO.
B
1
19
10
10
9500
11
8
8
3850
9
5000
9500
11
8-STEPS@300mm = 2400
9-STEPS@300mm =
2700
9
3850
9500
10
DN
UP
1
1
A-8
A-8
2500 1359
1500
UP
DN
1574
1500
1500
3000 2500
1360
1500
2500
2500
D-3a
C
TYP. 2nd & 3rd FLOOR FEMALE TOILET PLAN
1700
3600
2 A-6
1200
RAMP UP
1200
C
RAMP UP
TYP. 2nd & 3rd FLOOR
DETAIL SCALE :
4 3600
1:50 M
A-6
1700
MALE TOILET PLAN DETAIL SCALE :
1:50 M
GROUND FLOOR
FEMALE TOILET PLAN DETAIL
1 A-6
GROUND FLOOR
SCALE
:
3 A-6
1:50 M
REPUBLIC OF THE PHILIPPINES
D PE
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO I A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
APPROVED FOR ACCREDITATION :
1:50 M
CONCURRED :
PROJECT TITLE :
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F T
I TO R I NG
I
ALBERT Z. DE BELEN
ON
IL
M
t he PH
&
f
RECOMMENDING APPROVAL :
:
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
T
o
REVIEWED BY:
SCALE
M
IC
P P
RE PU B L
CONSULTANT / DESIGNER
MALE TOILET PLAN DETAIL
E
ER
IN G
,
A S SE S
SM
E
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DepED
A-1 A-6
PERSPECTIVE VIEW
9
TABLE OF CONTENTS TOILETS, STAIR & RAMP PLAN AND LOCATION :
DATE :
01 03
NOTE:
RAMP DETAIL
8
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
C
U
DE
F O
TN E
M T
PLAIN CEM. PLASTERED PAINT
PLAIN CEM. PLASTER
FIN. 3mm THK. MIRROR ON AL.
1900 450
500
500
PAINT
FASCIAL
12
FIN.
13
FRAMING 4549
450
200
1000
200x200mm GLAZED
200
WALL
PLAIN CEMENT PLASTER PAINT
TILES
200x200mm VITRIFIED
200x200mm VITRIFIED
GLAZED TILES
2ND
WALL TILES (GLAZED)
FLR.
FINISH
LVL.
6
FFL
SCALE
2
1
4500
A-7
SCALE
1:20
65
G
654 802
150
6
74
3225
R
1452
300
3200
200 50
M A
392
W 3
WC
WC
STORAGE
3RD FLR.
3rd FLOOR
DET.
A-7
LVL.
LVL.
SECTION
SCALE
1:20
A-7
150mm CHB
M
7b A-7
STAINLESS BAR
WC
300
TOILET LVL.
SECTION
SCALE
CORRIDOR
50
CLASSROOM LVL.
50
FLOOR
DET.
A-7
900
GRAB
7
7b
STEEL
1:20
M
1:50
A-7
M
DET.
SCALE
1:50
M
7a A-7
DET. SCALE
SECTION OF MALE
650
TOILETS
SCALE
1:50
M
FFL
REPUBLIC OF THE PHILIPPINES
I TO R I NG
ALBERT Z. DE BELEN
ON
D PE
IN
MCMXCIX
G
A
EN
R
F O RC E
T A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
CONCURRED :
PROJECT TITLE :
A
TA SK
NO I
DEPARTMENT OF EDUCATION (DepED)
E
F T
M
I
APPROVED FOR ACCREDITATION :
M
IL
&
t he PH
RECOMMENDING APPROVAL :
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
T
f
ES IN
RE PU B L
o
P P
IC
REVIEWED BY:
E
ER
IN G
,
A S SE S
SM
E
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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
1:50
M
1525
9000
CONSULTANT / DESIGNER
SECTION
300
TOILETS
PEDIMENT
1000
SECTION OF FEMALE
SCALE
FACADE
300
A-7
DET.
OF
40
A-8
2
A-7
DET.
LVL.
TOILET LVL. FIN. GRD. LN.
8
1
1000
650
3200
TILES
1000
W 3
300
1625
38
3200
MALE TOILET
1000
3200
3200
200x200mm VITRIFIED
BW.
PAINT FIN.
1000
W 3
@1200mm OC. BW.
(PROVIDE MANHOLE)
TOILET
@1040mm OC &
@600mm OC.
EMBEDDED ON SLAB
LAV
GROOVE
10mm REINF. BAR PLASTERED
1000
W 4
CHB 1000
BW.
w/10mm BAR HANGER
FEMALE
300
1000
JOIST
THK.
PLASTER FIN. w/40mm
1000
W 3
ON
325
1525
@600mm OC
GLAZED WALL
GROUND
150mM 1000
CEILING
50x50mm CEILING
TOILET LVL. FIN. GRD. LN.
CHB
PAINT FIN.
PLASTERED
6mm THK. MARINE PLYWOOD
3200
150mm THK.
LVL.
40
FLR.
9425
2ND
100
TOILET LVL.
CHASE
WC
STORAGE FLOOR
PIPE
TOILET
1525
WC
WC
MALE
1600
1625
TOILET
1000
FEMALE
1000
COLUMN
1000
3200
CONCRETE
13195
150
W 3
3200
PIPE CHASE
1000
350
W 4
1000
650
W 3
2nd
1600 300
7a
1000
TOILET
6a
TOILET
TOP OF ROOF BEAM
1000
1600
1600
WC
MALE
1000
FEMALE TOILET
CEM. PLASTERED FIN.
80
E S
W 4
6" THK CHB PEDIMENT
650
80
LVL.
URINAL W 3
C A R
TOP OF BEAM
200
M
4500
OF ROOF BEAM
M
A-7
4175
DETAIL SECTION
650
TOP
3250
1800
1:20 M
5
1:50
6a
3200
A-7
2
1
DETAIL SECTION
SCALE
3315
M
A-7
TOILET
783
1:20
MOUNTING FIXTURES OF MALE
LVL.
TOILET LVL. FIN. GRADE LN.
3919
SCALE
4
0
A-7
COUNTER SINK
CORRIDOR
654
DETAIL OF
100
150
TOILET LVL.
FFL
3
2695
3200 183 100
100
284
1500
CLASSROOM LVL.
15
WC
WALL
TILES ( GLAZED )
500 268
PLAN
WC
50
DET.
100 600
SINK
URINAL
800
800
COUNTER
1600
COUNTER
70
300
CONC.
60 200
200
100
200x200mm VITRIFIED
200
1500
600
SD
150
1650
W 3
±780
600
25
600
PIPE CHASE
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
PERSPECTIVE VIEW CONTENTS
TABLE OF TOILET SECTION DETAILS LOCATION :
DATE :
01 03
NOTE:
A-1 A-7 9
8
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
C
U
DE
F O
TN E
M T
CONCRETE SLAB GA 26 POLYETHYLENE SHEET DAMP PROOFING GRAVEL
BEDDING
TOP
CHORD
PLYWOOD
SEE
10mm @250mm
A-8
NOT
TO
SCALE
BEAM REBARS
SCHED. 40
STRUCTURAL
PLYWOOD
DETAIL
C
12x12mm GROOVE
6mm THK. ORD.
PLYWOOD CEILING W/
RAILING
W/ 25mm SQ. BAR STEEL BRACKET
6mm GROOVE ON
0
5
1
@
50x50mm CEILING
200
100mm CHB
PAINT
FLOOR LEVEL
SPOT
SCALE
M
DET.
1:20
AS
GI
STRAP GUTTER
FOR
FRAME
CLG.
A-4
SCALE
1
:
20
SCALE :
BEAM
BW
QUARTER ROUND MOULDING
PRIMER STRAINER 6mm THK. MARINE PLYWD.
STRAINER
CEILING (PAINT) ON 50x50mm CLG.
JST.
@600mm OC
BW
PAINT
FINISH
75mm PVC
CEILING VENT (SEE DETAIL)
DOWNSPOUT
PAINT
SPOT DETAIL
12
FINISH
A-8
EAVES SECTION
5
CONC.
@600mm
WITH
SCALE
1
25x25 WOOD
50
mm
B
C
7000
SCREEN
FR. 25x75mm WD.FRAME
2500
S4S
BEAM
SCHEDULE 50mm G.G.
PIPE
SCH.
19mm SQUARE @150mm O.C.
4 WC
=1512mm
W
CORRIDOR
1
: 10
SPOT DETAIL
M
(CEILING VENT.)
A-8
40
SCALE
:
1
:
10
M
175
19mm SQUARE WELDED
TO G.I.
HANDRAIL
50
BAR PIPE
50mm G.I.
@150mm O.C.
SCHEDULE
PIPE 40
PAINT FINISH
100
16 50
15 14 5
W-4
12
LANDING
A-8
11
ANCHORED
10
200x200mm VITRIFIED WALL
9
TILES
50mm % G.I. PIPE SCHEDULE 40 PAIN. FIN.
8 7 6 4
4
5
@
R.C.
SCALE
1:20
1
SECOND FLOOR
50mm G.I.
CORRIDOR
19
LINE
BAR
W-4
A-8
(PAINT FINISH)
JOIST @600mm 0N CENTER
19mm SQUARE
11
O.C. 9 7
PIPE
40
50 2
A-8
1
STORAGE
FEMALE
LINE
ANCHORED LANDING
CORRIDOR
19mm SQUARE
ANCHORED
25x25x2mm THK.
GRADE LINE
ANGULAR 1200
3800
TO THE
WALL (PAINT FIN.)
F.F.L.
50 300
2000
G.I.
(PAINT FINISH)
WELDED
168
WC
50mm%
SCHEDULE
19 mm SQUARE BAR
3
950
900
FINISHED
CS
PIPE 40
(PAINT FINISH)
PIPE
4
2
3
TO G.I.
5
D LAV
GROUND FLOOR TOILET FIN.
6
1125
TILES 1625
WALL
SCHEDULE
BAR @150mm
WELDED
HANDRAIL (PAINT FIN.)
50mm % G.I. PIPE SCHEDULE 40 PAIN. FIN.
200x200mm VITRIFIED
50mm G.I.
50
10
BW.
M
175
13
12
LANDING
BOTHWAYS W/ 10mm BAR
1:5
3 A-8
8
GLAZED
SCALE
14
ON 50x50mm CEILING
DETAIL
(CRASH RAILING)
15
PLYWOOD
HANGER @1200mm OC.
SPOT
M
900
GRAB
1:20
7
16
STL.
SCALE
SCHEDULE 40
18
38mm STAINLESS
A-8
M
PIPE
17
CEILING
SPOT DETAIL
2
WC
6mm THK. MARINE
6
3
CS
TO THE
150
STAIR
CRASH RAILING
A-8
5
D
TOILET FIN.
ANCHORED
WALL (PAINT FIN.)
@
R.C.
STAIR
TO G.I.
HANDRAIL
BAR PIPE
@150mm O.C.
168
GLAZED
19 mm SQUARE BAR
13
168
9-RISERS@168mm
HANDRAIL
18
=1680mm
10-RISERS@168mm
PIPE
BAR
WELDED
(PAINT FIN.)
19
LINE
:
17
=1512mm
9-RISERS@168mm
3200
THIRD FLOOR
3200
TO G.I.
900
CS
JOISTS @600mm O.C. B/W (PAINT FIN.)
FIN. 150 150 150
PAIN.
900
40
PLYWOOD
(PAINT FINISH)
L
SCHEDULE
TO G.I. PIPE
VENT SCREEN
50mm G.I. PIPE
G.I. PIPE
A L
3200
50mm
RAILING @150mm O.C.
D
TOILET FIN.
SCALE
SCHEDULE
19mm SQUARE BAR
TILES
INSECT
MARINE
ON 50x50mm CEILING.
14
50
40 (PAINT FIN.) 200x200mm VITRIFIED
WELDED
325
A-8
40
(PAINT FINISH)
PROVIDE
CEILING
CEILING VENT DETAIL
13
200
50mm G.I. PIPE
25x25mm WOOD
PLAN
14
W-4
275
KD
TANG.
A-8
WALL
50
VENT
6mm THK.
GLAZED
325
PROVIDE INSECT
SHOWN
ROOF
10 M
575
1:20 M
A TOP OF
:
1150
M 575
A-8
JST.
OC
FASCIA BOARD
COATED
ORD.
CEILING
(PAINT) ON 50x50mm
GUTTER
75mm PVC
SUN BREAKER DETAIL
10
M
TYPICAL DETAIL OF BALCONY RAILING SCALE
GA 26
20x20X2mm ANGULAR
BASKET
PLYWD.
FINISH PAINT FIN.
GI
6mm THK.
FRAME PAINT
GA 26
DOWNSPOUT
FIN.
CEMENT
275
PLASTER
ON STL.
BASKET
50
700
ON
PAINT FIN.
675
CONC.
SECTION
A-8
A-4
STRAP
RIVET
JOIST @600mm BW
GA 26 GI
RAILING W/ PLAIN CEM. THIRD
9
SCREW
BAR
BEAM
(PAINT FIN.)
PAINT FINISH
1:50
MARINE
CEILING
GI
FASCIA BOARD FIX W/METAL
ROOF
5A
ON
12x300mm FIBER
JOIST @600mm BW
EVERY 1200mm
SCALE
GA 26
ROD SEE
6mm THK.
SEE
CEILING
@600mm BW
COPPER
50x50mm CEILING
50mm B.I. PIPE
C
JOIST
STRUCTURAL DETAIL
100100
DAMP PROOFING DET.
SEE TRUSS DET.
38mm TEKSCREW
C-PURLIN (SEE STRUC'L DETAIL) SAG
PAINT FIN.
MARINE
50x50mm CEILING
38mm TEKSCREW
ON CENTER
G.I.
SHT.
6mm THK.
1000 STRUCTURAL DETAIL
8
CORR.
ROOFING
BAR
NOSING
7000 50
1
SECTION OF
A-8
STAIR
SCALE
1:50
REPUBLIC OF THE PHILIPPINES
D PE
I TO R I NG
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO I A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
REVIEWED BY:
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
1:20
M
E
ER
IN G
,
A S SE S
SM
E
ALBERT Z. DE BELEN
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
CONCURRED :
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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
ANGULAR NOSING
BAR
3
HANDRAIL SCALE
PROJECT TITLE :
RAMON C. BACANI
N
CHIEF, ARCHITECTURAL DIVISION
25x25x2mm THK.
A-8
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F T
ON
I
A-8
M
SCALE
SECTION
M
IL
M
t he PH
&
f
DETAIL
T
o
P P
RE PU B L
CONSULTANT / DESIGNER
IC
2
300
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
4
DETAIL 1:5
SPOT
A-8
M
PROJECT NO:
01-002
DESIGNED BY: AZB
SCALE
OWNER :
DEPARTMENT OF EDUCATION
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
DATE :
M
DepED
A-1 A-8
PERSPECTIVE VIEW
9
01 03
NOTE:
1:5
SHEET NO:
CONTENTS STAIR, HANDRAILTABLE & MISC. OF DETAILS LOCATION :
DETAIL
8
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
C
U
DE
F O
TN E
M T
900 800
900
20
300
800
600
PVC
COMPLETE W/ HARDWARE AND
COMPLETE W/ HARDWARE AND
AND
ORDINARY OUTSIDE
INSIDE
ACCESSORIES
FLUSH TYPE
LOUVER
SWING
ORDINARY OUTSIDE PROVIDE
KICK
300
DOOR
ON 50X100
SWING
DOOR ON 50X100
YACAL/GUIJO DOOR JAMB
COMPLETE
ACCESSORIES
ACCESSORIES
WITH HARDWARE
BEAM
±950
2000
F
5
4
600
F
SEALANT
6
7
A-9
SCALE :
1
:
20
METERS
CLEAR
STEEL
RQD: 30 SETS
JALOUSIE
LOC:
BLADES
REAR ELEVATION
WINDOWS
W-3 TOILET
WITH CLEAR
GLASS
ON STANDARD ALUMINUM
STEEL AWNING
CASING
COMPLETE WITH HARDWARE ACCESSORIES & STEEL FROM
WINDOW
STEEL AWNING
SCALE
WINDOW
AND
GRILLS
1.6x35mm CONT.
ON 300mm 60
FLOOR FIN.
SCHEDULE OF DOORS & WINDOWS
A-9
GLASS
W-4 TOILET
ON 50X150mm YACAL/GUIJO JAMB
CASEMENT WINDOW
WITH FIX GLASS
1
FRAME
PUTTY
TYP. STEEL CASEMENT TYPE (W-1)
2
W-2 CLASSROOM
9
3x25mm Z-BAR
LOCK
2400
1800
2400
1100
2000
300 400
2400
900
2400
1200
MANUAL
W-1 CLASSROOM
SEALANT
PLATE
3 EQUAL PARTS = 2000 2 EQUAL PARTS =
F
10mm BAR
8
TOILET (CUBICLE)
COMPLETE WITH HARDWARE
4000
F
3 60
D-4
YACAL/GUIJO DOOR JAMB
600
300
AND
ACCESSORIES
4EQ. PARTS 1000
F
20
ACCESSORIES
ON 50x50mm YACAL
F
2
20
DOOR ON 50x150mm GUIJO/YACAL JAMB w/MARINE PLYWOOD FACING
INSIDE
AND
COMPLETE
F
1000
300
GUIJO
JAMB W/ MARINE PLYWOOD FACING
WITH HARDWARE
TRANSOM
CORE
D-3a
HOLLOW
DOOR
GLASS
FLUSH TYPE
TOILET (DISABLED)
SWING
mm YACAL/GUIJO JAMB W/ FIXED
CORE
F
1
1000
9
PIPE
2
ON 50X150 HOLLOW
D-3
1500
DOOR
1000
600
TANGUILE PANEL
TOILET
D-2
1000
4000
1200
D-1 CLASSROOM
1200
STL.
PLATE
1500
KICKING
300
FFL
CLEAR
STAINLESS
800
2100
2100
2100
2100
2400
4EQ. PARTS=
:
1
: 50
20
WEATHERING
25
ANGLE
METERS
PIN
HINGES Z-BAR
Z-BAR
TRANSOM
SEALANT
FRAME
BAR
I-BAR MULLION
GLAZING 25
GROUT
CHB
2
3 WINDOW JAMB
8
3x25mm Z-BAR
PUTTY
1 CLEAR
SPOT WELD
25
PIN
GLASS
FULL WELD
PVC
PIPE
CLEAR
GLASS
PUTTY 20
2
10mm BAR
20
WINDOW JAMB
60
20
16
3x35mm Z-BAR
25
7
PUTTY SPOT
FRAME MEETING
WELD CLEAR
RAIL
GLASS
MULLION
7
VENT HINGE
6
5
4
25
3
35
10
PVC
HINGE 25
1.
FULL
6
ANGLE PIN
SCALE
:
1
: 10
REPUBLIC OF THE PHILIPPINES
20
WINDOW JAMB
HORIZONTAL DETAIL SECTION
REVIEWED BY:
RECOMMENDING APPROVAL :
SCALE
:
APPROVED FOR ACCREDITATION :
1
:
10
METERS
CONCURRED :
PROJECT TITLE :
I TO R I NG
M
ON
ALBERT Z. DE BELEN
&
MCMXCIX
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
T
D PE
IN
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
20 CHB
METERS
A
T TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F
2
M
I P P
RE PU B L
CONSULTANT / DESIGNER
IL
SILL
32
A-9
t he PH
WINDOW
PIN
10mm BAR
VERTICAL DETAIL SECTION
3
4
f
GROUT
SEALANT
A-9
o
WELD
PIPE ANGLE
WELD
35
GLAZING CLIP
IC
FRAME
E
N
CHIEF, ARCHITECTURAL DIVISION
ARCHITECT IV
MERALCO AVENUE, PASIG CITY
PRC NO. : PTR NO. :
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)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
PROJECT NO:
01-002
DESIGNED BY: AZB
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
DepED
A-1 A-9
PERSPECTIVE VIEW
9
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
TABLE OF DETAIL CONTENTS DOOR & WINDOW SCHEDULE, LOCATION :
DATE :
01 03
NOTE:
OF STEEL CASEMENT
8
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
C
U
DE
F O
TN E
M T
SYMBOL
1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH
AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY. THE ELECTRICAL WORKS SHALL BE DONE UNDER THE IMMEDIATE SUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER.
2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE, 230 V AC, 60 Hz. 3. WIRING METHOD SHALL BE AS FOLLOWS : -
INTERMEDIATE METALLIC CONDUIT
2
-
2 x 40 WATTS FLUORESCENT LAMP
-
CEILING FAN OUTLET
230
2
20
50
3-3.5mm THW IN 15mm
Scde
-
THREE GANG DEVICE SWITCH
2
LIGHTING
OUTLET
1500
230
2
20
50
3-3.5mm THW IN 15mm
S 3W
-
THREE WAY DEVICE SWITCH
3
LIGHTING
OUTLET
1000
230
2
20
50
3-3.5mm THW IN 15mm
Sf
-
FAN CONTROL SWITCH
4
CONVENIENCE OUTLET
1260
230
2
20
50
3-3.5mm THW IN 15mm
S EF
-
EXHAUST FAN SWITCH
5
CONVENIENCE OUTLET
1260
230
2
20
50
3-3.5mm THW IN 15mm
-
RACEWAY CONDUIT CONCEALED IN CEILING
6
LIGHTING
OUTLET
1760
230
2
20
50
3-3.5mm THW IN 15mm
-
RACEWAY CONDUIT CONCEALED UNDER FLOOR
7
LIGHTING
OUTLET
1500
230
2
20
50
3-3.5mm THW IN 15mm
8
LIGHTING
OUTLET
1000
230
2
20
50
3-3.5mm THW IN 15mm
9
CONVENIENCE OUTLET
1260
230
2
20
50
3-3.5mm THW IN 15mm
10
CONVENIENCE OUTLET
1260
230
2
20
50
3-3.5mm THW IN 15mm
11
LIGHTING
OUTLET
1760
230
2
20
50
3-3.5mm THW IN 15mm
12
LIGHTING
OUTLET
1500
230
2
20
50
3-3.5mm THW IN 15mm
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
13
LIGHTING
OUTLET
1000
230
2
20
50
3-3.5mm THW IN 15mm
-
HOMERUN DIRECT TO PANELBOARD
14
CONVENIENCE OUTLET
1260
230
2
20
50
3-3.5mm THW IN 15mm
-
PUSH BUTTON
15
CONVENIENCE OUTLET
1260
230
2
20
50
3-3.5mm THW IN 15mm
-
ENCLOSED AIR CIRCUIT BREAKER
16
S
1500
230
2
20
50
FA
-
FIRE ALARM CONTROL PANEL
F
-
FIRE ALARM STATION OUTLET
-
VIBRATING BELL OUTLET
B
-
FIRE ALARM BELL
M
-
SERVICE METER
-
SERVICE ENTRANCE
LP
1.20 M ABOVE FINISH FLOOR
-
1.50 M ABOVE FINISH FLOOR
d. FIRE ALARM STATION OUTLET -
e. PUSH BUTTON OUTLET
B
1.50 M. ABOVE FINISH FLOOR
-
f. FIRE ALARM & VIBRATING BELL -
-
PANELBOARD
-
CKT. BREAKER, RATING AS INDICATED
-
DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE
-
EXHAUST FAN OUTLET, SINGLE, GROUNDING TYPE
P
A
R
E
TOTAL
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
2
C
21940
IL @ 80% D.F. = 21940 x 80%
x 1.25
=
95.4 A
2
FEEDER: 2-50mm THW IN 40mm
C
PROTECTION: 150 AT, 225 AF, 2P, 230 V
230 V
OVERHEAD SERVICE ENTRANCE
CONNECTED TO 220V AC, 1O, 2 WIRE, 60 Hz FITTED WITH 40mm O TYPE "F" CONDULET
BUILDING WALL
1.20 M ABOVE FINISH FLOOR
TO SIMILAR OUTLET @ SECOND FLOOR & THIRD FLOOR
2ND FLOOR LINE
0.30 M BELOW CEILING LINE
PANEL LP 150AT, 225AF, 2P, 230V AC 1
TO LINE SIDE OF LP
20
20
20
B
2-2.0mm 2 TW IN 15MMOC
2 20
B
B
2-50mm 2 THW IN 40MMORSC
3
WIRE & CONDUIT SIZE
1860
POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODE REQUIREMENT.
c. PANELBOARD
AF
OUTLET
7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND
0.30 M ABOVE FINISH FLOOR.
AT
LIGHTING
EF
-
POLE
1
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
b. CONVENIENCE OUTLET
VOLT
TWO GANG DEVICE SWITCH
5. ALL OUTLET BOXES SHALL BE GALVANIZED GAGE NO. 16 DEEP TYPE WITH FACTORY KNOCKOUTS.
-
CIRCUIT BREAKER
-
SIZE.
8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE AS FOLLOWS :
VA LOAD
S ab
SIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE 3.5mm 2AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL
a. LIGHT SWITCH
CKT. NO. DESCRIPTION
MAIN : 150AT, 225AF, 2P, 230V
ONE GANG DEVICE SWITCH
"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM
6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED TYPE FOR THE PARTICULAR LOCATION AND PURPOSE OF USAGE.
TYPE: BOLT-ON
-
4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE
O I TRADE/NOMINAL
MOUNTING: FLUSH
S/S a
b. LIGHTING, POWER RECEPTACLE - POLYVINYL CHLORIDE CONDUIT SCH. 40 BRANCH CKT., & AUXILIARY
BE 15mm
PANELBOARD: LP
CEILING LIGHT OUTLET
OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC). THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY
DESCRIPTION -
THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONS
a. FEEDERS AND RISERS
LOAD SCHEDULE
GENERAL NOTES
F
4
F
METERING CONDUIT
4-2.0mm TW IN 15MMOC
3-3.5mm THW IN 15MMORSC 2
5
20
20
20
20
20
20
20
9
10
13
15
FA
8
20
20
20
14
16
GROUND TERMINAL
ELECTRICAL
GROUND FLOOR LINE
#14mm
2
BARE COPPER WIRE
REPUBLIC OF THE PHILIPPINES
N ITO R I NG
ENGINEER III
MO
MCMXCIX
EE
RI N
G , A S SE S S
ME
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
APPROVED FOR ACCREDITATION :
TO
SCALE
CONCURRED :
PROJECT TITLE :
FE M. BARRIENTOS
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE OF THE SAME DUE TO FAULTY DESIGN.
NOT
RECOMMENDING APPROVAL :
&
N
IO
IN
G
T
EN
R
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
SCALE
RISER DIAGRAM
VENERANDO D. SAHAGUN
A
TA SK
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
PRC NO. :
TIN :
PTR NO. :
DATE :
CHIEF, ELECTRICAL DIVISION BUREAU OF DESIGN, DPWH
FIRE ALARM
16MMO x 240MM LENGTH GROUNDING ROD COPPERWELD
T
LI
M
t he PH I
NES
REP UB L
of
I PP
IC
REVIEWED BY:
VIBRATING BELL
2
I
CONSULTANT / DESIGNER
FIRE ALARM
1-8.0mm BARE COPPER WIRE IN 15mmO C
SINGLE LINE DIAGRAM TO
TO NEAREST C.O.
FIN. GRADE LINE
16mm O x 2.40m COPPERWELD GROUND ROD
NOT
RATING: 20AT, 50AF, 230V, 2P
12
20
2-2.0mm 2 TW IN 15MMOC
ENCLOSED ACB
1500 mm
11
KWHR METER
6
1800 mm
7
20
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO: 01-002
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
OWNER :
01 03 NOTE:
LOAD SCHEDULE GENERAL NOTES LEGEND SINGLE LINE DIAGRAM RISER DIAGRAM
E-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
4500
9000 4500
9000 4500
9000
4500
4500
4500
9000 4500
4500
9000 4500
4500
4500
4500
SEF
EF
SEF STO
2
2
S
SINK COUNTER
b
c
S
SHE
a
c
2
2
2
CLASSROOM
b
a
b
c
2
2
2
a
c
2
2
2
b
a
c
2
2
2
b
a 2
HE
S
CLASSROOM
2
b
c 2
a
2
2
c
CHALKBOARD
9500
S
CHALKBOARD
2
EF
3.0000
2
Shi
i 2
a
1
b
c
2
2
Sab Sabc
DN
i
b
2
a
b
c
2
2
2
a
b
c
2
2
2
a
h
Sabc
h 1
g
1
g
1
Sabc SF
Sfg
f
1
S
2
Sabc
S
2
Sabc
f 1
e 1
Sde
e 1
DN
d
1
1
S d 2
1 : 100
SCALE :
METERS
9000 4500
4500
9000 4500
SEF
EF
4500
4500
F
9000
4500
F
9000 4500
4500
9000 4500
F
4500
4500
4500
F
SEF
F
EF
NCR c
S
SHE
2
2
S
b
c
a 2
2
2
CLASSROOM
SD
S S
2
a
c 2
2
2
CLASSROOM
b
c
b
2
2
2
a
1500
UP
i
i
2
a
2
Sabc SF
1
2
b
c 2
2
b
a
c 2
2
2
2
2
2
a
a
S
2
b
c 2
2
h
Sabc
F
h
1
g
1
1
g
Sabc
1
S
S
a
2
2
F
Sfg
HE
S
2
CLASSROOM
b
c
a
b
F
Shi
2
CLASSROOM
Sabc
c 2
CLASSROOM
b
c
a
b
f
f
1
Sabc
F
1
e
e
1
F
Sde
d
1
d
1
UP
2
UP
RAMP UP
UP
RAMP UP
1 : 100
SCALE :
REPUBLIC OF THE PHILIPPINES
N ITO R I NG MCMXCIX
EE
ENGINEER III
MO
IO
IN
G
T
EN
R
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
RI N
G , A S SE S S
ME
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
CONCURRED :
PROJECT TITLE :
FE M. BARRIENTOS
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE OF THE SAME DUE TO FAULTY DESIGN.
APPROVED FOR ACCREDITATION :
VENERANDO D. SAHAGUN
A
TA SK
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
RECOMMENDING APPROVAL :
&
LI
REVIEWED BY:
T
t he PH I
N
of
M
IC
I PP
REP UB L
CONSULTANT / DESIGNER
METERS
PRC NO. :
TIN :
PTR NO. :
DATE :
CHIEF, ELECTRICAL DIVISION BUREAU OF DESIGN, DPWH
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO: 01-002
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
OWNER :
01 03 NOTE:
LIGHTING LAYOUT
E-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
4500
9000
9000
4500
4500
Sf
4500
Sf
4500
Sf
9000
4500
F
9000 4500
F
4500
Sf
9000 4500
F
4500
4500
Sf
F
4500
F
STO
HE
SHE SINK COUNTER
9500
Sf
Sf
F
Sf
F
Sf
F
Sf
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DPB/DBC
F
DN
DN TO C.O.
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R
R
I
D
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C
B
R
R
I
D
O
R B
B
TO FA
O
TO FA
C
TO FA
1 : 100
SCALE :
METERS
9000 4500
4500
9000 4500
Sf
4500
4500
Sf
9000
4500
F
9000 4500
Sf
F
4500
Sf
9000 4500
F
4500
4500
Sf
F
4500
M F
NCR HE SHE SD
DPA
ENCLOSED AIR CIRCUIT BREAKER
Sf
Sf
F
Sf
F
Sf
F
RATING: 220 V, 2P, 20AT, 50AF F
TO LINE SIDE OF DP
FA
1500
UP
UP
TO C.O.
B
B
B
TO FA
TO FA
Sf
F
TO FA
M
UP
RAMP UP
UP
RAMP UP ECNARTNE ECIVRES DAEHREVO MARGAID RESIR OT REFER
1 : 100
SCALE :
REPUBLIC OF THE PHILIPPINES
N ITO R I NG MCMXCIX
EE
ENGINEER III
MO
IO
IN
G
T
EN
R
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
RI N
G , A S SE S S
ME
THE REVIEW & APPROVAL OF THIS PLANS BY THE DPWH DOES NOT RELIEVE THE DESIGNER/CONSULTANT
CONCURRED :
PROJECT TITLE :
FE M. BARRIENTOS
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
N
MERALCO AVENUE, PASIG CITY
FROM RESPONSIBILTY FOR THE SAFETY OF THE COMPLETED FACILITIES AS WELL AS FOR THE FAILURE OF THE SAME DUE TO FAULTY DESIGN.
APPROVED FOR ACCREDITATION :
VENERANDO D. SAHAGUN
A
TA SK
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
RECOMMENDING APPROVAL :
&
LI
REVIEWED BY:
T
t he PH I
N
of
M
IC
I PP
REP UB L
CONSULTANT / DESIGNER
METERS
PRC NO. :
TIN :
PTR NO. :
DATE :
CHIEF, ELECTRICAL DIVISION BUREAU OF DESIGN, DPWH
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO: 01-002
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
OWNER :
01 03 NOTE:
POWER LAYOUT
E-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
FD
WC
FD CO
WC
100mmØ PVCSP
CO
CO
DN
DN
2 P-1
CO
100mmØ CO
150 mmØ CDP sloped @ 2%
CB
CB
150 mmØ CDP sloped @ 2%
CB
100mmØ PVCSP
100mmØ PVCSP
WC
FD
WC
FD
LAV
100mmØ PVCSP
100mmØ PVCSP
CB
100mmØ PVCWP
CO
CO
OC
FD WC
WC
FD
UR
LAV FD
NCR
FD WC
HE FD
75mmØ PVCWP CO CSF
CSF
CSF
CO
CSF CO
SD
100mmØ PVC MAIN SOIL STACK PIPE 75mmØ PVC MAIN VENT STACK 100mmØ PVC MAIN WASTE STACK PIPE
CB
CB
150 mmØ CDP sloped @ 2%
CO
UP
UP
C
UP
RAMP UP
150 mmØ CDP sloped @ 2%
I
D
O
R
RAMP UP
150 mmØ CDP sloped @ 2%
CB
200 mmØ CDP sloped @ 2%
R
UP
150 mmØ CDP sloped @ 2%
CB
R
CB
1 P-1
150 mmØ CDP sloped @ 2%
CB
CB
150 mmØ CDP sloped @ 2%
CB
CB 200 mmØ CDP sloped @ 2%
150 mmØ CDP sloped @ 2%
CB
O
150 mmØ CDP sloped @ 2%
100mmØ PVCWP
150 mmØ CDP sloped @ 2%
SS
150 mmØ CDP sloped @ 2%
CO CO
CO
CB
150 mmØ CDP sloped @ 2%
150 mmØ CDP sloped @ 2% CB
CO
METERS
TANK
100mmØ CO
150 mmØ CDP sloped @ 2%
100mmØ PVCWP
1 : 100
100mmØ CO SEPTIC
8850
CB
SCALE :
100mmØ PVCSP
TO SEWER LINE
CO
100mmØ PVC MAIN WASTE STACK
100mmØ PVCWP
75mmØ PVCWP
CSF CSF
FD CO 75mmØ PVCWP CSF CSF CSF
CO CSF
75mmØ PVC MAIN VENT STACK
75mmØ PVCWP
SHE
FD 75mmØ PVCWP
FD
100mmØ PVCSP
CO
CO
75mmØ PVCWP
FD WC
WC
CO
100mmØ PVC MAIN SOIL STACK
75mmØ PVCWP
FD
WC 75mmØ PVC MAIN VENT PIPE
UR
SCALE :
1 : 100
METERS
TO MAIN DRAIN SYSTEM
TO MAIN DRAIN SYSTEM
REPUBLIC OF THE PHILIPPINES
N ITO R I NG MO
IO
IN
G
T
EN
R
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
MCMXCIX
EE
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
A
TA SK
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
&
LI
N
T
t he PH I
N
of
REVIEWED BY:
M
IC
I PP
REP UB L
CONSULTANT / DESIGNER
RI N
G , A S SE S S
ME
ELIAS MELQUIADES EMEL B. CUBA II SANITARY ENGINEER
MERALCO AVENUE, PASIG CITY
PRC NO. :
TIN :
PTR NO. :
DATE :
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
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)
LOCATION :
PROJECT NO: 01-002 DESIGNED BY: mmC
OWNER :
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
01 03 NOTE:
DRAINAGE AND SANITARY SYSTEM LAYOUT
P-1 5
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
MO
N ITO R I NG
0
1
O
C
R
C
N
FD
C
DESIGNED BY: AZB
ENCODED BY: Max C
CHECKED BY: 01 03
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DATE :
P
0
LOCATION :
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3 P-2
0
UNDERSECRETARY
0
DEPATMENT OF EDUCATION (DepED)
5
RAMON C. BACANI
5
PROJECT TITLE :
5
NOT TO SCALE
1 ISOMETRIC PLUMBING LAYOUT P-2
C
FD
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OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
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OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
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EMMANUEL P. CUNTAPAY CONCURRED :
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DATE : RECOMMENDING APPROVAL :
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CO m 0 5
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DS
FD
DS OWNER : SHEET NO:
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
DRANAIGE & SANITARY SYSTEM ISOMETRIC VIEW
P-2 5
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
O
O
FD
1 5 0
C
Ø
m
m
m m Ø
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3 P-3
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1
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3
3
19mmØ GICWL
SINK COUNTER
F
1
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1
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F F 19mmØ GICWL
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SCALE :
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SEC. & 3RD FEMALE TOILET
19mmØ GICWL RISER
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19mmØ GATE VALVE
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19mmØ GICWL
4
25mmØ GICWL
5
STAINLESS WATER TANK (125 GAL CAPACITY)
6
64 GAL CAP. STAINLESS PRESSURE TANK
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1.5 HP BOOSTER PUMP
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IMAGINARY LINE OF PUMP HOUSING
SEC. & 3RD MALE TOILET
METERS
3
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SCHEDULE OF FINISHES
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19mmØ GICWL
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19mmØ GICWL
4
19mmØ GICWL
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FROM WATER SOURCE
3
25mmØ GICWL
2
19mmØ GICWL
1
RISER
CS
F F 19mmØ GICWL
19mmØ GICWL
DN
DN
2 P-3
SCALE :
1 : 100
METERS
4 4
4
3
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19mmØ GICWL
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2
7
25mmØ GICWL
19mmØ GICWL GV
1
LAV
WC
19mmØ GICWL
WC
WC
RISER
LAV
NCR
WC
UR
RISER
HE CS F
F
UP
1 P-3
REPUBLIC OF THE PHILIPPINES
N ITO R I NG MO
&
MCMXCIX
EE
N
T
N
IO T
G
R
A
EN
IN
R
R
I
D
O
GV
R
UP
RAMP UP
SCALE :
RECOMMENDING APPROVAL :
1 : 100
APPROVED FOR ACCREDITATION :
METERS
CONCURRED :
PROJECT TITLE :
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
REVIEWED BY:
O
M
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
TA SK
I PP
REP UB L
CONSULTANT / DESIGNER LI
GV
GV CV UP
8
UP
RAMP UP
t he PH I
CV
UP
19mmØ GICWL
C
of
6
SINK COUNTER SD
UP
IC
5
FROM WATER SOURCE
3
25mmØ GICWL
2
19mmØ GICWL
1
RI N
G , A S SE S S
ME
ELIAS MELQUIADES EMEL B. CUBA II SANITARY ENGINEER
MERALCO AVENUE, PASIG CITY
PRC NO. :
TIN :
PTR NO. :
DATE :
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
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)
LOCATION :
PROJECT NO: 01-002
OWNER :
DEPARTMENT OF EDUCATION
DESIGNED BY: AZB
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
01 03 NOTE:
WATER SYSTEM LAYOUT
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
Ø mm 19 L CW GI R U L CW GI
C W
O
T
F
OM FR
GI CW L
GI CW L
W
C
R
SE
CW
L
RI
GI
CS
Ø
UP
CV
GV
GV
L
CV
CW
GI
P M A R UP
R
E
Ø
T
N
U
O
C
mm
19
K
N
I
S
mm
C
N
W
F
25
V
NK TA
LA
F
Ø
L
C
CW
W
RE SU ES PR
GI
D S
F
mm
Ø
C
mm
19 mm Ø
F
F
19
GI CW L Ø
F
19
mm
25 mm Ø
L CW GI C C W W Ø L mm CW L 25 GI CW Ø GI UR mm Ø R 19 mm SE 19 RI E L H CW GI V Ø LA R mm C 19
L CW GI W
R
19
O
T
Ø mm 25
SS
SE
RI
F
F
S
E H S GV
GI CW L
R
E
L T N U O CW C GI
F
C W
C W
K
N
I
S
Ø mm 19
F
L
19mmØ GICWL
C W
19 mm Ø
L CW GI
GI CW L
1
L CW GI
C W
F
Ø mm 19
F
S
E H S
ER
19 mm Ø
Ø mm 19 L CW R GI U
R
E
L T N U O CW C GI
RIS
CW
19mmØ GICWL
F
GI
GI CW L
19 mm Ø
C W
K
N
I
S
Ø mm 19
Ø mm 19
L CW GI
C W
F
Ø mm 19
F
C W
F
RIS
ER
C W
Ø mm 19
F
UP
GV
FEMALE TOILET ISOMETRIC WATERLINE DIAG. 2 P-4
SO
UR
CE
NOT TO SCALE
4
C
GI
W
GI
Ø
CW
L
mm
FR
19
OM
WA
ER
Ø
L
mm
F
W
NOT TO SCALE
C
F
C
W
K
N
I
S C
R
E
T
GI
N
U
O
Ø
mm
19
19mmØ GICWL
19
MALE TOILET ISOMETRIC WATERLINE DIAG. 2 P-4
CW
F
TE
R
RIS
Ø L
CW
GI
O Ø
GI Ø mm 19 Ø L
CW
GI L
CW
GI Ø
mm
19
L CW
Ø
Ø
GI
GI
R
SE
CW
L
RI
CS R
mm
E
Ø
T
N
U
mm
O
C
19
K
N
I
S
F
UP
CV CV
GV
GV
L
OM FR V
N TA
LA
FR OM
WA
TE
R
RE SU
L
C
SO UR
P M A R UP
W
CW
ES PR
GI
CE
UP
GV
Ø
C
mm
W
CW
GI
25
F
mm
F
19
L CW
H
NOT TO SCALE
F
L
GI
R
C
L CW GI C W Ø mm L 25 CW GI UR Ø R mm SE 19 RI E L
CW
GI
ISOMETRIC WATERLINE DIAGRAM
N
CW 19
Ø
C
W L CW GI
Ø
C
GI
GI CW L
C
W Ø mm 19
V LA W
Ø mm 25
SS
R
SE
RI
F
mm
19
O
E
T
H GV
1 P-4
F
F
F
S
S
L mm
L
19mmØ GICWL
mm 19 L CW R GI U
R
R
CW Ø
CW
Ø
Ø
mm
19
O
F
E
GI
T N U
O
mm
C
L
W
CW
D
C
C
Ø 19
GI
F
I
L W
K
N
25
C
W
Ø
R
CW C
F
I S
mm
19
F
mm
19
GI
R
GI
mm
L
R
U
CW
O
L
GI
P
CW
mm
U
Ø
F
W
F
25
C
1
mm C
19
mm
P
T
E 19 W
F
19
U
S
H
ER
S
L
CW
RIS
K
C
W
D
S
REPUBLIC OF THE PHILIPPINES
N ITO R I NG MO
IO
IN
G
T
EN
R
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
MCMXCIX
EE
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
CONCURRED :
PROJECT TITLE :
A
TA SK
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
&
LI
N
T
t he PH I
N
of
REVIEWED BY:
M
IC
I PP
REP UB L
CONSULTANT / DESIGNER
RI N
G , A S SE S S
ME
ELIAS MELQUIADES EMEL B. CUBA II SANITARY ENGINEER
MERALCO AVENUE, PASIG CITY
PRC NO. :
TIN :
PTR NO. :
DATE :
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
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)
LOCATION :
PROJECT NO: 01-002
OWNER :
DEPARTMENT OF EDUCATION
DESIGNED BY: AZB
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
01 03 NOTE:
WATER SYSTEM ISOMETRIC DIAGRAM
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:
100mm THK. + FIN. SLAB W/
10mm REBARS AT 200mm
O.C.
CB
BENT UP 2 OUT OF 3 AT L/4
FROM
FACE
100mm THK CHB W/ 10mm VERT/HOR BAR
SUPPORT. BOTH WAYS
150X300mm RC BEAM W/2-16mm
600
TOP
AND
BOT. REBARS
CDP
100mm THK. + FIN. SLAB W/ 10mm BENT UP 2 OUT OF 3 AT L/4 FROM
@600mm O.C. EW
& 10mm STIRRUPS
FACE SUPPORT
1@50,3@100, REST @300mm O.C. AIR
SPACE
LEVEL
150
700
150
WALLS
@200mm OC GRAVEL
FACE
REINFORCEMENT
10mm VERT. &
WATER
LEVEL
PLASTERED W/WATERPROOFING COMPOUND OR APPLY ONE
APPLY ONE
FACE BITUMEN
TAR
HOR. BAR
BW
BED
DIGESTIVE CHAMBER
10mm REINF. VERT @200mm
O.C
& HOR.
BWAYS
150
150
1SLOPE
150
1000
150
5000
150
150
10mm
REBARS @300mm
O.C. BW
300mm BOTH WAYS
1
:
40
CROSS SECTION DETAIL
3
LONGTUDINAL SECTION DETAIL :
P-3
SCALE
1
:
: 40
400
150
@
300mm O.C.
400
REBARS
DRAINAGE
PIPE
OF
SUPPORT
1.
2. 600
GALVANIZED IRON COLD WATER RISER (SCH. 40)
GV
GATE VALVE
MH
MANHOLE
PVCDS
POLYVINYL CHLORIDE
DOWNSPOUT
PVCDP
POLYVINYL CHLORIDE
DRAIN PIPE
PVCDS
POLYVINYL CHLORIDE
DOWNSPOUT
PVCSP
POLYVINYL CHLORIDE
SOIL PIPE
POLYVINYL
CHLORIDE
PVCVP
POLYVINYL
PVCVS
POLYVINYL CHLORIDE
CHLORIDE
VENT. ACROSS CEILING
VENT. PIPE
VENT
STACK
POLYVINYL
CHLORIDE
POLYVINYL
RD
ROOF DRAIN
UD
URINAL
DRAIN
WC
WATER
CLOSET
LAV
LAVATORY
COUNTER
WASTE PIPE
WASTE
CHLORIDE
STACK
SOIL
PIPE
RISER
SINK
GRADES
OF
HORIZONTAL
PIPINGS
150
150
200
GICWR
RUN ALL HORIZONTAL PIPINGS IN PERPECT ALIGNMENT AND AT A FORM GRADE NOT LESS THAN TWO PERCENT (2
5000
150
GALVANIZED IRON COLD WATER LINE (SCH. 40)
PLUMBING NOTES:
B.W.
6450 1000
GICWL
CS
150
FACE
UNION PATENTE
DRAIN
OUTLET
INLET
BENT UP 2 OUT OF 3 AT L/4 FROM
UP
PVCSPR
150 10mm
700
TOP/BOT. ON TWO PARALLEL
FLOOR
PVCWS POLYVINYL CHLORIDE
METERS
S-1a 100mm THK. + FIN. SLAB W/
SIDE
FD
PVCWP
METERS
150
BARS
HOSE BIBB
PVCVTR/W POLYVINYL CHLORIDE VENT TROUGH ROOF/WALL
700
2-10mm EXTRA
HB
VALVE
150mm THK. + FIM. SLAB W/
10mm REBARS @
SCALE
CHECK
PVCVAC
2800
150mm THK. SLAB W/
P-2
CV
150
2500
6450
2
CLEAN OUT
BITUMEN TAR 1900
1600
LEACHING CHAMBER
OR
CO
MH
PLASTERED W/ WATERPROOFING COMPOUND
2150
100
50
WATER
SPACE
INLET
300
NGL
300
NGL
AIR
VAR.
INLET
SPACE
100
AIR
CONCRETE DRAIN PIPE
BW
1000
MH
MH
CATCH BASIN
200
150
2000
700
150
2000
CHANGE
IN DIRECTION
ALL CHANGE IN DIRECTION SHALL BE MADE BY APPROPRIATE USE OF FORTY-FIVE DEGREES (45°) WYES, LONG SWEEP
QUARTER BEND, SIXTH-EIIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF FLOW IS FROM HORIZONTAL TO VERTICAL A
SINGLE 1/8 BEND COMBINATION MAYBE USED ON VERTICAL STACKS AND SHORT QUARTER BENDS MAYBE USED ON WASTE
150
LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES. 3. 900
700
VERT.
150
1. 4.
75
a) b) c) d)
75mm
100
S-1a
3-10mm (E.W.)
2SLOPE CDP
INLET 2SLOPE
50
250
250
100
OUTLET
100
150
600
S2 100mm THK. + FIN. SLAB W/ REBARS @ 300mm O.C. AND
TEMP
SHORT
SPAN AND
BARS @300mm E.W.
100
SUPPORT
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 VAULT
7. 8.
SEPTIC
VAULT
METER
OF AIR
SPACE
MUST
BE
WATERPROOFED.
MUST BE
LEFT
BETWEEN THE
TOP
OF
THE
SEWAGE AND
THE
UNDER
PART
OF
ROOF SLAB.
NO SEPTIC ALL
THAN 0.30
OF
VAULT SHALL
PLUMBING
WORKS
BE
SHALL
CONSTRUCTED BE
UNDER
UNDER
THE
THE
BUILDING.
SUPRVISION OF
A
LICENSED
MASTER
PLUMBER
AND
A LICENCED
PLUMBING
CONTRACTOR.
INLET
BENT UP 2/3 OUT AT L/4
10mm
(VARIABLE)
HANDLE
600
900
50
10mm BAR
10mm
CLEAN-OUTS
CDP
2
min.
MH
S-1a
100
600
PVCDS MH
PIPE
CLEAN-OUTS ARE REQUIRED UNDER THE F0LLOWING CONDITIONS:
P-3
FACE
EVERY 2-LAYERS
@600mm O.C.
INLET
50
2500
2800
400
150
FITTINGS
NO DOUBLE HUB OR TEE BRANCH SHALL BE USED ON HORIZONTAL SOIL AND WASTE LINES, THE DRILLINGS AND TAPPING OF HOUSE DRAIN, WASTE OR VENT PIPES AND USED OF SADDLE HUB AND BEND ARE PROHIBITED.
150MM THK. CHB W/ 10mm REBARS HOR.
50 (TYP.)
50
OUTLET
PROHIBITED
3
5
P-3
50
50 50
50
P-2
CATCH BASIN DETAIL SCALE
:
1
: 20
METERS
DESIGN CRITERIA i. LIVE LOAD_________________ 1000Pa ii ALLOWABLE
STRESSES
1. CONCRETE
1 P-2
PLAN DET. OF SEPTIC TANK SCALE
1
:
: 40
4 P-2
METERS
a. FOR FOOTING, BEAMS AND SLABS fc'' = 20 MPa
COVER DETAIL SCALE
:
1 : 10
2. CONCRETE MASONRY UNITS (LOAD BEARING CHB) fm' =6.90 MPa, fm = 2.41 MPa
METERS
3. REINFORCING FOR
BARS
STEEL BARS
SMALLER
THAN
16mm
fy = 230 MPa 4. ASSUMED ALLOWABLE BEARING
CAPACITY Y
=
100KPa
NOTE: WATER TABLE
REPUBLIC OF THE PHILIPPINES
D
PE
I TO R I NG
IN
MCMXCIX
G
A
EN
T
R
F O RC E
NO I
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
E
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
CONCURRED :
ER
IN G
,
A S SE S
SM
E
ELIAS MELQUIADES EMEL B. CUBA II
EMMANUEL P. CUNTAPAY
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
N
SANITARY ENGINEER
MERALCO AVENUE, PASIG CITY
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
1500
BELOW GROUND
PROJECT TITLE :
A
TA SK
ES IN
DEPARTMENT OF EDUCATION (DepED)
E
F
T
ON
I
M
IL
&
f the PH
T
o
REVIEWED BY:
M
IC
P P
RE PU B L
CONSULTANT / DESIGNER
IS
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
THREE STOREY FIFTEEN CLASSROOM SCHOOL BUILDING
LEVEL.
PROJECT NO:
01-002
DESIGNED BY:
mmc
OWNER :
SHEET NO:
DEPARTMENT OF EDUCATION
DepED
ENCODED BY: Max C SHEET CONTENTS :
CHECKED BY:
SEPTIC TANK, CATCH BASIN & COVER DETAIL, LEGEND, LOCATION :
DATE :
01 03
NOTE:
P-5 5
NOTES & DESIGN CRITERIA
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
C
U
DE
FO
TN
E
M T
2950 4500
4500
F-3 C-3
4500
F-3 C-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
4500
F-3 C-3
TG-3
F-3 C-3
TG-3
F-3 C-3
TG-3
F-3 C-3
TG-3 WF
N ITO R I NG MO
BERNADETTE N. AQUINO
& N
T
IO
G
T
EN
R
A
F O RC E
N
REP UB L
ME
3800
TG-2
WF
TG-2
1525
TG-1
TG-1
TG-1
(W)
(D)
F-1
1500
1500
1500
F-2
2600
2600
1500
1300
Thickness
150mm TO CENTER
2400
1500
RECOMMENDING APPROVAL :
REMARKS
BAR Y
250
8 - 16mmØ
8 - 16mmØ
SQUARE FOOTING
350
11 - 20mmØ
11 - 20mmØ
SQUARE FOOTING
300
11 - 20mmØ
11 - 20mmØ
APPROVED FOR ACCREDITATION :
SQUARE FOOTING
ENGINEER III PRC NO. : 0074495
TIN :
PTR NO. :
DATE :
199-674-196
WILFREDO S. LOPEZ OIC, STRUCTURAL DIVISION BUREAU OF DESIGN, DPWH
350
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
350
MAIN BAR: 12-Ø20mm
MAIN BAR: 12-Ø20mm
TIES : Ø10 mm
TIES : Ø10 mm
TIES : Ø10 mm
1@50, 8@75, REST @
1@50, 8@75, REST @
150mm TO CENTER
1@50, 8@75, REST @
150mm TO CENTER
150mm TO CENTER
350
350
MAIN BAR: 8-Ø16mm
MAIN BAR: 14-Ø20mm
MAIN BAR: 12-Ø20mm
TIES : Ø10 mm
TIES : Ø10 mm
TIES : Ø10 mm
1@50, 8@75, REST @
150mm TO CENTER PROJECT TITLE :
GILBERTO S. REYES
150mm TO CENTER
MAIN BAR: 6-Ø16mm
CONCURRED :
SOFIA T. SANTIAGO
1@50, 8@75, REST @
150mm TO CENTER
400
REINFORCEMENT BAR X
(t)
350 TIES : Ø10 mm
1@50, 8@75, REST @
350
(mm)
350
350
TIES : Ø10 mm
1@50, 8@75, REST @
350
2ND FLOOR LEVEL
(L)
REVIEWED BY:
TIES : Ø10 mm
NSCP 2001, ACI 318-89, AISC ((th Edition)
2400
MAIN BAR: 8-Ø20mm
M
NES
PA
MERALCO AVENUE, PASIG CITY
G , A S SE S S
350
MAIN BAR: 8-Ø20mm
A
MCMXCIX
RI N
350
350
SBP = 95.706 Kpa (2000psf) was used in the design for all footings.
F-3
EE
TG-2
WF
C. FOUNDATION
1 : 25 M
SCALE :
IN
C-3
350
fy = 275.8 Mpa (40,000 psi), minimum yield strength of reinforcing bars unless otherwise specified.
No footing shall rest on fill.
TA SK
I PP
DE
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
TG-3 RAMP
C-2
350
B. REBAR
3RD FLOOR LEVEL
f'c = 20.685 Mpa (3000psi), minimum compresive strength of concrete a 28 days unless otherwise specified.
FOOTING DIMENSIONS FOOTING MARK LENGTH WIDTH DEPTH
C-4
CONSULTANT / DESIGNER
TM UC EN T O F ED
F-1 C-1
MAIN BAR: 6-Ø16mm
NTS
SCALE
FOUNDATION LEVEL TO
BOTTOM BARS
C-3
DEPARTMENT OF EDUCATION (DepED)
F-1 C-1
TG-3
350
A. CONCRETE
300
LENGTH SEE DEV'T
G-5/G-7
NOTE: SEE SCHEDULE FOR REINFORCEMENT OF MEMBERS.
E
F-1 C-1
TG-3
F-2 C-2
TG-3
C-1
2ND FLOOR LEVEL TO
2ND FLOOR LEVEL
SEE DEV'T G-5/G-7 LENGTH
F
TG-1
TG-1
100 mm THICK GRAVEL BEDDING
ROOF DECKLEVEL
3RD FLOOR LEVEL TO
t 100
L
REFERENCES
T
TG-3
400
M
REPUBLIC OF THE PHILIPPINES
TG-2
TG-2
TG-2 Y-BARS X-BARS
SECTION
B S-1
1@50, 6@100, REST@200
LI
F-1 C-1
TG-3
LEVEL
W
X-BARS
10mmØ STIRRUPS
t he PH I
F-1 C-1
TG-3
F-2 C-2
5301
D
1500 250
1:25
2ND FLOOR LEVEL
of
TG-3
TG-3
TOP BARS
IC
TG-3
F-2 C-2
350
D S-1
PC-1
PC-1
NGL
G-4/G-6
WF
PLAN
SCALE
TG-1
TG-3
1:100 M.
SCALE :
Y-BARS
C S-1
F-1 C-1
F-2 C-2
WF
TG-3
TG-3
L
1150
500
100
NGL
300
F-1 C-1
F-2 C-2
A S-1
TIE BEAM
F-1 C-1
TG-3
F-2 C-2
TG-3
WF
TG-3
F-2 C-2
TG-3
F-1 C-1
5301
(SEE SCHEDULE)
TG-2
TG-2
TG-3
F-1 C-1
TG-3
1300
TG-3
RAMP
TG-3
F-2 C-2
TG-1
F-1 C-1
F-2 C-2
TG-1
F-1 C-1
TG-3
F-2 C-2
TG-3 TG-1
F-1 C-1
TG-2
F-2 C-2
TG-3 TG-1
TG-1
TG-2
F-2 C-2
TG-1
F-2 C-2
TG-2
100mm THICK SLAB ON FILL WITH Ø10mm SPACED AT 400 BOTHWAYS
TG-1
WF
PC-1
TG-3
1525 2500
TG-2
PC-1 TG-3
WF
TG-2
9500 7000
WF
2950 4500
WF
TG-3 WF
WF
1400
DEPATMENT OF EDUCATION (DepED)
LOCATION :
1@50, 10@75, REST @
1@50, 10@75, REST @
150mm TO CENTER PROJECT NO: 01-002
SHEET NO:
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
OWNER :
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
150mm TO CENTER
FOUNDATION PLAN, DET. OF FOOTING, TIE BEAM, 01 03
NOTE:
ELEV. OF COL. SCH. FOOTING & COLUMN
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-1
S-1
S-1
G-1
G-1
SCALE :
3500
L3/3
2D2
2D2
LAP SPLICES ARE ALLOWED ONLY IN THIS PORTION
L3/3
2D2
b
440
2-12mm∅ STIFFENER
L2/5
L3/5
L3/5
300
6-20mm∅
6-20mm∅
2-12mm∅
2-12mm∅
4-20mm∅
4-20mm∅
END
MID
B S-2
L1
L1/3
L2
L1/3
TOP BAR
L2/3
TOP BAR
3RD FLOOR LEVEL
300
L2/5
b
2ND FLOOR LEVEL
L3
h
L2/3
LAP SPLICES ARE ALLOWED ONLY IN THIS PORTION
FLOOR LEVEL
6-20mm∅
L1/6
C S-2
REPUBLIC OF THE PHILIPPINES
TOP
BOTT.
MIDSPAN TOP
BOTT.
RIGHT SUPPORT BOTT.
TOP
REBAR SIZE
LEFT SUPPORT TOP
BOTT.
mm
MIDSPAN TOP
BOTT.
RIGHT SUPPORT TOP
REMARKS
BOTT.
100
10Ø
200
300
-
300
200
300
10Ø
250
300
-
300
250
300
TWO-WAY
S-2
100
10Ø
300
300
-
300
300
300
10Ø
300
300
-
300
300
300
TWO-WAY
S-3
100
10Ø
200
200
-
200
200
200
10Ø
300
300
-
300
300
300
ONE-WAY
REVIEWED BY:
N ITO R I NG
BERNADETTE N. AQUINO
MO
MCMXCIX
EE
&
N
IO T
IN
G
A
EN
R
MERALCO AVENUE, PASIG CITY
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
RI N
G , A S SE S S
ME
N
ENGINEER III PRC NO. : 0074495
TIN :
PTR NO. :
DATE :
G-1
RECOMMENDING APPROVAL :
APPROVED FOR ACCREDITATION :
199-674-196
WILFREDO S. LOPEZ OIC, STRUCTURAL DIVISION BUREAU OF DESIGN, DPWH
BEAM DIMENSIONS
( in / mm ) b
h
S-2
G-1
G-1
G-1
200
400
G-2
200
G-3
E
A
M
S T E E L
C
H
E
D
U
L
R E I N F O R C E M E N T S
LEFT
REBAR
(mm Ø)
S
MID SPAN
S T I R R U P S
RIGHT
Ø20mm
3
2
2
2
3
2
1@50, 6@100, REST@200
400
Ø20mm
4
3
2
2
4
3
1@50, 6@100, REST@200
200
400
Ø20mm
3
3
2
2
3
3
1@50, 6@100, REST@200
G-4
200
400
Ø20mm
3
2
2
2
6
4
1@50, 6@100, REST@200
G-5
250
500
Ø20mm
6
4
2
4
6
4
1@50, 8@100, REST@200
G-6
200
400
Ø20mm
4
3
2
2
6
4
1@50, 6@100, REST@200
G-7
250
500
Ø20mm
6
4
2
6
6
4
1@50, 8@100, REST@200
CG-1
200
400
Ø20mm
4
3
4
3
4
3
1@50, 6@100, REST@200
B-1
200
400
Ø16mm
4
2
2
2
4
2
1@50, 6@100, REST@200
B-2
200
400
Ø16mm
2
2
2
5
2
2
1@50, 6@100, REST@200
B-3
200
400
Ø16mm
2
2
2
4
2
2
1@50, 6@100, REST@200
G-1
200
400
Ø20mm
2
2
2
2
2
2
1@50, 6@100, REST@200
G-2
200
400
Ø20mm
3
2
2
2
3
2
1@50, 6@100, REST@200
G-3
200
400
Ø20mm
3
2
2
2
3
2
1@50, 6@100, REST@200
G-4
200
400
Ø20mm
3
2
2
2
5
3
1@50, 6@100, REST@200
G-5
250
500
Ø20mm
5
3
2
4
5
3
1@50, 8@100, REST@200
G-6
200
400
Ø20mm
3
2
2
2
6
4
1@50, 6@100, REST@200
G-7
250
500
Ø20mm
6
4
2
6
6
4
1@50, 8@100, REST@200
CG-1
200
400
Ø20mm
3
2
3
2
3
2
1@50, 6@100, REST@200
B-1
200
400
Ø16mm
4
2
2
2
4
2
1@50, 6@100, REST@200
B-2
200
400
Ø16mm
3
3
3
5
3
3
1@50, 6@100, REST@200
B-3
200
400
Ø16mm
2
2
2
3
2
2
1@50, 6@100, REST@200
RG-1
200
400
Ø16mm
2
2
2
2
2
2
1@50, 6@100, REST@200
RG-2
200
500
Ø16mm
3
3
3 2
3
3
3
1@50, 8@100, REST@200
RCG-1
200
500
Ø16mm
2
2
2
2
2
2
1@50, 8@100, REST@200
RB-1
200
400
Ø16mm
2
2
2
3
3
2
1@50, 8@100, REST@200
TG-1
300
500
Ø20mm
5
4
2
2
6
4
1@50, 8@100, REST@200
TG-2
300
500
Ø20mm
6
4
2
3
6
4
1@50, 8@100, REST@200
TG-3
300
500
Ø20mm
3
3
2
2
3
3
1@50, 6@100, REST@200
LB-1
200
400
Ø16mm
2
2
2
4
2
2
1@50, 6@100, REST@200
PROJECT TITLE :
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
BOTTOM
PROJECT NO: 01-002
OWNER :
SHEET NO:
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
BOTTOM
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
TOP
Ø10mm
(UNLESS NOTED OTHERWISE)
BOTTOM
CONCURRED :
TOP
E
TOP
A
TA SK
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
T
LI
mm
LEFT SUPPORT
in
BEAM MARK
M
t he PH I
I PP
REP UB L
of
in
REBAR SIZE
REBAR SPACING ALONG LONG DIRECTION
S-1
CONSULTANT / DESIGNER IC
THICKNESS
mm
TIE BEAM
SECOND LEVEL
SLAB MARK
in
STAIR BEAM
REBAR SPACING ALONG SHORT DIRECTION
ROOF LEVEL
FLOOR LEVEL
G-2
S-2
B
500
2D2
MID
G-1
PC-1
STAIR WELL
G-2
S-2
1:100 M.
L2
L2/3
2D1
G-2
S-2
S-3
S-1
B-2
PC-1
3500
L1/3
G-1
S-1
G-2
S-2
B-1
G-6
G-1
S-2
2-20mm∅ 2-12mm∅
4-20mm∅
END
G-1
S-2
G-2
CG-1
G-1
S-2
G-2
S-1
B-1
G-6
S-2
G-2
S-1
G-6
S-2
G-2
S-1
B-1
G-6
G-2
S-1
B-1
S-1
CG-1
G-2
S-1
B-1
G-6
S-1
B-1
G-6
S-1
B-1
D1
h
2-12mm∅
B-1
G-3
3800
S-1
4500 2950
G-5
S-1
G - 7
S-1
G - 7
S-1
G - 7
S-1
G - 7
S-1
G - 7
S-1
G - 7
G-3
G-6
G-6
G-4
G-3
B-1
4500
G-3
G-1
2D1
b
4500
G-3
S-2
L1
4500
G-3
2500
6-20mm∅
4500
G-3
A S-2
b
4500
G-3
G-6
925 2500
G-1
4500
G-3
G-2
S-2
4500
G-3
S-1
G-2
G-3
B-1
S-3
4500
G - 7
G - 7
B-3
3800
STAIR WELL
PC-1
B-2
G-5
7000
PC-1
G-6
S-1
4500
G - 7
G-3
G-4
4500
G - 7
4525 2950
B-3
G - 7
G-6
01 03 NOTE:
2nd & 3RD FLOOR FRAMING PLAN, TYP. DET. OF BEAM & SLAB, SCH. OF BEAMS & SLABS
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
Ø10 @250 CUT BARS
Ø10 SPACED MAIN BARS
350
Ø10 @250
150mm TO CENTER
PC-1
Ø10mm
4-Ø10 CONT. BARS
(FROM TIE BEAM UP TO LANDING LEVEL/ FROM 2ND FLR BEAM UP TO LANDING LEVEL)
Ø10 @250 CUT BARS
C S-3
1 : 25 M
SCALE
500
100
400
1@50, 8@75, REST @
300
5 12
125
125
200
BARS BOTHWAYS
125
TIES : Ø10 mm
D S-3
A
B
C
7000
4500
1550
1600
Ø10 300mm TEMP
MAIN BAR: 4-Ø16mm
B S-3
3543
125125
200
1-Ø10 NOSING BAR
2500
2950
G-3 1-Ø10 NOSING BAR
3200
THIRD FLOOR LINE S-1
B-2
1
G-5
B-2
3200
G-7
3RD FLOOR LEVEL
SEE SCHEDULE OF S-1 (2ND/3RD LVL) FOR DETAIL OF REIN. Ø10 @300 Ø16 @ 150 MAIN BAR
LANDING LB-1
PC-1
PC-1
Ø10 @300
SECOND FLOOR LINE
3200
Ø16 @ 150 LANDING Ø10 @300
SCALE
Ø16 @ 150 MAIN BAR
GROUND FLOOR LINE NATURAL GRADE LINE
REVIEWED BY:
N ITO R I NG MO
BERNADETTE N. AQUINO
&
MCMXCIX
EE
N
T
N
IO T
G
A
EN
R
MERALCO AVENUE, PASIG CITY
IN
RI N
G , A S SE S S
ME
ENGINEER III PRC NO. : 0074495
TIN :
PTR NO. :
DATE :
199-674-196
Ø10 @250
7000
RECOMMENDING APPROVAL :
SECTION OF STAIR
APPROVED FOR ACCREDITATION :
SCALE
1:50 M
CONCURRED :
PROJECT TITLE :
A
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
GROUND FLOOR LEVEL
TG-3
M
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
TA SK
I PP
REP UB L
REPUBLIC OF THE PHILIPPINES
LI
150mm
Ø10 @300
1:50 M
CONSULTANT / DESIGNER t he PH I
Ø16 @ 150
Ø10 @300
1 S-3
of
1-Ø10 NOSING BAR
LB-1
325
IC
G-1
G-2
B-2
B-3
3800
S-3
2ND FLOOR LEVEL
G-2
A S-3
G-1
G-2
Ø10 @300 Ø16 @ 150
S-3
7000
Ø16 @ 150
WILFREDO S. LOPEZ OIC, STRUCTURAL DIVISION BUREAU OF DESIGN, DPWH
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
LOCATION :
PROJECT NO: 01-002
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
SHEET NO:
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
OWNER :
01 03 NOTE:
STAIR PLAN & SECTION DETAIL, DETAIL OF RAMP & STAIR ON GRADE, MISC. DETAILS
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
RG-1
RB-1
RG-1
RG-1
50
D
OR
OR
D
CH
OP
T
6mm GUSSET
100
6mm GUSSET PLATE (TYP.)
CH
4-Ø12x300mm LONG BENT ANCHOR BOLTS 250x200x10mm BASE PLATE
50
P
C
PLATE (TYP.)
PLAN 250
W-2
2L-2x2x1/4 STRUT
29 30 25 38
KING POST
38 25 30 29 6mm GUSSET PLATE BOTTOM CHORD
C S-4
W-2
D S-4
1 : 50 M
SCALE
(FULLY WELDED TO BASE PLATE)
SCALE
1 : 50 M
4-Ø12x300mm LONG BENT ANCHOR BOLTS 250x200x10mm BASE PLATE
SEE TRUSS ANCHORAGE DETAIL
1 : 25 M
W-
150x50x15x2.0mm STEEL C-PURLINS ±750mm O.C.
PURLINS
COLUMN OR BEAM
10mmØ SAG ROD WITH STANDARD NUTS & ±75WASHERS @ EACH END 0
W-2
150
1
LC-150x50x15x2.0
6-Ø10x200mm LONG 150
1-Ø10mm A-307 MACHINEBOLT
50 25 30 29
BOTTOM CHORD
200
TO
W-2
2
W-2
2
W-
4 SPANS @ 1187.5 = 4750 1000
SCALE
2"x2"x3/16"
FULL WELD
G S-4
9500 B S-4
2L
1:100 M.
1
W
F S-4
2 SPANS @ 1125 = 2250
WEB MEMBERS
6mm GUSSET PLATE
W-
W-2
W-
2
W-2
W-2
W-2
W-2
2
2 SPANS @ 1250 = 2500
W-2
RG-1
FULL WELD
2
W-2
W-
2500
P TO
W-1
2"x2"x1/4"
250
SCALE :
D
-
1000
2
W
W-2
W-
2L
T-1
RG-2
T-1
RG-2
T-1
RG-1
4862
R HO
SIZE
TOP & BOT. CHORDS
D S-4
QTY
RG-1
C S-4
1
DESCRIPTION
W-1
29 30 25 50
A S-4
W-
MARK
RG-1
RG-1 RG-1
RG-1
RG-1
RG-1
4500
RG-1
RG-2
T-1
T-1
RG-2
RG-1
RG-1 RG-1
4862
RG-1
RG-1
4500
RCG-1
RB-1
RG-1
4500
RG-1
RG-2
T-1
RG-2
T-1
T-1
RG-2 RG-1
HT-1 RG-1
4862
LC-150x50x15x2.0 PURLINS SPACED @ 750 mm O.C WITH Ø10 SAGRODS @ MIDSPAN
Ø12mm CROSS BRACINGS
RG-1 HT-1
4500
RG-1
RG-1
RCG-1
RCG-1
RG-1
4500
RG-1
RG-1 RG-1
RG-1
RG-1
RG-1
RG-1
4500
RG-1
RG-2
T-1
RG-2
T-1
RG-2
RG-2
T-1
RG-2
RG-1
RG-1
RG-1
4500
RG-1
RG-1
4500
RG-1
RG-1
RG-1
4500
RG-1
RG-1
RG-1
4500
RG-1
RG-1
1200 2500
4500
T-1
RG-2
T-1
1200
4500
RG-1
7000
RG-1
L-2.5x2.5x1/4 FULL WELD
W-2
6mm GUSSET PLATE (TYP.)
SECTION
BOTTOM CHORD
E S-4
F S-4
1 : 50 M
SCALE
REPUBLIC OF THE PHILIPPINES
N ITO R I NG
BERNADETTE N. AQUINO
MO
MCMXCIX
EE
&
IO T
IN
G
A
EN
R
MERALCO AVENUE, PASIG CITY
F O RC E
PA
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORING
RECOMMENDING APPROVAL :
1 : 10 M
APPROVED FOR ACCREDITATION :
CONCURRED :
RI N
G , A S SE S S
ME
N
ENGINEER III PRC NO. : 0074495
TIN :
PTR NO. :
DATE :
199-674-196
WILFREDO S. LOPEZ
PROJECT TITLE :
OIC, STRUCTURAL DIVISION BUREAU OF DESIGN, DPWH
SOFIA T. SANTIAGO
GILBERTO S. REYES
RAMON C. BACANI
OIC, DIRECTOR III BUREAU OF DESIGN, DPWH
OIC, DIRECTOR IV BUREAU OF DESIGN, DPWH
UNDERSECRETARY
DEPATMENT OF EDUCATION (DepED)
I S-4
1 : 10 M
SCALE
A
TA SK
NES
DE TM UC EN T O F ED
DEPARTMENT OF EDUCATION (DepED)
E
F T
T
LI
REVIEWED BY:
SCALE
H S-4
M
t he PH I
N
of
I PP
REP UB L
CONSULTANT / DESIGNER IC
1 : 50 M
SCALE
G S-4
LOCATION :
PROJECT NO: 01-002
1:5 M
OWNER :
SHEET NO:
DepED
BNA SHEET CONTENTS :
CHECKED BY: DATE :
SCALE
DEPARTMENT OF EDUCATION
DESIGNED BY: BNA ENCODED BY:
01 03 NOTE:
TRUSS DIAGRAM DETAILS OF STEEL CONNECTION
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
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