PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
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DE
PAR
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ENT OFED
UC
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N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
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S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
SCALE:
1
A-1
PERSPECTIVE VIEW
NTS
A-1
A-2
A-3
S-2
S-1
E-1 ELECTRICAL LAYOUT PLAN, RISER
DIAGRAM, LOAD SCHEDULE, GEN.NOTES
PERSPECTIVE VIEW, TABLE OFCONTENTS
ELEVATIONS TYPICAL
CONNECTION DETAIL
FOUNDATION PLAN, ROOF
FRAMING PLAN FOOTING DETAIL,
COLUMN DETAIL, WF-1, RAMPDETAIL
FLOOR PLAN, ELEVATIONS, ROOF
PLAN SECTIONS, REFLECTEDCEILING PLAN
SCHEDULE OF DOOR & WINDOWS,
BAY SECTION, DETAIL SECTION,
LOUVER BLOCK VENT., RAMPDETAIL
A-1
3PERSPECTIVE VIEW
TABLE OF CONTENTS
SANITARY
ELECTRICAL
STRUCTURAL
ARCHITECTURAL
ENGINEER/BUILDING OFFICIAL
OFFICE OF THE CITY/MUNICIPAL
REPUBLIC OF THE PHILIPPINES
MECHANICAL
ELECTRICAL
SANITARY
STRUCTURAL
ARCHITECTURAL
LAND USE & ZONING
LINE & GRADE
DISTRICT/CITY/MUNICIPALITY
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
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OF
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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
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DE
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ENT OFED
UC
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N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
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MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
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EF
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M
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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
1100
ASUSPENDED
LIGHTING
FIXTURES
6mm THK. ORD. PLYWOOD
CEILING w/6mm GROOVE
ON 50x50mm CEILING
JOIST @600mm O.C. BOTHWAYS
B
C
1500
12x300mm FIBER
CEMENT FASCIA
BOARD (PAINT FIN.)
7000
400
6mm THK. MARINE
PLYWOOD EXT. CLG. ON
50x50mm @600mm OCBW.
VENT.
(SEE DETAIL)
400
C
1100
3500
A
B
3500
7000
1500
GA#26 PLAIN G.I. FLASHING
ON 12x300mm FIBER CEMENT
FASCIA BOARD (PAINT FIN.)
GA#26 PLAIN G.I.
RIDGE ROLL (PAINT
FIN.)
GA#26 CORR. G.I.
ROOFING SHEET
(PAINT FIN)
400
BUILDING LINE
SLOPE
SLOPE
4500
9000
4500
1 2 3
WITH PLAIN CEMENT
PLASTER (PAINT FIN.)
150 mm THK. CHB WALL
GA#26 PLAIN GI RIDGE
ROLL (PAINT FIN.)
12x300mm FIBER CEMENT
FASCIA BOARD (PAINT FIN.)
GA.#26 CORR. G.I. ROOFING
SHEET (PAINT FINISH)
6mm THK. PLYWOOD CEILING
ON 50X50mm CEILING JOIST SP.
@600mm O.C. BOTHWAYS (PAINT
FINISH)
300x300mm EXT. CONC.
LOUVER BLOCKS
6mm THK MARINE PLYWOOD
ON 50x50mm CEILING JOIST
@600mm O.C. BW.
(OPTIONAL)
3500 1100
5000
W-1
D-1
1500
5316
7000
3500
CLASSROOM
AC B
CLASSROOM
FIN. FLR. LN.
VAR
.1780
2800
TOP OF TRUSS
TOP OF ROOF BEAM
FIN. GRD. LN.
TOP OF TRUSS
TOP OF ROOF BEAM
FIN. GRD. LN.
CLASSROOM
FIN. FLR. LN.
VAR
.1780
2800
4500
9000
4500
1 2 3
4500
9000
4500
1 2 3
SCALE: 1:100 M
5
A-2
REAR ELEVATION
6
A-2
ROOF L
INE
150mm THK. CHB
W/PLAIN CEMENT
PLASTER (PAINT
FIN.)
7
A-2
BLACKBOARD
W-2 D-1
DEP.25mm
W-2D-1
25mmDEP.
W-1W-1
GRAVEL BED (RIVER STONE)
ROOF LINE ABOVE
LINE OF ROOF
GRAVEL BED (RIVER STONE)
LINE OF CORRIDOR
A
600
600
3500
400
7000
3500
1100
1500
1200
C
B
321
450045004500
9000
4500
9000
FL-1
CLASSROOMCLASSROOM
SCALE: 1:100 M
9
A-2
ROOF PLAN
SCALE: 1:100 M
7
A-2
LONGITUDINAL SECTION
FL-1CORRIDOR
FL-1
400
SCALE: 1:100 M
6
A-2
CROSS SECTION
SCALE: 1:100 M
2
A-2
FRONT ELEVATION
3500
7000
B
1100
1780
2800
FIN. GRD. LN.VAR
.
TOP OF TRUSS
3500
A GA#26 CORR. G.I.
ROOFING SHEET
(PAINT FIN.)1500
150 mm THK. CHB WALL
WITH PLAIN CEMENT
PLASTER (PAINT FIN.)
GA#26 PLAIN G.I.
FLASHING (PAINT
FIN.)
300x300mm EXT.
CONC. LOUVER
BLOCKS
C
12x300mm FIBER CEMENT
FASCIA BOARD (PAINT FIN.)
CLASSROOM
FIN. FLR. LN.
TOP OF ROOF
BEAM
GA#26 PL. GI. SHT.
RIDGE ROLL PAINT
FIN.
150 mm THK. CHB
WALL WITH PLAIN
CEMENT PLASTER
(PAINT FIN.)
GA.#26 PL. G.I.
FLASHING ON
12x300mm FIBER
CEMENT FASCIA
BOARD (PAINT FIN.)
GA#26 G.I. CORR.
SHT. ROOFING PAINT
FIN.
SLOPE
D-1W-2
D-1W-2
1780
2800
FIN. GRD. LN.
TOP OF TRUSS
TOP OF ROOF BEAM
VAR
.
GA#26 G.I. CORR.
SHEET ROOFING
(PAINT FIN.)
GA#26 G.I. PL. RIDGE
ROLL (PAINT FIN.)
GA#26 G.I. PLAIN
FLASHING (PAINT
FIN.)
6mm THK. CHB
PLASTER PAINT FIN.
CLASSROOM
FIN. FLR. LN.
400
W-1 W-1
SLOPE
W-1 W-1
A-2
3FLOOR, CEILING & ROOF PLANSELEVATIONS & SECTIONS
FL-1
FL-2
PLAIN GREEN CEMENT FIN.
SCHEDULE OF FLOOR FIN.
PLAIN CEMENT FLR.
FIN. W/ GROOVE (ROUGH)
FL-1
FL-2
400
400 400
4500
9000
4500
1 2 3
GA.#26 CORR. G.I.
ROOFING SHEET
(PAINT FINISH)
400
150mm THK. CHB
WALL PLASTER
PAINT FIN.
SUSPENDED
LIGHTING FIXTURES
6mm THK. PLYWOOD
CEILING ON 50X50mm
CEILING JOIST SP.
@600mm O.C.
BOTHWAYS (PAINT
FINISH)
TOP OF ROOF
BEAM
2800
VAR
CLASSROOM
FIN. FLR. LN.
FIN. GRD. LN.
1780
TOP OF TRUSS
12mm GI. PIPE HANGERS
SCALE:
REFLECTED CEILING PLAN8
A-2 1:100m
CLASSROOM
FIN. FLR. LINE
12mm THK. FIBER CEMENT
FASCIA BOARD (PAINT FIN.)
VAR
.
3500
7000
3500
1500
1100
2800
FIN. GRD. LN.
TOP OF ROOF BEAM
TOP OF TRUSS
1780
C B A
150 mm THK. CHB WALL WITH
PLAIN CEMENT PLASTER
(PAINT FIN.)
12x300mm FIBER CEMENT
FASCIA BOARD (PAINT
FINISH)
300x300mm EXTERIOR
CONC. LOUVER BLOCKS
GA.#26 CORR. G.I. ROOFING
SHEET (PAINT FINISH)
SCALE:
RIGHT ELEVATION3
A-2 1:100m
SCALE:
FLOOR PLAN1
A-2 1:100m
SCALE:
LEFT ELEVATION4
A-2 1:100m
9000
4500 4500
CLASSROOM
1 2 3
1
200
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
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&T
N
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EF
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M
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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
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MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
SES
EMS
EF
AT
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M
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TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
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MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
2100
2400
±1230
(14-BLADES
)
2400
SCHEDULE OF DOORS & WINDOWS
A-3
2
PANEL DOOR TYPE HINGED
DOOR & FIXED CLEAR
GLASS TRANSOM ON
50x150mm WOOD
JAMBS/FRAMES
D-1
SCALE:
W-1
JALOUSIE WINDOW W/ CLEAR GLASS
BLADES ON STD. ALUM. HOUSING &
FIXED CLEAR GLASS TRANSOMS ON
50x150mm WD. JAMBS/FRAMES
±875
1 : 100 M
SAME AS W-1
W-2
300
1000
4 EQ. PARTS=
2500
300
2 EQUAL PARTS =
1250
±1230
(14-BLADES
)
2400
±875
300
A-3
3SCH. OF DOORS & WINDOWS
BAY & DETAIL SECTION, EAVES,LOUVER BLK, VENT, RAMP DET.
SCALE:
RAMP DETAILS8
A-3 AS SHOWN
12x300mm FIBER CEMENT
FASCIA BOARD (PAINT
FIN.)
SEE STRUCTURAL DETAIL
6mm THK. MARINE
PLYWOOD
INT. CEILING w/6MM
GROOVE ON 50x50mm
CEILING JOIST @600mm
OC BOTHWAYS (PAINT
FIN.) (OPTIONAL)
GA#26 CORR. G.I.
ROOFING SHEET
(PAINT FIN.)
NON-SKID PLAIN CEMENT FLOOR CEMEMNT FINISH
CORRIDOR
100
6mm
TYPICAL
100
1800
RAMP
UP
6mm6mm
CLASSROOM
EL. +175mm
DETAIL SECTIONSCALE 1:5 M
SCALE 1:50 M
DETAIL PLAN
LINE OF ROOF
LINE OF CORRIDOR
1200
1500
150 mm THK. CHB WALL WITH
PLAIN CEMENT PLASTER (PAINT
FIN.)
2800
900
2216
2800
600
1500
CORRIDOR
FIN. FLOOR LINE
FIN. GRADE LINEVAR
.
BAY SECTION
A-3
1
SCALE:
CLASSROOM
PART OF
1 : 20 M
CLASSROOM
SCALE:
PART OF
A-3
4 DETAIL SECTION
1:20 mts.
FIN. FLOOR LINE
FIN. GRADE LINE
25
VAR
.
A-3
5 LOUVER BLOCKS DETAIL
OUTSIDEELEVATION
SCALE :
INSIDE
SECTION
1:10M
23°
575
A-3
6mm THK PLYWOOD w/6mm
GROOVE ON 50x50mm
NAILERS @600mm OC BW
(PAINT FIN)
20x20x5mm ANGULAR BAR @600mm OCVERT. MEMBER FOR FRAME OF 12x300mm
FIBER CEMENT FASCIA BOARD
1500
6mm THK. MARINE PLYWOOD
ON 50x50mm CLG. JST. @600mm
O.C. BW. (OPTIONAL)
TOP OF ROOF BEAM
FR. 25x75mm WD.FRAME
S4S KD TANG.
325
20x20x3mm THK ANGULAR
FRAME FOR VENT. WELDED
TO PURLINS
1242
CONC.
BEAM
W-1
1100
(OPTIONAL)
400
A
150mm THK. CHB WALL
PLAIN CEM. PLASTER (PAINT FIN.)
6mm THK. ORD. PLYWOOD
INT. CEILING ON50x50mm
CEILING JOIST @600mm OC
BOTHWAYS (PAINT FIN.)
VENT. WITH
WIRE MESH INSECT
SCREEN (SEE DETAIL)
C-PURLINS (SEE
STRUCTURAL DET.)
10mm SAG RODS
D-1
(150X400)
(OPTIONAL)
PROVIDE INSECT SCREEN
25x25 mm WOOD VENT
25x25mm WOOD
VENT PROVIDE
INSECT SCREEN
50
SECTION (V2)
GA#26 CORR. G.I.
ROOFING SHEET
(PAINT FIN.)
25
SECTION (V1)
275
25
6mm THK. ORD. CLNG. PLY
CEILING ON 50X50 CLNG.
JOISTS SP. @600mm O.C. BW (
PAINT FIN. )
275
EAVES, VENT. & INT CEILING DETAIL
600
300
SCALE :
6mm THK. MARINE
PLYWOOD ON
50x50mm CLG. JST.
@600mm O.C. BW.
(OPTIONAL)
GA#26 CORR. ROOFING SHEET
(PAINT FIN.)
150
123
4
GA#26 PLAIN
GI. FLASHING
20x20x5mm ANGULAR
BAR @600mm OC VERT.MEMBER FOR FRAME OF
12x300mm FIBER
CEMENT FASCIA BOARD
TOP OF ROOF BEAM
300
12x300mm FIBER
CEMENT FASCIA
BOARD (PAINT
FIN.)
A-3
7
TYP. CLG. VENT PLAN DETAIL
575
25x25mm WOOD VENT
PROVIDE INSECT SCREEN
4-16x300mm LONG
BENT ANCHOR
BOLTS
6mm GROOVE
PLAN
3
SCALE :
300x150x10mm BASE
PLATE
10mm THICK PLATE
VENTILLATION W/
WIRE MESH
(OPTIONAL)
DETAILSCALE : 1:10MTS
1 : 10 M
A-3
6
25
CEILING VENT
(SEE DETAIL)
425
V2
50 25
138
V1
2-16 BOLTS
25
27
C-PURLIN SEE
STRUCTURAL
DET.
GA#26 CORR. GI.
ROOF
RAFTER SEE
STRUCTURAL
DET.
7 EAVES DETAIL
A-3 SCALE : 1:20M
400
LOUVER BLOCKS
(CONCRETE)
NOTE:
FULLY WELD
ON RAFTER
300
TECK SCREW
SAG ROD (SEE DETAIL)
STL. PURLINS (SEE STRUCTURAL
DET.)
300
20x20x2mm ANGULAR
BAR FOR FASCIA BD.
FRAME WELDED TO
RAFTERS AND
PURLINS
AS SHOWN
TECK SCREW
1. IF THERE'S EXTERIOR CEILING PROVIDE
V2.
2. IF THERE'S NO EXTERIOR CEILING
PROVIDE V1.
12x300mm FIBER
CEMENT FASCIA
BOARD
275
ON WOOD JAMBS/FRAMES
HOLLOW CORE FLUSH
TYPE HINGED DOOR
PROVIDE KICKPLATE
D-2
2100
300
900
STAINLESS
STEEL
KICKING
PALTE
W-3
555
1500
600
SAME AS W-1
/NO FIX
GLASS
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
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IN
OM
&T
N
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EMS
EF
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T
GN
M
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
SES
EMS
EF
AT
S
T
GN
M
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
TO ROOF LEVEL
FOUNDAT
ION LEVEL
S-1
2FOUNDATION PLAN, ROOF FRAMING PLAN
FOOTING DETAIL, COLUMN DETAIL, WF-1,RAMP DET.
32
400 STEEL C-PURLINS
50x100x15x1.5mm
750mm O.C.
1
4500400
321
D. FOUNDATION
No footing shall rest on fill.
SBP = 95.706 Kpa ( 2,000 Psf ), was used in the design for all footings.
Fy = 248 Mpa ( 36 Ksi ), specified minimum yield strength
unless otherwise specified.
C. STRUCTURAL STEEL
unless otherwise specified.
fy = 275.8 Mpa ( 40,000 Psi ), minimum yield strength of reinforcing bars
B. REBAR
a 28 days unless otherwise specified.
fc' = 20.685 Mpa ( 3,000 Psi ), minimum compressive strength of concrete
A. CONCRETE
DESIGN CRITERIA :
EB-1
EB-1
EB-1
EB-1
R - 1
400
C-2C-1
C O L U M N S C H E D U L E
160
TIES : 10 mm
MAIN BAR:
6-%16mm
150mm TO CENTER
1@50, 8@75, REST @
160
TIES : 10 mm
MAIN BAR:
4-%16mm
1@50, 8@75, REST @150mm TO CENTER
400
LEVEL
RG-2
RG-1
4500
10mm% SAG ROD WITH
STANDARD NUTS &
WASHERS @ EACH END
RG-2
R - 2
RG-1
R - 1
1:100 M.
RG-1
RG-2
1100
AC-1
F-1
WF-1
RG-2
RG-1
R - 2
SCALE
B
S-1
C
B
F-1
C-1
F-1
C-1
WF-1
3500
1500
3500
7000
ROOF FRAMING PLAN
9000
150MM THK.
NTS.
10mm @300 CUT BARS
3-10mm
X-BARS
Y-BARS
GRAVEL BEDDING
100 mm THICK
400
SCALE :
600
250
D
S-1
SQUARE FOOTINGSQUARE FOOTING
SQUARE FOOTINGSQUARE FOOTING
REMARKS
G-20mm GRAVEL
BEDDING
DETAIL OF WF-1
10@600
VERT. BARS
CHB
HOR. BARS
10@600
NATURAL GRADE LINE
F-2
C-2
WF-1
F-1
C-1
WF-1
4500
A
WF-1
C-2
F-2
WF-1
C-1
F-1
F-1
C-1
WF-1
BOTHWAYS
SPACED AT 400
WITH 10mm
SLAB ON FILL
100mm THICK
1:100 M.S-1
A
SCALE
RAMP UP
B
C
3500
WF-1
3500
7000
t
Y-BARS
D
NGLNGL
NTS
L
SCALE :
X-BARS
100
100
TYP. FOOTING DETAIL
L
W
PLAN
C
S-1
4 - 16mm%
BAR Y
4 - 16mm%
BAR X
(t)
250
250
THICKNESS
REINFORCEMENT
4 - 16mm%
4 - 16mm%
1200
DEPTH
(D)
1200
(W)
1000
800
WIDTH
F-2
F-1 800
MARK
FOOTING
(L)
1000
LENGTH
FOOTING DIMENSIONS (mm)
9000
4500
SECTION
FOUNDATION PLAN
S C H E D U L E O F F O O T I N G S
DETAIL OF RAMP
S-1SCALE
E
1 : 50M
1
10 300mm TEMP
BARS BOTHWAYS
10mm
1800
150
1800
1200
1500
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
SES
EMS
EF
AT
S
T
GN
M
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
SES
EMS
EF
AT
S
T
GN
M
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
Max C
01 03
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
01-002
AZB
S-2
2
1 : 10 M
TYPICAL CONNECTION DETAILELEVATIONS, BEAM DETAIL & SCHED.
10mm% SAG ROD WITH
TOP OF RAFTER
10mm TIE ROD WITH
WASHERS @ EACH END
STANDARD NUTS &
SPACED @ 800mm O.C.
R-1/R
-2
SCALE
S-2
I
750mm O.C.
1 : 10 M
10mm SAG ROD
STEEL C-PURLINS
50x100x15x1.5mm
SAG ROD CONNECTION DET.
WASHERS @ EACH END
STANDARD NUTS &
STEEL C-PURLINS
750mm O.C.
100x50x15x1.5mm
750mm O.C.
STEEL C-PURLINS
100x50x15x1.5mm
1-%10mm A-307
ANCHOR BOLT
L-50x50x4.5
1 : 5 MSCALE
G
S-2
NTS
100
15
50
SCALES-2
F DETAIL OF PURLINS
LC-100x50x15x1.5
PURLIN CONNECTION DET
TIE ROD CONNECTION DET.
S-2
1BC
65
20
150
R-2
LC-150x65x20x3
NTS
DETAIL OF RAfTER
A
RC BEAM/COLUMN
LAP SPLICES ARE ALLOWED
ONLY IN THIS PORTION
2D
2-10mm SIDE BARS
L1
2D
ONLY IN THIS PORTION
LAP SPLICES ARE ALLOWED
L2
2D 2D
2-%16
BOLTS
BASE PLATE
4-%16x300mm LONG
BENT ANCHOR BOLTS
300x150x10mm
10mm THICK PLATE
ELEVATION
1:20 M
R-1/R
-2
BENT ANCHOR BOLTS
BASE PLATE
300x150x10mm
50
PLAN
37
.537
.5
10mm THICK PLATE
4-%16x300mm LONG
LINE OF R-1/R-2
50
300
R-1/R-2
D
S-2
ELEVATION
SCALE
LONG BENT
BASE PLATE
4-%16x300mm
300x150x10mm
ANCHOR BOLTS
2-%16
BOLTS
TYPICAL RAFTER ANCHORAGE DETAIL
10mm THICK PLATE
R-2
EB-1
NTSSCALES-2
CL.
SECTION DETAIL1
10mm X 150mm
ANCHOR BOLTS
150
SCALE
H
S-2
150
(SEE SCHED)
RG-2
R-2EB-1
EB-1
RG-2
R-2
RG-1
1:100 M
AC
SCALE:
ELEV @ GRID 1 & 3
B
R-1R-1
RG-1
A
S-2
1:100 MSCALE:S-2
150
20
SCALE
E
S-2
2LC-150x65x20x3
R-1
65
ELEV BETWEEN GRIDLINESB
RG-1
RG-1
10mm
2
2
BOTTOM
2
1@50, 6@100, REST@200
1@50, 8@100, REST@200
(UNLESS NOTED OTHERWISE)
S T I R R U P S
1@50, REST@200
2 2 2
2 2
BOTTOM
MID SPAN
2
TOP
22 2
BOTTOM
2 2
22
LEFT
TOP
22
TOP
RIGHT
C
S-2
12mm400
12mm
REBAR
(mm )
400
h
250 10mm
RG-2
RG-1
MARK
BEAM
150
150
b
150EB-1
DIMENSIONS
( in / mm )
ROOF LEVEL
LEVEL
FLOOR
BEAM
TYPICAL BEAM ELEVATION
B E A M S C H E D U L E
S T E E L R E I N F O R C E M E N T S
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
SES
EMS
EF
AT
S
T
GN
M
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
RDS
5-5-00
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
99-001
RDS
PRC NO. :
PTR NO. :
TIN :
DATE :
CHIEF, ARCHITECTURAL DIVISION
EMMANUEL P. CUNTAPAY
BUREAU OF DESIGN, DPWH
ALBERT Z. DE BELEN
0010990 149 460 161
ARCHITECT IV
27 OCT. 2002
CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :
SOFIA T. SANTIAGO
OIC, DIRECTOR III
RAMON C. BACANI
UNDERSECRETARYOIC, DIRECTOR IV
GILBERTO S. REYES
APPROVED FOR ACCREDITATION : CONCURRED :
LOCATION :
PROJECT TITLE :
NOTE:
DATE :
ENCODED BY:
CHECKED BY:
PROJECT NO:
DESIGNED BY:
MONITORING AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,
THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND
ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
DEPARTMENT OF EDUCATION
DepED
SHEET CONTENTS :
OWNER :
REP. ACT 545
SHEET NO:
BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)
NRE
ENI
GN
EE
CR
OF
OT
IN
OM
&T
N
SES
EMS
EF
AT
S
T
GN
M
A
TASK FORCE ENGINEERING, ASSESSMENT AND MONITORINGDEPARTMENT OF EDUCATION (DepED)R
EPUBL
ICof the PH
I LI P
PINES
DE
PAR
TM
ENT OFED
UC
AT
IO
N
MERALCO AVENUE, PASIG CITY
REPUBLIC OF THE PHILIPPINES
IR
K
S
MCMXCIX
AG,
I
RDS
5-5-00
ONE STOREY
ONE CLASSROOM
7x9m (STANDARD)
A-1
8PERSPECTIVE VIEW
TABLE OF CONTENTS
99-001
RDS
NOT TO SCALE
ELECTRICAL RISER DIAGRAM
16MMO x 2400mm LENGTH
GROUNDING ROD COPPERWELD
1-3.5mm THW COPPER WIRE
8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE AS FOLLOWS :
a. LIGHT SWITCH - 1.20 M ABOVE FINISH FLOOR
b. CONVENIENCE OUTLET - 0.30 M ABOVE FINISH FLOOR.
c. SAFETY SWITCH - 1.80 M ABOVE FINISH FLOOR
- RACEWAY CONDUIT CONCEALED IN CEILING
- RACEWAY CONDUIT CONCEALED UNDER FLOOR
- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE
10 AMPS, 250 VOLT WITH MODERN PLATE COVER
M
Sf
cdeS
3W S
- SERVICE ENTRANCE
- ELECTRIC SERVICE METER
- FAN CONTROL SWITCH
- SAFETY SWITCH
- THREE GANG DEVICE SWITCH
- THREE WAY DEVICE SWITCH
LEGEND
F
2
SYMBOL
abS
aS/S
DESCRIPTION
- 2 x 40 WATTS FLUORESCENT LAMP
- ONE GANG DEVICE SWITCH
- TWO GANG DEVICE SWITCH
- CEILING FAN OUTLET
- CEILING LIGHT OUTLET
3500 mm
1800 mm
1800 mm
IN 15mmO C
2
20mm O TYPE "F" CONDULET
OVERHEAD SERVICE ENTRANCE
CONNECTED TO 220V AC, 1O,
2 WIRE, 60 Hz FITTED WITH
KWHR METER
BUILDING WALL
METERING CONDUIT
2-3.5mm THW
IN 20mmORSC
2
ELECTRICAL LAYOUT
GENERAL NOTES LEGEND
RISER DIAGRAM
CALCULATIONS 1
E-1
CLASSROOM
ELECTRICAL LAYOUTSCALE 1:100 M
2
F
GROUND FLOOR LINE
FIN. GRADE LINEA
REFER TO RISER DIAGRAM
OVERHEAD SERVICE ENTRANCE
M
a
Sf
Sabc
2
c
CEILING LINE
C
B
a
2
1
2
b
2
b
3
USE 20 A 2-WIRE CIRCUIT
2. CIRCUIT REQUIREMENT:
USE 2-3.5 mm THW COPPER WIRES
3. SERVICE ENTRANCE CONDUCTORS:
4. SERVICE EQUIPMENT:
USE 1-30 A, 2PST, 250V SAFETY SWITCH WITH 2-20 A, RENEWABLE FUSES
B. FAN OUTLET 1 x 100 W = 100 W
A. LIGHTING OUTLET 5 x 100 W = 500 W
C. CONVENIENCE OUTLET 2 x 180 W = 360 W
TOTAL LOAD = 960 W
I LOAD 960 / 230 = 4.17 A
CALCULATIONS
THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONS
1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH
AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY.
TYPE FOR THE PARTICULAR LOCATION AND PURPOSE.
7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND
5. ALL OUTLET BOXES SHALL BE GALVANIZED GAGE NO. 16 DEEP
2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE,
ALL ELECTRICAL WORKS SHALL BE UNDER THE IMMEDIATE SUPERVISION
THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY
OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).
6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED
POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODE REQUIREMENT.
- POLYVINYL CHLORIDE CONDUIT
- RIGID METALLIC CONDUIT
SIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE
"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM
4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE
3.5mm AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL
OF A DULY REGISTERED ELECTRICAL ENGINEER.
BRANCH CKT., & AUXILIARY
a. FEEDERS AND RISERS
230 V AC, 60 Hz.
BE 15mm TRADE/NOMINAL SIZE.
b. LIGHTING, POWER RECEPTACLE
TYPE WITH FACTORY KNOCKOUTS.
3. WIRING METHOD SHALL BE AS FOLLOWS :
2
OI
SCH. 40
GENERAL NOTES
2
1. TOTAL LOAD:
3.5 mm THW WIRE
3.5 mm THW COPPER WIRE
5. SCHEMATIC DIAGRAM OF SAFETY SWITCH:
2
2