TABLE OF CONTENTS

PERSPECTIVE
A-1 SITE DEVELOPMENT PLAN
LOCATION PLAN
GROUND FLOOR PLAN
A-2
SECOND FLOOR PLAN
FRONT ELEVATION
A-3
REAR ELEVATION
RIGHT SIDE ELEVATION
A-4
LEFT SIDE ELEVATION
A-5 ROOF PLAN
CROSS SECTION
A-6
LONGITUDINAL SECTION
A-7 SCHEDULE OF DOORS AND WINDOWS

A P E R S P E C T I V E
1 1 N O T D R A W N T O S C A L E

15.400
1.200 PROPERTY LINE 1.200

1.200
BRGY. HALL

CHURCH OLD PLAZA

14.400
SIHA ROAD

SITE

1.200
SIDEWALK

A SITE DEVELOPMENT PLAN A L O C A T I O N P L A N

2 1 N O T D R A W N T O S C A L E 3 1 N O T D R A W N T O S C A L E

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. A

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
1
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E

14.000

1.000 4.000 2.500 2.500 3.000 1.000

2.100

7.650

4.500

A R O O F P L A N
1 5 S C A L E: 1 : 1 0 0 M E T E R S

2
13.750

3.400

CONCRETE SLAB
3

3.000

4
0.750

4.050

6.050

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. A

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
5
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 ROOF APEX

1.850 1.850
0.150 0.150
TOP BEAM

SECOND FLOOR CEILING LINE

2.850 2.850

0.150 8.450 0.150

T&B 2 BEDROOM 3 TOP BEAM BEDROOM 2 T&B 2 BEDROOM 3

FIRST FLOOR CEILING LINE

STAIRS
3.050 3.050

T&B 1 DINING AREA CARPORT FINISHING FLOORING LINE BEDROOM 1 T&B 1 KITCHEN
0.400 0.400
NATURAL GRADE LINE

A C R O S S S E C T I O N A L O N G I T U D I N A L S E C T I O N
1 6 S C A L E: 1 : 1 0 0 M E T E R S 2 6 S C A L E: 1 : 1 0 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. A

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
6
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 2.000
0.900
STOP ROLLER JUMP BLOCK
HINGE
0.800 HINGE
0.800 HINGE
0.800 HINGE
0.800
TRACK
HANGER

LOCK LOCK LOCK LOCK LOCK

2.100 2.100 2.100 2.100 2.100

D D D D D
1 2 3 4 5

PANEL DOOR WITH

DESCRIPTION SLIDING DOOR PANEL DOOR PANEL DOOR PVC PLASTIC DOOR
DECORATIVE GLASS
MAIN ENTRANCE, DINING AREA/
LOCATION MASTER'S BEDROOM BEDROOMS 1, 2, 3 T&B 1, T&B 2
BALCONY SERVICE DOOR

QUANTITY 2 SETS 1 SET 3 SETS 2 SETS 1 SET

2.100 1.500 1.200 0.750

0.500 0.500

1.000

1.200 1.200 1.200 1.200 1.000 0.500

1.000 1.000
0.750
0.500 0.500

W W W W W W W W W
1 2 3 4 5 6 7 8 9

FIXED WINDOW
DESCRIPTION DOUBLE SLIDER WINDOW SLIDING WINDOW SLIDING WINDOW FIXED WINDOW FIXED WINDOW OVER AWNING SLIDING WINDOW SLIDING WINDOW AWNING WINDOW

HALLWAY, DINING AREA, LIVING AREA,

LOCATION LIVING AREA MASTER'S BEDROOM, BEDROOM 3 BEDROOM 3 LIVING AREA MASTER'S BEDROOM, STAIRS KITCHEN T&B 1, T&B 2
BEDROOMS 1 & 2 BEDROOMS 1 & 2

QUANTITY 2 SETS 9 SETS 2 SETS 1 SET 1 SET 4 SETS 1 SET 1 SET 2 SETS

A SCHEDULE OF DOORS AND WINDOWS

1 7 S C A L E: 1 : 5 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. A

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
7
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A A

A B C D E A B C D E

13.500 13.000

4.000 2.500 2.500 3.100 1.400 4.000 2.500 2.500 3.100 0.900

1.100 1.100

1 1

BEDROOM 1 BEDROOM 2
B T&B 1 KITCHEN B T&B 2

BEDROOM 3
4.500 DINING AREA 4.500 4.700

UP
DOWN

2 2
12.000 9.700 12.000

3.400 LIVING AREA 3.400

MASTER'S BEDROOM
CARPORT SLAB 5.000

3 3

3.000 3.000

PORCH 4.650 BALCONY 4.650

4 4
4.050 4.050

A G R O U N D F L O O R P L A N A S E C O N D F L O O R P L A N
1 2 S C A L E: 1: 10 0 M E T E RS 2 2 S C A L E: 1: 10 0 M E T E RS

PROJECT TITLE: SUBIMTTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. AR. AZEL OMAR OPERARIO A2

RESIDENTIAL BUILDING
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
A B C D E E D C B A

ROOF APEX

1.850 1.850
0.350 0.350
TOP BEAM

BOTTOM BEAM

2.650 2.650

0.350 8.450 0.350

TOP BEAM

BOTTOM BEAM

2.850 2.850

0.400
FINISHING FLOORING LINE
0.400
NATURAL GRADE LINE
4.100 2.500 2.500 4.500 1.400 3.100 2.500 2.450 4.050

13.600 13.500

A F R O N T E L E V A T I O N A R E A R E L E V A T I O N
1 3 S C A L E: 1: 1 0 0 ME T E RS 2 3 S C A L E: 1: 1 0 0 M ET E RS

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. A

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
3
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
4 3 2 1 1 2 3 4

ROOF APEX

1.850 1.850
0.350 0.350
TOP BEAM

BOTTOM BEAM

2.650 2.650

0.350 8.450 0.350

TOP BEAM

BOTTOM BEAM

2.850 2.850

0.400
FINISHING FLOORING LINE
0.400
NATURAL GRADE LINE
3.000 3.400 4.650 0.950 0.950 4.650 3.400 3.000

12.000 12.000

A RIGHT SIDE E LEVA TION A L E F T S I D E E L E V A T I O N

1 4 S C A L E: 1 : 1 00 M E T E R S 2 4 S C A L E: 1: 10 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. A

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
4
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 30MM STAINLESS
STEEL HANDRAIL 12MMØ VERTICAL BARS
@0.6M OC BOTHWAYS (TYPICAL)

12MMØ HORIZONTAL BARS 12MMØ HORIZONTAL BARS

@ EVERY 0.6M OC (TYPICAL) @ EVERY 0.6M OC (TYPICAL)
12MMØ TOP BARS
@0.15M OC BOTHWAYS

0.800 12MMØ VERTICAL BARS

@0.6M OC BOTHWAYS (TYPICAL)
LANDING 12MMØ TRAVERSE BARS
@0.3M OC BOTHWAYS
6" CONC. HOLLOW BLOCKS WALL (TYPICAL)

6" CHB WALL (TYPICAL)

0.200 12MMØ DISTRIBUTION BARS

5-12MMØ EQUALLY
SPACED BOTHWAYS 4-12MMØ BED BARS SPACED
EQUALLY BOTHWAYS

0.250

0.400 400MM × 400MM CERAMIC

FLOOR TILES
10MMØ BARS @0.50M OC
12MMØ BOTTOM BARS
10MMØ THREAD BARS PLAN OF CHB WALL FIN. FLOOR LINE FLOOR SLAB BOTHWAYS (TYPICAL)
@0.3M OC BOTHWAYS
@0.15M OC BOTHWAYS

10MMØ NOSING BARS 0.2M CONC. SLAB

12MMØ ANCHORAGE BARS 0.2M GRAVEL FILL

NAT. GRADE LINE

FIN. FLOOR LINE

0.200 EARTH FILL

0.600

0.200
NAT. GRADE LINE 0.200
0.150 1.000

12MMØ TRANSVERSE BARS 4-12MMØ BED BARS SPACED

0.200 0.400
@0.3M OC BOTHWAYS EQUALLY BOTHWAYS

0.050
SECTION OF CHB WALL

10MMØ BARS @0.3M OC 0.700 12MMØ BARS @0.6M OC

BOTHWAYS BOTHWAYS

S W A L L D E T A I L
S D E T A I L O F S T A I R
2 3 S C A L E: 1 : 2 0 M E T E R S
1 3 S C A L E: 1 : 2 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
3
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E A B C D E

13.000

4.000 2.500 2.500 3.100 0.900

3.950 2.500 2.500 2.950 B1

1.100 S-2
t = 6"
1
TB-1 B1 B1 B1 B1
F1-C1 F1-C1 F1-C1
F1-C1 LANDING
1
TB-1

B1

B1

B1

B1

B1
STAIR WELL
S-2 S-2 S-2
t = 6" t = 6" t = 6"
TB-1

5.600 4.500 4.700

TB-1
TB-1

TB-1
S-1
t = 6"

B1 B1 B1 B1
2
12.000
TB-1 TB-1
2 F1-C1

F1-C1 F1-C1 F1-C1

12.000 SHORT
COLUMNS
S-2
3.400

B1

B1
t = 6"
TB-1
TB-1

3.400 S-1
t = 6"
5.000
B1
3 SHORT
COLUMNS
TB-1
3 F1-C1 F1-C1
SHORT
COLUMNS
S-2
3.000 t = 6"
TB-1

B1

B1
TB-1

3.000 4.650
B1

4
TB-1
F1-C1 F1-C1
4.250
4

3.950

S T I E B E A M P L A N S SECOND FLOOR FRAMING PLAN

1 4 S C A L E: 1: 1 0 0 M ET E RS 2 4 S C A L E: 1: 10 0 M E T E RS

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
4
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 10MMØ STIRRUPS SPACED FROM
SUPPORTS @ 1-0.05M, 4-0.1M,
6-0.2M, REST @ 0.25M OC
3-16MMØ

L/4 2-16MMØ L/4

BEAM

2-16MMØ
L/2
3-16MMØ

LENGTH (L)

10MMØ STIRRUPS
COLUMN COLUMN
3-16MMØ 2-16MMØ

6" 6"

0.350 0.350

2-16MMØ 3-16MMØ
0.300 0.300

SECTION AT SUPPORTS SECTION AT MIDSPAN

TYPICAL BEAM

S B E A M D E T A I L S
1 5 S C A L E: 1 : 2 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
5
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 10MMØ DISTRIBUTION BARS ALONG L1 10MMØ DISTRIBUTION BARS ALONG
10MMØ DISTRIBUTION 10MMØ TOP BARS SPACED SPACED @0.2M OC BOTHWAYS L2 SPACED @0.2M OC BOTHWAYS
BARS SPACED @0.2M @0.2M OC BOTHWAYS
OC BOTHWAYS 10MMØ BEND BARS ALONG L1 10MMØ BEND BARS ALONG L2
10MMØ BEND BARS SPACED SPACED @0.2M OC BOTHWAYS SPACED @0.2M OC BOTHWAYS
@0.2M OC BOTHWAYS

BEAM
BEAM
10MMØ BOTTOM 10MMØ BOTTOM
10MMØ BOTTOM BARS 10MMØ DISTRIBUTION BARS ALONG L1 BARS ALONG L2
SPACED @0.2M OC BARS SPACED @0.2M SPACED @0.2M SPACED @0.2M COLUMN
COLUMN BOTHWAYS OC BOTHWAYS OC BOTHWAYS OC BOTHWAYS

LENGTH (L1)
BEAM
LENGTH (L)
L/4 L/2 L/4
L/4 L/2 L/4 COLUMN

COLUMN

BEAM

L/4

L/2 LENGTH (L2)

L/4

ONE-WAY SLAB (S-1) DETAILS TWO-WAY SLAB (S-2) DETAILS

S D E T A I L O F S L A B
1 6 S C A L E: 1 : 2 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
6
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 BE
DR
OO
M
2

BE
DR SS
OOM VS
2 TR

MA T&
ST B2 FD
ER DO
'S WN S
FD H
BE
DR WC
OO
M LA
V
MA
ST FD CW
ER DO T& R BA
'S WN B 2 F SH LC BE
BE D ON DR
DR WC Y OO
OO LA M
M V 3

BA
LC BE
ON DR
Y OO
M
3

SL
AB

SL
AB

ST

BE BE
DR DR
OO OO
M M
1 1

CO
SS
VS
TR
LIV UP
LIV UP
IN ING T&
G T& FD CW
B FD
AR R AR 1
EA B 1 F SH S
D EA FD H
WC WC
LA
V LA
TO V
KIT MA KIT
C HE IN
CH
KS SE
PO N WE EN KS
RC DI R PO DIN
NI LIN RC
H NG E ING
AR H
EA AR
E A

CA CA
RP RP
OR OR
T T

M C
M V
GV

TO
MA
IN
WA
TE
R
LIN
E

P ISOMETRIC WATER LINE LAYOUT P I S O M E T R I C S A N I T A R Y L A Y O U T

1 4 N O T D R A W N T O S C A L E 2 4 N O T D R A W N T O S C A L E

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. P

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
4
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E A B C D E

13.500 13.000

4.000 2.500 2.500 3.100 1.400 4.000 2.500 2.500 3.100 0.900

1.100 CB CB
1.100 DS DS

1 CB 1 DS
FD FD
KS
SH SH
BEDROOM 1 FD BEDROOM 2 FD
T&B 1 KITCHEN T&B 2

WC WC

LAV LAV
BEDROOM 3
4.500 DINING AREA 4.500 4.700
UP DOWN

2 2 DS

12.000 CB 9.700 12.000 DS

3.400 LIVING AREA 3.400

MASTER'S BEDROOM
CARPORT SLAB 5.000

3 CB CB 3 DS DS

3.000 3.000

PORCH 4.650 BALCONY 4.650

4 4
4.050 4.050
TO MAIN SEWER LINE TO MAIN SEWER LINE

P GROUND FLOOR STORM DRAINAGE LAYOUT P SECOND FLOOR STORM DRAINAGE LAYOUT
1 3 S C A L E: 1 : 1 0 0 M E T E R S 2 3 S C A L E: 1 : 1 0 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. P

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
3
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E A B C D E

13.500 13.000

4.000 2.500 2.500 3.100 1.400 4.000 2.500 2.500 3.100 0.900

1.100 1.100
CWR CWR

1 FD
1 FD
KS
SH SH
BEDROOM 1 FD BEDROOM 2 FD
T&B 1 KITCHEN T&B 2

WC WC

LAV LAV
BEDROOM 3
4.500 DINING AREA 4.500 4.700
UP DOWN

2 2
12.000 9.700 12.000

3.400 LIVING AREA 3.400

MASTER'S BEDROOM
CARPORT SLAB 5.000

3 3

CV
M M
3.000 GV
3.000

PORCH 4.650 BALCONY 4.650

4 4
4.050 TO MAIN WATER LINE 4.050

P GROUND FLOOR WATER LINE LAYOUT P SECOND FLOOR WATER LINE LAYOUT
1 1 S C A L E: 1 : 1 0 0 M E T E R S 2 1 S C A L E: 1 : 1 0 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. P

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
1
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E

13.500
4.000 2.500 2.500 3.100 1.400
ST
A B C D E

13.000

4.000 2.500 2.500 3.100 0.900

1.100 SS VSTR
1.100 SS VSTR
CO
1 FD
1 FD
KS
SH SH
BEDROOM 1 FD BEDROOM 2 FD
T&B 1 KITCHEN T&B 2

WC WC

BEDROOM 3
4.500 LAV DINING AREA 4.500 LAV 4.700
UP DOWN

2 2
12.000 9.700 12.000

3.400 LIVING AREA 3.400

MASTER'S BEDROOM
CARPORT SLAB 5.000

3 3

3.000 3.000

PORCH 4.650 BALCONY 4.650

4 4
4.050 4.050

TO MAIN SEWER LINE

P GROUND FLOOR SANITARY LAYOUT P SECOND FLOOR SANITARY LAYOUT

1 2 S C A L E: 1 : 1 0 0 M E T E R S 2 2 S C A L E: 1 : 1 0 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. P

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
2
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 DS

CONCRETE MANHOLE COVER

WITH 16MM LIFTING HANDLE

0.500

DS

INLET PIPE

OUTLET PIPE
BE
DR
OO
M
2

0.500
MA
ST FD
ER DO T&
'S WN B2 S
FD H
BE
DR
OO
M LA
V
WC
PLAN
DS
BA
LC BE
ON DS DR
Y OO
M
3

16MMØ x 450MM LG ANCHOR BOLT 2 EACH SIDE

12MMØ @ 330MM VERTICAL BARS

SL 12MMØ @ 330MM HORIZONTAL BARS

AB
2-16MMØ ADDITIONAL DIAGONAL BARS

CB

BE
DR
OO
M
1

CB
2-16MMØ ADDITIONAL HORIZONTAL BARS (TYPICAL)
CB LIV UP
IN
G FD 2-16MMØ ADDITIONAL VERTICAL BARS (TYPICAL)
AR T&
E B1 S
FD H
A 2-16MMØ @ 200MM BOTHWAYS
WC
LA
V
TO KIT
MA CH
IN CB KS
SE EN CB
WER PO DIN
RC CB
LIN
E H ING
AR
EA
SECTION

TO
MA
IN
SE
WE
RL
INE
CA
RP
OR
T
P D E T A I L O F C A T C H B A S I N
2 5 N O T D R A W N T O S C A L E

P ISOMETRIC STORM DRAINAGE LAYOUT

1 5 N O T D R A W N T O S C A L E

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. P

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
5
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 FOR TOP & BOTTOM SLAB USE 10mmØ REBARS
SPACED @ 200mm 0N CENTER BOTHWAYS

0.800 0.800 1.600

PLUMBING NOTES/SPECIFICATIONS PLUMBING SYMBOLS/LEGEND:
LAV LAVATORY
1. ALL PLUMBING WORKS TO BE DONE AND SIZES OF PIPES
0.150
TO BE USED SHALL BE IN ACCORDANCE WITH THE LATEST WC WATER CLOSET
EDITION OF THE NATIONAL PLUMBING CODE OF THE FD FLOOR DRAIN
500mm X 500mm X 500mm X
4" OUTLET 500mm 500mm 500mm 4" INLET PHILIPPINES AND LOCAL REGULATIONS AND ORDINANCES. SH SHOWER HEAD
1.500 1.200 PIPE MANHOLE MANHOLE MANHOLE PIPE
2. ALL PIPES SHALL BE INSTALLED AS INDICATED IN THE KS KITCHEN SINK
WORKING DRAWINGS. ANY RELOCATION REQUIRED FOR ST SEPTIC TANK
PROPER EXECUTION OF OTHER TRADES SHALL BE UPON
0.150 CB CATCH BASIN
THE APPROVAL OF THE SANITARY ENGINEER.
CWR COLD WATER RISER
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
0.150 0.150 0.150 0.150 SCALED DIMENSIONS. SS SOIL STACK
3.800 4. ALL PIPES SHALL BE PROVIDED WITH PROPER HANGER VSTR VENT STACK THROUGH ROOF

NOTE: PLAN AND SUPPORT. DS DOWNSPOUT

1. USE 6" CHB WALL 5. ALL FIXTURES SHALL BE VENTED INDIVIDUALLY AND CV CHECK VALVE
2. 10mmØ VERTICAL BARS
SPACED @ 400mm O.C. CHOKER 3/4" GRAVEL
WATERLINES SHALL BE VALVE BY GROUP. M M WATER METER
3. 10mmØ HORIZONTAL BARS
4" thick SLAB with 15mmØ 6. UNLESS OTHERWISE SPECIFIED, ALL PLUMBING FIXTURES GATE VALVE
4. INSIDE WALL 1/2" thick WEEP HOLES @ 32mm O.C. B.W. GC
PLASTER FINISH SHALL BE PROPERLY VENTED. MAXIMUM DISTANCE OF
MANHOLE MANHOLE MANHOLE CO CLEANOUT
C.O. C.O. C.O.
VENTILATION FROM FIXTURES SHALL BE 1.50M MEASURED
N.G.L. N.G.L.
ALONG THE LENGTH OF PIPE. COLD WATER LINE
300mm AIR 300mm AIR 300mm AIR SPACE
MESH COPPER SPACE SPACE
water level 7. ALL PLUMBING FITTINGS SHALL BE ACCESSIBLE FOR SANITARY LINE
SCREEN 4" INLET
4" OUTLET
PIPE
MAINTENANCE. PROVIDE MANHOLE IF SUCH STORM DRAIN PIPE
UPFLOW
INSTALLATIONS ARE INSIDE THE CEILING. VENT PIPE
FILTER 8. ALL CHANGES IN DIRECTIONS SHALL BE MADE BY THE
LEACHING DIGESTIVE
APPROPRIATE USE OF FORTY FIVE (45) WYE LONG SWEEP
CHAMBER CHAMBER QUARTER BEND. ONE EIGHT WHEN THE CHANGE OF FLOW
4" SANITARY TEE IS FROM HORIZONTAL TO VERTICAL. A SINGLE BEND
COMBINATION MAY BE USED ONLY ON VENT PIPE.
9. NO DOUBLE HUB OR DOUBLE TEE BRANCH SHALL BE USED
ON HORIZONTAL SOIL OR WASTE LINES.
2% SLOPE 2% SLOPE
10. PROVIDE PIPE SLEEVES AT WALL, COLUMNS OR SLAB TO
SECTION PROTECT FROM BREAKAGE.
11. ALL EXPOSED PIPINGS AND FITTINGS IN THE AREAS SHALL
BE CHROME PLATED.
12. THE BRAND AND OTHER DETAILED PLUMBING FIXTURES
P D E T A I L O F S E P T I C T A N K SHALL BE IN ACCORDANCE WITH THE SCHEDULE
FURNISHED BY THE ARCHITECT.
1 6 N O T D R A W N T O S C A L E
13. GATE VALVE SHALL BE BRONZE BODY, SOLID WEDGE
TYPE, SCREWED OR FLANGE END.
14. USE POLYPROPYLENE RANDOM, TYPE 3, PN20 FOR ALL
WATER PIPING SYSTEM.
15. USE uPVC SANITARY PIPING SYSTEM SERIES 1000 FOR
100Ø AND SMALLER AND GRAVITY SEWER MAIN uPVC
PIPING SYSTEM FOR 150Ø AND BIGGER.
16. ENGINEER-IN-CHARGE TO VERIFY ACTUAL LOCATION AND
ELEVATION OF STREET DRAINAGE, STREET SEWER AND
STREET WATER MAINS FOR CONNECTION BEFORE
CONSTRUCTION.

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. P

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
6
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E A B C D E

14.000 14.000

1.000 4.000 2.500 2.500 3.000 1.000 1.000 4.000 2.500 2.500 3.000 1.000

T-6

T-6
2.100 2.100

T-5 T-5
1 1

7.650 7.650

4.500 4.500

T-2

T-1

T-1
T-5

2 2

T-6
T-4
13.750 13.750

3.400 3.400

T-3

3 3

T-3
3.000 3.000

4 4
0.750 0.750

4.250 4.250

6.050 6.050

S R O O F F R A M I N G P L A N S D E T A I L O F R O O F B E A M
1 7 S C A L E: 1 : 1 00 M E T E R S 2 7 S C A L E: 1 : 10 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
7
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 10MMØ STIRRUPS SPACED FROM
SUPPORTS @ 1-0.05M, 4-0.1M,
6-0.2M, REST @ 0.25M OC 2"x4" GOOD LUMBER
3-16MMØ
KING POST
L/4 2-16MMØ L/4

2"x4" GOOD LUMBER

WEB MEMBER
2-16MMØ ROOF BEAM
L/2
3-16MMØ

LENGTH (L) 1
2" Ø MACHINE BOLT 2"x4" GOOD LUMBER
BOTTOM CHORD
10MMØ STIRRUPS
3-16MMØ 2-16MMØ

2"x4" GOOD LUMBER

6" 6"
COLUMN COLUMN TOP CHORD
S D E T A I L
0.350 0.350 1
2" Ø MACHINE BOLT
5 8 S C A L E: 1:20 METERS
0.5MM PPGI LONG
SPAN ROOFING
2-16MMØ 3-16MMØ
0.300 0.300
2"x3" GOOD
2"x4" GOOD LUMBER LUMBER PURLINS
SECTION AT SUPPORTS SECTION AT MIDSPAN WEB MEMBER

ROOF BEAM 2"x4" GOOD LUMBER

PRE-FABRICATED
BOTTOM CHORD
GUTTER
ROOF BEAM
S R O O F B E A M D E T A I L S
3"Ø PVC DOWNSPOUT
1 8 S C A L E: 1 : 2 0 M E T E R S
TYPICAL CHB WALL

S 2"x3" GOOD LUMBER

FASCIA BOARD
3 8
TYPICAL PLYWOOD
EXTERIOR AND
S INTERIOR CEILING ON
4 7 2"x2" WOODEN JOIST

S D E T A I L
6 8 S C A L E: 1:20 METERS
1.850 ROOF RIDGE
S
5 8
0.5MM PPGI LONG
SPAN ROOFING

2"x3" GOOD
LUMBER PURLINS
0.5MM PPGI LONG
SPAN ROOFING

S 2"x3" GOOD
LUMBER PURLINS
6 8 1
2"x4" GOOD LUMBER 2" Ø MACHINE BOLT
TOP CHORD
2"x4" GOOD LUMBER 2"x4" GOOD LUMBER
0.825 0.875 0.875 1.000 1.000 0.875 0.875 0.825 TOP CHORD COLLAR PLATE

2"x4" GOOD LUMBER

7.150 2"x4" GOOD LUMBER KING POST
WEB MEMBER

S TYPICAL TRUSS DIAGRAM

S D E T A I L S D E T A I L
2 8 S C A L E: 1 : 5 0 M E T E R S
4 8 S C A L E: 1:20 METERS 3 8 S C A L E: 1:20 METERS

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
8
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E

13.500

4.000 2.500 2.500 3.100 1.400

F1-C1 F1-C1 F1-C1

WF1
1.100
WF1 WF1 WF1
1 F1-C1 F1-C1

ELEV = 0.40M
4" CONCRETE
SLAB ON FILL ELEV = 0.40M

WF1

WF1

WF1

WF1
(TYPICAL) 4" CONCRETE
SLAB ON FILL ELEV = 0.40M SHORT
F2-C2
(TYPICAL) 4" CONCRETE COLUMNS

WF1
SLAB ON FILL
4.500 WF1 WF1 (TYPICAL)
UP

F1-C1 F1-C1 F1-C1 F1-C1 F1-C1

WF1 WF1 WF1 F2-C2

2
12.000 9.700

WF1

WF1
SHORT
COLUMNS

3.400 10MMØ BARS

@ 0.50M OC
BOTHWAYS
(TYPICAL)
4" CONCRETE
F1-C1 F1-C1
SLAB ON FILL
(TYPICAL)
ELEV = 0.40M
4" CONCRETE
3 SLAB ON FILL SHORT
COLUMNS
(TYPICAL)

SHORT
WF1 COLUMNS

3.000
F1-C1 F1-C1 F2-C2 F2-C2

4.650
4

4.250

S F O U N D A T I O N P L A N
1 1 S C A L E: 1: 1 0 0 ME T E RS

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
1
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 10MMØ LATERAL TIES 6-16MMØ VERTICAL BARS

6-16MMØ VERTICAL BARS

10MMØ LATERAL TIES

SPACED @ 3-0.05M, 3-0.1M,
3-0.15M, REST @0.2M

8-16MMØ BED BARS EQUALLY

SPACED BOTHWAYS

0.300 1.500

NAT. GRADE LINE

16MMØ BARS
A
10MMØ STIRRUPS SPACED @ 1-0.05M,
6-0.1M, 4-0.15M, REST @ 0.25M OC
0.500
10MMØ STIRRUPS
0.250

0.250 16MMØ BARS

FOOTING TIE BEAM

0.300 A'
0.250
1.400
1.500

PLAN OF F1-C1
SECTION OF FOOTING
TIE BEAM THRU A-A'

10MMØ LATERAL TIES 6-12MMØ VERTICAL BARS 0.400

6-12MMØ VERTICAL BARS

12-16MMØ BED BARS EQUALLY

0.350 8-16MMØ BED BARS EQUALLY
SPACED BOTHWAYS SPACED BOTHWAYS

1.500
0.200 10MMØ LATERAL TIES
5-16MMØ BED BARS EQUALLY
SPACED BOTHWAYS
SPACED @ 3-0.05M, 3-0.1M,
3-0.15M, REST @0.2M
SECTION OF F1-C1
0.250

0.200 1.800

0.250

12-16MMØ BED BARS EQUALLY

0.200 5-16MMØ BED BARS EQUALLY SPACED BOTHWAYS
SPACED BOTHWAYS

0.350 0.300

S COLUMN/FOOTING AND TIE BEAM DETAILS

0.200 0.900
1 2 S C A L E: 1 : 2 0 M E T E R S
0.900
SECTION OF F2-C2
PLAN OF F2-C2

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
2
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 10MMØ DISTRIBUTION BARS ALONG L1 10MMØ DISTRIBUTION BARS ALONG
10MMØ TOP BARS SPACED SPACED @0.2M OC BOTHWAYS L2 SPACED @0.2M OC BOTHWAYS
10MMØ DISTRIBUTION
BARS SPACED @0.2M @0.2M OC BOTHWAYS
10MMØ BEND BARS ALONG L1 10MMØ BEND BARS ALONG L2
OC BOTHWAYS
SPACED @0.2M OC BOTHWAYS SPACED @0.2M OC BOTHWAYS

BEAM
BEAM
10MMØ BOTTOM 10MMØ BOTTOM
10MMØ BOTTOM BARS 10MMØ DISTRIBUTION BARS ALONG L1 BARS ALONG L2
SPACED @0.2M OC BARS SPACED @0.2M SPACED @0.2M SPACED @0.2M COLUMN
BOTHWAYS OC BOTHWAYS OC BOTHWAYS OC BOTHWAYS
COLUMN

LENGTH (L1)
BEAM
LENGTH (L)
L/4 L/2 L/4
L/4 L/2 L/4 COLUMN

COLUMN

BEAM

L/4

L/2 LENGTH (L2)

L/4

ONE-WAY SLAB (S-1) DETAILS TWO-WAY SLAB (S-2) DETAILS

S D E T A I L O F S L A B
1 6 S C A L E: 1 : 2 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. S

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
6
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E

A B C D E
14.000

1.000 4.000 2.500 2.500 3.000 1.000

13.500 ROOF LINE

4.000 2.500 2.500 3.100 1.400 p p p p p

2.100
7
1.100

1 1
w w 5
3
2 h 4
f f v v 6
z
l
g x
o n 7.650

4.500
4.500 1 h
Sf Sg Sv Sx

S2wy
S2de UP DOWN
S3hkl S3nop Sz
z

d d e e k u y y y

2 2
S2ij S3rtu
12.000 c 9.700
13.750 o n n n

i i t t

3.400 3.400

s
c

m m
3 3
b b r r
j j

S3abc S2qs
3.000 3.000 Sm

a a q q
4.650
m m

4 4
0.750 m m
4.050

4.050

6.050

E GROUND FLOOR LIGHTING LINE LAYOUT E SECOND FLOOR LIGHTING LINE LAYOUT
1 1 S C A L E: 1 : 1 0 0 M E T E R S 2 1 S C A L E: 1 : 1 0 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. E

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
1
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 A B C D E A B C D E

13.500 13.000

4.000 2.500 2.500 3.100 1.400 4.000 2.500 2.500 3.100 0.900

1.100 1.100

1 1

10 12

Ref
9
11
8 13

4.500 4.500 4.700

GFI GFI
UP DOWN
ACU

2 WP
2
12.000 9.700 12.000

3.400 3.400

5.000

3 3

3.000 3.000

4.650 4.650

4 4
4.050 4.050

E GROUND FLOOR POWER LINE LAYOUT E SECOND FLOOR POWER LINE LAYOUT
1 2 S C A L E: 1 : 1 0 0 M E T E R S 2 2 S C A L E: 1 : 1 0 0 M E T E R S

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. E

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
2
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A
 2 - 38MM2 AND 1 - 22MM2 TW COPPER
WIRE ON 20MM Ø CONDUIT PIPE

ESAMELCO M
SCHEDULE OF LOADS ELECTRICAL SYMBOLS/LEGEND:
KILOWATT-HOUR
METER LIGHTING AND POWER NO. OF
LOAD DESCRIPTION LTS CO
OTHER
VOLTS
VA PER AMPERE LOAD PROTECTION SIZE OF SIZE OF COMPACT FLUORESCENT LAMP
CIRCUIT LOADS CIRCUIT PER CIRCUIT PER CIRCUIT COPPER WIRES CONDUIT
PANEL BOARD
1 LIGHT LOAD 10 230V 1000VA 4.35A 15AT 2 - 2.0mm2 PINLIGHT WITH COMPACT FLUORESCENT LAMP
13mm Ø PVC
or No. 14TW
60AT
2 LIGHT LOAD 3 230V 300VA 1.30A 15AT 2 - 2.0mm2 S SINGLE-POLE SWITCH
13mm Ø PVC
230V or No. 14TW
MAIN CB 2 - 2.0mm2 S2 DOUBLE-POLE SWITCH
3 LIGHT LOAD 8 230V 800VA 3.48A 15AT 13mm Ø PVC
or No. 14TW S3 TRIPLE-POLE SWITCH
4 LIGHT LOAD 13 230V 1300VA 5.65A 15AT 2 - 2.0mm2
13mm Ø PVC
or No. 14TW CIRCUIT HOMERUN
1 15AT 15AT 2 5 LIGHT LOAD 5 230V 500VA 2.17A 15AT 2 - 2.0mm2 (NUMBER INSIDE CIRCLES IDENTIFY THE CIRCUITS)
13mm Ø PVC
or No. 14TW DUPLEX CONVENIENCE OUTLET
DESIGN ANALYSIS 6 LIGHT LOAD 10 230V 1000VA 4.35A 15AT 2 - 2.0mm2
13mm Ø PVC
1. TOTAL LOAD CURRENT IN THE BUILDING: or No. 14TW TRIPLEX CONVENIENCE OUTLET
3 15AT 15AT 4
IT = 68.59A 7 LIGHT LOAD 7 230V 700VA 3.04A 15AT 2 - 2.0mm2
13mm Ø PVC Ref REFRIGERATOR DUPLEX OUTLET
or No. 14TW
2. APPLY 80% DEMAND FACTOR (DF): CONVENIENCE 2 - 3.5mm2 WP WEATHER PROOF DUPLEX CONVENIENCE OUTLET
IT = (68.59A)(80%) = 54.872A 8 14 230V 2520VA 10.96A 20AT 13mm Ø PVC
5 15AT 15AT 6 OUTLET or No. 12TW
GFI GROUND FAULT INTERRUPTER SPECIAL OUTLET
3. SIZE OF CONDUCTOR: 9
CONVENIENCE
9 230V 1620VA 7.04A 20AT 2 - 3.5mm2
13mm Ø PVC
8.0mm2 OUTLET or No. 12TW ACU AIR CONDITIONING OUTLET
10
REFRIGERATOR
2 230V 500VA 2.17A 20AT 2 - 3.5mm2
4. SIZE OF CONDUIT: 7 15AT 20AT 8 13mm Ø PVC LIGHTING AND POWER PANEL BOARD
OUTLET or No. 12TW
20mm Ø
5. SIZE OF CIRCUIT BREAKER: 12
AIR CONDITIONING
1 230V 1760VA 7.65A 30AT 2 - 5.5mm2 3-WIRE ENTRANCE SERVICE
20mm Ø PVC
60A OUTLET or No. 10TW
9 20AT 20AT 10 M KILOWATT-HOUR METER
13 SPARE - - - - - - -

11 30AT 12

ELECTRICAL NOTES/SPECIFICATIONS
1. ALL ELECTRICAL WORKS OR INSTALLATION FOR THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS AND
UNDER THE SUPERVISION AND CONTROL OF A LICENSED ELECTRICAL ENGINEER OR MASTER ELECTRICIAN.
2. THE ELECTRICAL INSTALLATION SHOWN ON THE PLANS SHALL CONFORM WITH THE LATEST EDITION OF THE PHILIPPINE ELECTRIC CODE,
GROUNDING WIRE CONNECTED RULES AND REGULATIONS OF THE LOCAL ELECTRIC COMPANY AND THE LOCAL GOVERNMENT WHERE THE PROJECT WILL BE
TO GI WATER PIPE CONSTRUCTED.
3. ALL ELECTRICAL MATERIALS AND EQUIPMENT TO BE USED IN THIS PROJECT SHALL BE BRAND-NEW AND OF APPROVED QUALITY AND
BRAND.
4. ALL WIRING SHALL BE INSTALLED THRU STANDARD ELECTRICAL PVC CONDUIT, FITTINGS AND APPURTENANCES THAT CONFORM WITH
E S I N G L E L I N E D I A G R A M ISO DIMENSIONS.
1 3 N O T D R A W N T O S C A L E 5. THERE SHALL BE ONLY ONE SERVICE DROP FROM THE NEAREST ESAMELCO POLE TO THE PROPOSED BUILDING.
6. WIRES TO BE USED INSIDE THE BUILDING SHALL NOT BE SMALLER THAN 2.0MM2 WITH 600V INSULATION.
7. THE TYPE OF POWER SERVICE TO BE SUPPLIED SHALL BE SINGLE PHASE, 230V, A.C.
8. THE SPARE CIRCUIT SHALL BE PROVIDED WITH AN EMPTY PVC PIPE, SIZE 19MM Ø WHICH SHOULD EXTEND 300MM ABOVE CEILING LINE.
9. THE GROUNDING WIRES SHALL BE IDENTIFIED AND ALL WIRES SHALL BE COLOR CODED FOR EASY IDENTIFICATION.
10. THE PANEL BOARD SHALL BE PROVIDED WITH A CIRCUIT DIRECTORY.
11. MOUNTING HEIGHT OF ELECTRICAL DEVICES SHALL BE AS FOLLOWS:
a. WALL SWITCHES 1.37M ABOVE FLOOR LINE
b. CONVENIENCE OUTLETS 0.30M ABOVE FLOOR LINE
c. SPECIAL OUTLETS 1.80M ABOVE FLOOR LINE
d. AIR CONDITIONING OUTLET 2.00M ABOVE FLOOR LINE
e. PANEL BOARD 1.37M ABOVE FLOOR LINE
f. KILOWATT-HOUR METER 1.85M FROM GROUND TO CENTER OF METER

PROJECT TITLE: SUBMITTED BY: SUBMITTED TO : SHEET NO: RATING:

PROPOSED TWO-STOREY PANILLOS, RAQUEL A. E

RESIDENTIAL BUILDING AR. AZEL OMAR OPERARIO
3
SCALE: 1:100 METERS COURSE/YEAR & SECTION : BSCE-3A