1.50 7.90 1.20 1.

72

3.20 4.70 PRE-PAINTED BROWN

TILESPAN ROOFING
PRE PAINTED BROWN
PROPERTY LINE
BOX TYPE GUTTER
APEX OF ROOF

LAW N

2.33

2.55

2.00
4.82
A
A
LAW N
7.90 TOP OF ROOF BEAM

3.20 1.50 3.20 GROOVE @ 21 INCH

CANOPY @

2.00
PATIO/ ROUGH CEMENT

3.00
1.70 1.50 0.10 X 0.30mts
VERANDA SAND BLAST

3.00
PLAIN CEMENT PLASTER PAINTED FINISHED

8.95
1.08

W W W W PAINTED FINISHED
8 7 5 7

1.00
SERVICE PNTRY SECOND FLR. FIN. FLR. LINE
AREA CAB. W W
6 TOILET 6
2.00

2.30
AND BATH
GLASS BLOCKS
D MAIN D

3.20
K
W 3 BEDROOM 5 BEDROOM

3.70

3.70
7 KITCHEN

3.00

3.00
L
1 2

A
W W NATURAL STONE
PROPERTY LINE

REF
B.FAST NOOK 6 6

W
D D
4 4 GROUND FLR. FIN. FLR. LINE
GUEST

0.40

0.40
3.20

H
ROOM FIN. GRADE LINE

LINE
W
6 W

T
D 6 MASTER'S

HALL W AY @ 1.25 m
4

PROPERTY
B A T H

2.50
3.50
A
D DINING D WALK IN
W
FAMILY LEFT SIDE ELEVATION

3.00
5 2 C L O S E T
D

10.70

10.70
11 5
AREA

P
5
HALL
CAB./STO.

TOILET
W A 2 SCALE : 1:100 MTS
1.50

AND BATH

5 W D
6 4
WOOD PARTITION

WOOD PARTITION
ENTERTAINMENT
D W W PRE-PAINTED BROWN
5 dn 4
dn 4
TILESPAN ROOFING
2.20

2.20
W
B PWDR.
R O O M B 10 PRE PAINTED BROWN
up

4.50
MASTER'S BOX TYPE GUTTER
LIVING

4.00
AREA BEDROOM APEX OF ROOF
W W
1 9
D

1.80

2.55
D 3

2.00
PORCH 1 D
3
W W COMMON W TOP OF ROOF BEAM
4.50

4.50

1.00
2 3 BALCONY 3
CARPORT BALCONY
BEAM OVERHANG
up CANOPY @
BALCONY RAILINGS 0.10 X 0.30mts

3.00
(GLASS & STEEL BARS)
P AT H W ALK

8.40
LAW N
5.53

SECOND FLR. FIN. FLR. LINE

6.40
2.50

3.67 1.80 3.80 0.50

DRIVEWAY
HARDIE PLANKS OR

3.00
WOOD TILES PLAIN CEMENT PLASTER
PAINTED FINISHED
ramp-up
PROPERTY LINE 4 SECOND FLOOR PLAN NATURAL STONE
A 2 SCALE : 1:100 MTS GROUND FLR. FIN. FLR. LINE

0.40
3.80 1.80 3.80 1.50
FIN. GRADE LINE

3 SITE DEV'T. FLOOR PLAN 6 RIGHT SIDE ELEVATION

A 2 SCALE : 1:100 MTS A 2 SCALE : 1:100 MTS

PRE-PAINTED BROWN
TILESPAN ROOFING PRE-PAINTED BROWN
TILESPAN ROOFING
PRE PAINTED BROWN
BOX TYPE GUTTER PRE PAINTED BROWN
APEX OF ROOF PLAIN CEMENT PLASTER APEX OF ROOF BOX TYPE GUTTER
PAINTED FINISHED
BUILDING TYPE: TWO STOREY RESIDENTIAL

GROUP A: RESIDENTIAL
2.55

2.55

2.55
2.00
PD 1096/ RA 6541 NATIONAL BUILDING CODE OF THE PHILIPPINES

TOP OF ROOF BEAM TOP OF ROOF BEAM

FLOOR AREAS:

0.40
GROOVE @ 21 INCH BEAM OVERHANG
CANOPY @

2.05
BUILDING FOOTPRINT: 135.55 SQUARE METERS 0.10 X 0.30mts
ROUGH CEMENT
3.00

3.00
HARDIE PLANKS OR

2.60
SAND BLAST
GROUND FLOOR: 98.50 SQUARE METERS
8.95

8.95
WOOD TILES
PAINTED FINISHED
SECOND FLOOR: 102.50 SQUARE METERS

0.95
BALCONY RAILINGS
SECOND FLR. FIN. FLR. LINE (GLASS & STEEL BARS) SECOND FLR. FIN. FLR. LINE

0.30
PATIO/VERANDA: 18.00 SQUARE METERS PLAIN CEMENT PLASTER
NATURAL STONE PAINTED FINISHED
3.00

3.00

3.00
PLAIN CEMENT WALL LAMP

3.10
TOTAL FLOOR AREA: 201.00 SQUARE METERS PLASTER PAINTED ROUGH CEMENT
TOTAL GROSS FINISHED SAND BLAST
GROUND FLR. FIN. FLR. LINE PAINTED FINISHED GROUND FLR. FIN. FLR. LINE
FLOOR AREA: 219.00 SQUARE METERS
0.40

0.40

0.40
NATURAL STONE
FIN. GRADE LINE FIN. GRADE LINE

7 FRONT ELEVATION 8 REAR ELEVATION

A 2 SCALE : 1:100 MTS A 2 SCALE : 1:100 MTS

DESIGNED BY
ARCHITECT Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment DRAWN BY REV. NO. DATE CHECKED BY REMARKS
JOEY O. NISAY,UAP o er e are t e nte e t a propert o t e r tten men on on t e e ra n a a e GROUND FLOOR PLAN
ARCHITECT ar te t et er t e o e t or t e are ma e pre e en e o er
er an
a e
e re pon
men on
e or a
ontra tor
men on an
a
CHECKED BY
Mr. & Mrs. JO MERLO & CHRISTEENE SECOND FLOOR PLAN
e e te or not It a e n a or an
on t on on t e o e e ner m t e not e PROPOSED TWO (2) STOREY MAGBOJOS
REG. NO.: 0034162
per on to
o ment
pro e t or
or
p ate or to ma e op e o
e n t e repet t on o an
n et er e e te part
a
or ot er
or n
mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING
FRONT, RIGHT, LEFT & REAR A-2
3066937 TIN NO.: 456-926-708-000 o e t o t t e r tten on ent o t e ar te t or PROJECT LOCATION ELEVATIONS
PTR NO.:
a t or o a o ment [ rt e I e CONTACT NO.
DATE ISSUED: JAN. 04, 2021 PLACED ISSUED: BALANGA CITY, BATAAN
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY
 D
D 2 D D D
1 2.30
3 4 5
1.30 0.40 0.75 0.75 0.40
0.80 0.80 0.60
0.40 0.90

0.30
F F
APEX OF ROOF
F

2.55
2.00

S E E T R U S S D E T A I L

2.10

2.10

2.10

2.10

2.10
F F F
TOP OF ROOF BEAM
3.00

WALK-IN BEDROOM 2 F
MASTER'S
BEDROOM CLOSET
8.40

SECOND FLR. FIN. FLR. LINE TYPE: PANEL DOOR w/ FIXED GLASS TYPE: SLIDING DOOR w/ FIXED WINDOW TYPE: PANEL DOOR TYPE: PANEL DOOR FLUSH DOOR
TYPE:

6.40
LOCATION: MAIN ENTRANCE LOCATION: DINING AREA LOCATION: SERVICE AREA, BALCONY LOCATION: GUEST ROOM, BEDROOM 1&2, LOCATION: POWDER ROOM, TOILET
MASTER'S BEDROOM & BATH, MASTER'S BATH
QUANTITY: ONE (1) SET QUANTITY: ONE (1) SET QUANTITY: THREE (3) SETS
REMARKS : AS PER MANUFACTURERS QUANTITY: FOUR (4) SETS QUANTITY: FOUR (4) SETS
REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS
DINING REMARKS : AS PER MANUFACTURERS
LIVING MAIN REMARKS : AS PER MANUFACTURERS
3.00

CARPORT AREA AREA KITCHEN

GROUND FLR. FIN. FLR. LINE

0.40

FIN. GRADE LINE E A R T H O N F I L L

W W W W
W 2 3 4 5
1 1.50 1.15 1.15

1.00 0.575 0.575 1.00

0.75 0.75 0.575 0.575
0.60
9 SECTION THRU A-A 0.50 0.50 0.50 0.50

0.40

0.40
A 3 SCALE : 1:100 MTS F F F

0.30

0.40
F

0.50
F

1.80

1.80
1.50

1.40

1.40
F F

1.20

1.80
1.40

1.60
0.60

0.60

0.60

0.30
SLIDING/FIXED WINDOW
TYPE: SLIDING/FIXED WINDOW
TYPE: CORNER SLIDING/FIXED WINDOW
TYPE: SLIDING/FIXED WINDOW
TYPE: TYPE: SLIDING WINDOW
LOCATION: STAIRS LOCATION: LIVING AREA LOCATION: LIVING AREA, MASTER'S BEDROOM LOCATION: LIVING AREA, MASTER'S BEDROOM LOCATION: TOILETAND BATH
QUANTITY: ONE (1) SET QUANTITY: ONE (1) SET QUANTITY: TWO (2) SETS QUANTITY: TWO (2) SETS
QUANTITY: TWO (2) SETS
REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS
REMARKS : AS PER MANUFACTURERS
APEX OF ROOF
2.00

S E E T R U S S D E T A I L

TOP OF ROOF BEAM

W W
W W W 10 W
6 7 8 9 1.20 11
1.20
0.80 0.60 0.60 0.60 0.80
3.00

0.60 0.60 2.40

MASTER'S HALLWAY
BEDROOM 0.60 0.60 0.60 0.60
8.40

8.40

0.30

0.30
0.40

0.40
F F

0.50
F F
SECOND FLR. FIN. FLR. LINE

0.60
1.50

1.50

1.50
0.70

0.70
1.20

1.80
1.50
3.00

LIVING
0.40

0.40

1.60
AREA F F

1.20
PWDR.
ROOM
0.60

0.60

0.60
GROUND FLR. FIN. FLR. LINE

0.30
0.40

FIN. GRADE LINE E A R T H O N F I L L

TYPE: AWNING/ FIXED WINDOW SLIDING/FIXED WINDOW

TYPE: SLIDING WINDOW
TYPE: TYPE: AWNING/
FIXED WINDOW SLIDING/FIXED WINDOW
TYPE: TYPE: SLIDING WINDOW
LOCATION: GUEST ROOM, BEDROOM 1&2, LOCATION: GUEST ROOM, BEDROOM 1&2 LOCATION: MAIN KITCHEN LOCATION: STAIRS LANDING LOCATION: STAIRS LANDING LOCATION: MASTER'S BATH
FAMILY HALL QUANTITY: THREE (3) SETS QUANTITY: ONE (1) SET QUANTITY: ONE (1) SET QUANTITY: ONE (1) SET
QUANTITY: SEVEN (7) SETS QUANTITY: ONE (1) SET
REMARKS : AS PER MANUFACTURERS
10 SECTION THRU B-B REMARKS : AS PER MANUFACTURERS
REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS REMARKS : AS PER MANUFACTURERS

A 3 SCALE : 1:100 MTS

11 SCHEDULE OF DOORS & WINDOWS

A 3 SCALE : 1:50 MTS

DESIGNED BY
ARCHITECT Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment DRAWN BY REV. NO. DATE CHECKED BY REMARKS
JOEY O. NISAY,UAP o er e are t e nte e t a propert o t e r tten men on on t e e ra n a a e SECTION THRU A & B
ARCHITECT ar te t et er t e o e t or t e are ma e pre e en e o er
er an
a e
e re pon
men on
e or a
ontra tor
men on an
a
CHECKED BY
Mr. & Mrs. JO MERLO & CHRISTEENE SHED. OF DOORS & WINDOWS
e e te or not It a e n a or an
on t on on t e o e e ner m t e not e PROPOSED TWO (2) STOREY MAGBOJOS
REG. NO.: 0034162
per on to
o ment
pro e t or
or
p ate or to ma e op e o
e n t e repet t on o an
n et er e e te part
a
or ot er
or n
mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING A-3
PTR NO.: 3066937 TIN NO.: 456-926-708-000 o e t o t t e r tten on ent o t e ar te t or PROJECT LOCATION
a t or o a o ment [ rt e I e CONTACT NO.
DATE ISSUED: JAN. 04, 2021 PLACED ISSUED: BALANGA CITY, BATAAN
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY
 A B C D E F G H
1.20 1.20
1.50 7.90 1.20 1.72
0.52 0.15 0.53 0.50 0.20 0.50

3.20 4.70

9-16MMØ BOTTOM 9-16MMØ BOTTOM

0.42

0.42
BARS BOTHWAYS BARS BOTHWAYS
A B C E F G H

0.35

0.35
1.20

1.20
2.33
100mm THICKREINFORCED
CONCRETE SLAB WITH10mmØ USE 100MM THK. WITH 10MMØ
REBARS SPACED @ 0.20 M.O.C BW.
REBARS @ 400mm O.C. B.W.
6-16mmØ COLUMN BARS 4-16mmØ CORNER BARS
4.82

@ SUPPORTS & 10MMØ REBARS

@0.20M.O.C BW. @ MIDSPAN FOR
ALLTWO WAY SLABS
WITH 10mmØ TIES 5 & 2-12mmØ MID. BARS
@ 0.05 M; 5 @ 0.10 M; WITH 10mmØ TIES 5

0.43

0.43
7.90
THE REST @ 0.15M. O.C. @ 0.05 M; 5 @ 0.10 M;
3.20 1.50 3.20 THE REST @ 0.15M. O.C.

3.00
1.70 1.50
PLAN PLAN
C1F1 C1F1 C1F1
1.08

FTB FTB B1 B1 B1 0.15 0.15

1 1
NGL. NGL.
2.00

elev. on fill

2.30
+0.30 mts.
S1

3.20
elev. on fill
FTB

FTB
WF
WF +0.40 mts.

3.70

3.70
B1

B1

B1

B1
S1 S1
B2
6-16mmØ CORNER BARS 4-16mmØ CORNER BARS
C1F1 C1F1 C1F1 WITH 10mmØ TIES 5 & 2-12mmØ MID. BARS
S1
PC
@ 0.05 M; 5 @ 0.10 M; WITH 10mmØ TIES 5

1.25

1.25
3.20

2 2
elev. on fill
+0.40 mts. THE REST @ 0.15M. O.C. @ 0.05 M; 5 @ 0.10 M;
B1 B1 B1
THE REST @ 0.15M. O.C.
WF

FTB

2.70

2.50
3.50

B1
B2
WF elev. on fill
S1 S1
FTB

3.00

B1

B1
+0.40 mts.

10.70

10.70
S1
C1F1 9-16MMØ BOTTOM 9-16MMØ BOTTOM
1.50

C1F1 elev. on fill

C1F1
WF

+0.35 mts.
BARS BOTHWAYS BARS BOTHWAYS
3 WF 3 CB

0.25

0.25
B1 B1
PC
4 4
WF

elev. on fill
+0.05 mts.
dn dn GRAVEL BED GRAVEL BED
2.20

2.20
3.10
elev. on fill
FTB

B1

B1
B2
SECTION SECTION

B1
S1

B2
+0.00 mts.
S1
FTB

C2F1 C1F1
WF

up C3F2

4.50
S1

4.00
C1F1
elev. on fill
+0.40 mts. 1.20 1.20
5 5
C1-F1 C2-F1
FTB FTB B1 B1
CB
FTB

6 6

B1
B1
C1F1 C1F1 S1
1.30

B1
elev. on fill
FTB

+0.35 mts.

B1 B1
7 7

B2
PC
FTB FTB B1
4.50

4.50
FTB

FTB

B1
elev. on fill

1.00
S1 S1

CB

CB
+0.20 mts.
S1

B1
1.00
up B2 B2
C2F1 C2F1 B2 0.42 0.15 0.43

B1 0.30 0.30 0.40M X 0.20M THK WALL FOOTING

8 8
5.53

0.50

CB

CB
FTB S1 STIRRUPS WITH 3-10MMØ MAIN BARS WITH
1.70 SPACING
WITH 10MMØ SPACED @ 0.30M.O.C.
B2
C1F1

0.35
7-16MMØ BOTTOM
2.50

3.67 1.80 3.80 0.50

0.15
BARS BOTHWAYS
1.30

0.20

0.30
1.00
0.40
ramp-up 4-16mmØ CORNER BARS
2 SECOND FLOOR FRAMING PLAN & 2-12mmØ MID. BARS

0.35
S 1 SCALE : 1:100 MTS WITH 10mmØ TIES 5
3.80 1.80 3.80 1.50 5" THK CONCRETE HOLLOW BLOCKS
@ 0.05 M; 5 @ 0.10 M;
PLAN THE REST @ 0.15M. O.C.

1 FOUNDTION PLAN 0.40M X 0.20M THK WALL FOOTING PLAN

WITH 3-10MMØ MAIN BARS WITH

0.25 13
S 1 SCALE : 1:100 MTS WITH 10MMØ SPACED @ 0.30M.O.C.
0.15
C1F1 5" THK CONCRETE HOLLOW BLOCKS

WINDOW ( SEE SCHEDULE

3-12 mmØ DOWELS

CONCRETE POURING
RUN NGL.
OF WINDOW )

12
0.40 DRIPMOLD

4" THK. LOAD 4-16mmØ CORNER BARS

& 2-12mmØ MID. BARS
BEARING CHB 2"

PLAN
FGL WITH 10mmØ TIES 5
0.10

1.00
WINDOW JAMB (PRECAST)
@ 0.05 M; 5 @ 0.10 M;
0.20
2"

2"

RISE

11
1

THE REST @ 0.15M. O.C.

0.10

WINDOW HEADER 3"

PRECAST WINDOW JAMB 1

2"

WINDOW ( SEE SCHEDULE OF WINDOW ) PRECAST CANOPY

0.60
7-16MMØ BOTTOM
3-1/2"
BARS BOTHWAYS
10

0.20
VARIES

0.25
2-4mmØ ROUND BAR WINDOW JAMB (PRECAST)
1-1/2"
AWNING/SLIDING WINDOW
( see schedule of windows ) GRAVEL BED
GRAVEL BED
4"
1

12mm Ø BARS SPACED AT

0.90
2"

SECTION
0.85

PRECAST WINDOW JAMB

4" THK. CHB WALL

300 mm O.C BOTHWAYS
6 10MMØ HORIZONTAL AND VERTICAL 1.00
4mmØ ROUND BAR 12mm Ø BARS SPACED AT GRAVEL BED BARS @ EVERY THRID (3RD) LAYER
0.

C3-F2
@ 0.30 M.O.C
150 mm O.C BOTHWAYS OF CONCRETE HOLLOW BLOCKS
12

FIN. FLOOR LINE

SECTION SECTION C1F1 (SEE DETAIL)

50

SECTION X

3 COLUMN FOOTING DETAIL

6 CANOPY CONNECTION 4 WALL FOOTING DETAIL S 1 SCALE : 1:25 MTS
5 STAIR DETAIL S 1 SCALE : 1:25 MTS
7 WINDOW JAMB DETAIL S 1 SCALE : 1:25 MTS
S 1 SCALE : NTS
S 1 SCALE : 1:25 MTS

DESIGNED BY
ARCHITECT/ENGINEER Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment
r tten men on on t e e ra n a a e
DRAWN BY REV. NO. DATE CHECKED BY REMARKS FOUNDATION PLAN
o er e are t e nte e t a propert o t e
ARCHITECT/CIVIL ENGINEER ar te t et er t e o e t or t e are ma e pre e en e o er a e men on ontra tor a
Mr. & Mrs. JO MERLO & CHRISTEENE SECOND FLOOR FRAMING PLAN
er an e re pon e or a men on an CHECKED BY
e e te or not It a e n a or an
on t on on t e o e e ner m t e not e PROPOSED TWO (2) STOREY MAGBOJOS COLUMN FOOTING DETAIL
REG. NO.:
per on to
o ment
pro e t or
or
p ate or to ma e op e o
e n t e repet t on o an
n et er e e te part
a
or ot er
or n
mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING WALL FOOTING DETAIL S-1
PTR NO.: TIN NO.: o e t o t t e r tten on ent o t e ar te t or PROJECT LOCATION CANOPY CONNECTION, STAIR DETAIL
a t or o a o ment [ rt e I e CONTACT NO.
DATE ISSUED: PLACED ISSUED:
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY WINDOW JAMB DETAIL
 TOP & BOTTOM
B C E F G H
BARS :
7.90 2 - 1 12 x 1 12 x 14
7.90 5.3 7.18
2
0.80 3.20 1.50 3.20 5.3 2
WEB MEMBERS :
3.20 1.50 3.20 1.70 1.50 0.80
1 - 1 12 x 1 12 x 14
1.70 1.50 2"x6" C-PURLINS w/ GA. 26

2.45

2.45
PRE-PAINTED BOX TYPE FLASHING

0.80

0.80
C-PURLINS

C-PURLINS
RB1 RB1
1

2-2X4"

2-2X4"

0.20

0.20
STRUT-1
2.30

2.30
0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 0.82

RB1

RB1

RB1
3.70

3.70

3.70

3.70
2-2X4" 2-2X4" 6.82
C-PURLINS C-PURLINS 9.65

1
HT

-
HT
-
HARDI-SENEPA on 2"x6" C-PURLINS w/ GA. 26
HALF TRUSS-1

1
FULL TRUSS-1

PRE-PAINTED BOX TYPE GUTTER

FT-1 HT-1

HARDI-SENEPA on 2"x6" C-PURLINS w/ GA. 26

RB1 RB1
2 (4-SETS)
(2-SETS)

PRE-PAINTED BOX TYPE GUTTER

FT-1
2" X 3" C-PURLINS
SPACED @ 0.60 M.O.C

2.50

2.50
RB1

5
0.8
RB1

RB1
3.00

0.3
3.00
10.70
FT-1 9 5.3

10.70
2
0.8
9

C-PURLINS

0.3
5
5.47 4.0 0.7
9

2-2X4"

5
3 RB1 RB1
RB1
0 .79

2.45
2-2X4" 2-2X4"
4

1.90

1.90
-1

HT
C-PURLINS C-PURLINS

HT

-1
RB1

RB1
2.20

2.20
RB1

RB1

-2

0.20

0.20
4.50

4.50
HT
5 0.81 0.81 0.81 0.81 0.81 0.80

STRUT-2
RB1 RB1 RB1 0.80 0.72 0.72 0.72 0.72

0.80
1.00 1.00 1.00 1.00 1.20

HT
-2
4.83
RB1

RB1

6 3.68

-2
HT
5.20
2"x6" C-PURLINS
w/ GA. 26 PRE-PAINTED

RB1
RB1 RB1 RB1
7 BOX TYPE FLASHING 2-2X4" C-PURLINS
HALF TRUSS-2 STRUT-1 STRUT-2
4.50

1.00

4.50
RB1

RB1

0.80

1.00
HT-2 HT-2 HT-2
RB1 RB1 2"x6" C-PURLINS w/ GA. 26
PRE-PAINTED BOX TYPE FLASHING
(3-SETS) (1-SET) (1-SET)

USE 100MM THK. WITH 10MMØ

REBARS SPACED @ 0.20 M.O.C
BW. @ SUPPORTS & MIDSPAN
10 TRUSS DIAGRAM
S 2 SCALE : 1:75 MTS
0.15
0.80 0.80
3.67 1.80 3.80 0.50 EXTRA TOP BAR
L
3.67 1.80 3.80 0.50
L/4 TOP BARS L/4 4-12mmØ COLUMN BARS
WITH 10mmØ TIES
5 @ 0.05 M; 5 @ 0.10 M;

0.25
8 ROOF BEAM FRAMING PLAN 9 ROOF FRAMING PLAN THE REST @ 0.15M. O.C.
S 2 SCALE : 1:100 MTS
S 2 SCALE : 1:100 MTS
STIRRUPS
L/5 BOTTOM BARS L/5
0.15
0.15
4" PLANTED COLUMN
12 TYPICAL BEAM DETAIL 13 DETAIL (PC)
2-12MM Ø TOP BARS AND 2-10mmØ S 2 SCALE : 1:10 MTS
2-16MM Ø TOP BARS, S 2 SCALE : 1:10 MTS

0.15
2-12MM Ø BOTTOM BARS CONTINOUSBARS

5"
2-16MM Ø MID. BARS AND BEAM BLOCK
0.25

2-16MM Ø BOTTOM BARS AT SUPPORTS AND

0.30

2-12MM Ø TOP BARS AND

AT SUPPORT AND MIDSPAN
9MMØ STIRRUPS, 2 @ SCHEDULE OF BEAMS
2-12MM Ø BOTTOM BARS
0.05M, 2 @0.10M THE REST
AT MIDSPAN
@ 0.15 M.O.C. DIMENSION REINFORCEMENT NOTE:
10mmØ STIRRUPS SPACED DESIGNATION AT SUPPORT AT MIDSPAN
STIFFENER
10mmØ STIRRUPS SPACED 5 @ 0.05, 5 @ 0.10, REST @ LINTEL BEAM BASE (mm) DEPTH (mm)
TOP BOTTOM TOP BOTTOM
5 @ 0.05, 5 @ 0.10, REST @ 0.15 M.O.C.
0.15 M.O.C. DETAIL (LB) B1 150 300 4-16 mm 2-16 mm 2-16 mm 4-16 mm 2-10 mm Consider using 10mmØ
ROOF BEAM 1 stirrups, 1 @ 0.05m, 3 @
BEAM 1 DETAIL (RB1) 0.10m rest at 0.20 m.o.c
B2 150 250 2-16 mm 2-16 mm 2-16 mm 2-16 mm 2-10 mm
for all other beams with
DETAIL (B1) 0.20 0.20
0.15 0.15 length 3.0m and less
CB 150 300 4-16 mm 2-16 mm 2-16 mm 4-16mm 2-10 mm
Consider using 10mmØ
0.15 4-16MM Ø TOP BARS AND stirrups, 1 @ 0.05m, 7 @
RB1 150 250 2-12 mm 2-12 mm 2-12 mm 2-12 mm 2-10 mm
0.10m rest at 0.150 m.o.c
4-16MM Ø TOP BARS AND 2-16MM Ø BOTTOM BARS
2-16MM Ø BOTTOM BARS for all beams with length
AT SUPPORTS AND LB 100 150 2-10 mm 2-10 mm 2-10 mm
2-16MM Ø TOP BARS, AT SUPPORTS AND
4.0m and more
0.30

0.30

2-16MM Ø TOP BARS AND

0.40

0.40
2-16MM Ø BOTTOM BARS 2-16MM Ø TOP BARS AND 4-16MM Ø BOTTOM BARS FTB 200 400 4-16 mm 2-16 mm 2-16 mm 4-16 mm 2-10 mm
0.25

AT SUPPORT AND MIDSPAN 4-16MM Ø BOTTOM BARS AT MIDSPAN

AT MIDSPAN
SCHEDULE OF COLUMNS
SUPPORT MIDSPAN
SUPPORT MIDSPAN DIMENSION REINFORCEMENT NOTE:
10mmØ STIRRUPS SPACED 10mmØ STIRRUPS SPACED DESIGNATION
10mmØ STIRRUPS SPACED
5 @ 0.05, 5 @ 0.10, REST @ 5 @ 0.05, 5 @ 0.10, REST @ DEPTH (mm) TOTAL ALONG X - AXIS ALONG Y - AXIS STIFFENER
Consider using 10mmØ
5 @ 0.05, 5 @ 0.10, REST @ BASE (mm)
0.15 M.O.C. 0.15 M.O.C.
0.15 M.O.C.
stirrups, 1 @ 0.05m, 3 @
BEAM 2 2-16 mm corner bars 2-16 mm corner bars 0.10m rest at 0.20 m.o.c
CANTILEVER C1 150 350 6-16 mm
& 1-16 mm mid. bar & 1-16 mm mid. bar for all other beams with
DETAIL (B2) BEAM DETAIL FOOTING TIE BEAM 4-16 mm length 3.0m and less
2-16 mm corner bars 2-16 mm corner bars
DETAIL (FTB) C2 200 350 & 2-12 mm & 1-12 mm mid. bar & 1-12 mm mid. bar
(CB) Consider using 10mmØ
4-16 mm 2-16 mm corner bars 2-16 mm corner bars stirrups, 1 @ 0.05m, 7 @
C3 150 300
& 2-12 mm & 1-12 mm mid. bar & 1-12 mm mid. bar 0.10m rest at 0.150 m.o.c
11 BEAM DETAIL WF1 200 400 3-12 mm 10 mm @ 0.30 m O.C.
for all beams with length
4.0m and more
S 2 SCALE : 1:10 MTS

DESIGNED BY
ARCHITECT/ENGINEER Important Note PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
These drawings duly signed and sealed as instruments DRAWN BY REV. NO. DATE CHECKED BY REMARKS ROOF BEAM PLAN
of service are the intellectual property of the Written dimensions on these drawings shall have
ARCHITECT/CIVIL ENGINEER architect, whether the object for which they are made precedence over scaled dimensions. Contractors shall
Mr. & Mrs. JO MERLO & CHRISTEENE ROOF FRAMING PLAN
verify and be responsible for all dimensions and CHECKED BY
is executed or not. It shall be unlawful for any
PROPOSED TWO (2) STOREY BEAM DETAIL, TRUSS DIAGRAM
conditions on the job. The designer must be notified
MAGBOJOS
REG. NO.:
person to duplicate or to make copies of said
documents for use in the repetition of and for other
projects or buildings, whether executed partly or in
immediately of any variations from the dimensions and
conditions shown by these drawings. DATE RESIDENTIAL BUILDING TYPICAL BEAM DETAIL S-2
PTR NO.: TIN NO.: whole, without the written consent of the architect or PROJECT LOCATION SCHED. OF COLUMNS & BEAMS
author of said documents. [ R.A. 9266, Article IV Sec. CONTACT NO.
DATE ISSUED: PLACED ISSUED:
33] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY
 1/2 PVC/PPR 1/2 PVC/PPR
2'' Ø PVC
RISER PIPE hb RISER PIPE ds DRAINAGE PIPE
ds ds
ds
1/2 PVC/PPR PIPE fd 2'' Ø PVC

sho
DRAINAGE PIPE
ks

4'' Ø PVC DRAINAGE PIPE

ksf

1/2 PVC/PPR PIPE

wc
wc
hb lav
lav

3/4 PVC/PPR PIPE

4'' Ø PVC DRAINAGE PIPE

1/2 PVC/PPR PIPE fd
sho
PE
PI
E wc
wc W
AS
T

PE
VC

PI
P
wc

TE
'Ø
3'
lav

AS

2'' Ø PVC DRAINAGE PIPE

wc lav

W
lav

C
PV
sho lav ss fd ss

'Ø
co 3'' Ø PVC WASTE PIPE
co

3'
vstr vstr
lav
lav
wc
wc

sho ds fd
hb ds ds
ds
ds ds

4'' Ø PVC DRAINAGE PIPE

4'' Ø PVC DRAINAGE PIPE

3/4 PVC/PPR PIPE

TO NEAREST
PUBLIC TO NEAREST
SEWER LINE PUBLIC SECOND FLOOR
SECOND FLOOR SEWER LINE

TAP TO 2 WATER LINE LAYOUT 4 SEWER LINE LAYOUT

NEAREST P 1 SCALE : 1:100 MTS
WATER LINE P 1 SCALE : 1:100 MTS
SYSTEM

GROUND FLOOR GROUND FLOOR

1 WATER LINE LAYOUT 3 SEWER LINE LAYOUT
P 1 SCALE : 1:100 MTS P 1 SCALE : 1:100 MTS

PLUMBING LEGEND PLUMBING SYMBOLS

CAST-IRON STRAINER
OR PRE-FABRICATED
PIPE FROM DOWNSPOUT STEEL GRATING COVER
0.50
0.10 0.30 0.10

SEPTIC TANK

0.10
ST
3.50 2.00 0.75 0.75 TEE
2.00 0.75 0.75 INLET OUTLET CO CLEANOUT
0.50 0.50 0.50
C.O. C.O.
WYE BRANCHES

0.50
0.30
DOWNSPOUT

0.10
0.60M X 0.60 MANHOLE
DS
0.30

AIR SPACE
FD FLOOR DRAIN
CLEANOUT
INLET

0.10
INLET OUTLET
FC FAUCET 45° ELBOW
10MMØ HORIZONTAL PLAN 150MM∅ PVC PIPE
BARS EVERY 3
90° ELBOW
1.50
WATER CLOSET

1.80
LAYERS OF CHB
WC
1.20

10MMØ STEEL BARS

ARRANGE AS SHOWN DIGESTIVE

OUTLET/OVERFLOW
CHAMBER LEACHING
CHAMBER
LEACHING
CHAMBER
CAST-IRON STRAINER
OR PRE-FABRICATED
STEEL GRATING COVER
LAV LAVATORY P-TRAP
3-10MMØ
LONGITUDINAL
4" CHB
KS KITCHEN SINK COUPLING
BARS

WM WATER METER
0.20

0.20
0.10

REDUCER
PIPE FROM DOWNSPOUT
INLET
GV GATE VALVE

0.40
OUTLET
0.40 0.40
PLAN

0.50
CONC. SLAB FLR W/ 10MMØ
REINF BARS @ 0.30M B.W.
CV CHECK VALVE CHECK VALVE
SECTION SOIL WASTE LINE GATE VALVE

0.10
150MM∅ PVC PIPE

SECTION 10MM∅ DEF. BARS COLD WATER LINE

SS SOIL STACK WATER METER
5 SEPTIC TANK DETAIL VSTR
P 1 SCALE : 1:25 MTS
6 DETAIL OF CATCH BASIN
P 1 SCALE : 1:15 MTS

DESIGNED BY
MASTER PLUMBER Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment DRAWN BY REV. NO. DATE CHECKED BY REMARKS GROUND FLOOR WATER LINE LAYOUT
REX LESTER N. BAUTISTA,UAP o er e are t e nte e t a propert o t e r tten men on on t e e ra n a a e
SECOND FLOOR WATER LINE LAYOUT
MASTER PLUMBER ar te t et er t e o e t or t e are ma e pre e en e o er a e men on ontra tor a
Mr. & Mrs. JO MERLO & CHRISTEENE
e e te or not It a e n a or an er an e re pon e or a men on an CHECKED BY
GROUND FLOOR SEWER LINE LAYOUT
on t on on t e o e e ner m t e not e PROPOSED TWO (2) STOREY MAGBOJOS
REG. NO.: 0007882
per on to
o ment or
p ate or to ma e op e o
e n t e repet t on o an
a
or ot er mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING
SECOND FLOOR SEWER LINE LAYOUT P-1
pro e t or n et er e e te part or n
PROJECT LOCATION SEPTIC TANK DETAIL
PTR NO.: 3080037 TIN NO.: 449-271-657-000 o e t o t t e r tten on ent o t e ar te t or
a t or o a o ment [ rt e I e CONTACT NO.
CATCH BASIN DETAIL
DATE ISSUED: JAN. 21, 2021 PLACED ISSUED: BALANGA CITY, BATAAN
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY PLUMBING SYMBOLS & LEGENDS
 2'' Ø PVC
SHO DRAINAGE
SHO PIPE DS

3'' Ø PVC
DRAINAGE
LAV 1
PVC PIPE PIPE
2
WC LAV
LAV
WC
LAV
FD
FD
2'' Ø PVC
WC WC DRAINAGE
PIPE
2'' Ø PVC
DRAINAGE CO
PIPE
DS 3'' Ø PVC VSTR
1 WASTE PIPE
2 PVC PIPE DS
FD

3'' Ø PVC
1 VENTILATION
2 PVC RISER PIPE
PIPE

3'' Ø PVC
SS DRAINAGE
DS PIPE

DS

FD

3'' Ø PVC
WASTE PIPE
HB

KSF ISOMETRIC PLAN ISOMETRIC PLAN

7 WATER LINE LAYOUT KS
8 SEWER LINE LAYOUT
P 2 SCALE : 1:100 MTS P 2 SCALE : 1:100 MTS
4'' Ø PVC
DRAINAGE
PIPE
1
2 PVC PIPE

3'' Ø PVC
DRAINAGE
PIPE
4'' Ø PVC
DRAINAGE
HB PIPE
DS
4'' Ø PVC
SHO LAV
DS DRAINAGE
PIPE

LAV

LAV WC
SHO
LW WC
LAV
LW FD
WC
3
4 PVC MAIN PIPE HB DC WC

SE FD
PT
IC TO NEAREST

TA DS PUBLIC SEWER LINE

NK 4'' Ø PVC
DRAINAGE
PIPE

3
4 PVC MAIN PIPE

TAP TO NEAREST
WATER LINE SYSTEM

TO NEAREST
PUBLIC SEWER LINE

GENERAL PLUMBING NOTES AND SPECIFICATION:

REF.RA 1378 NATIONAL PLUMBING CODE OF THE PHILS. IV SANITARY UTILITIES VIII PROHIBITED FITTINGS XI DEAD END AVOIDED
PROPOSE SANITARY UTILITIES SHALL CONFORMED TOTHE ACTUAL NO DOUBLE HUBS, DOUBLE TEE BRANCH SHALL BE USE ON HORIZONTAL A DEAD END IN THE INSTALLATION OF ANY PLUMBING SYSTEM IS
PROHIBITED
I EXECUTION OF PLUMBING WORK LOCATION, DEPTH AND INVERTED ELEVATION OF ALL EXISTING PIPES AND
STRUCTURE
SOIL WASTE LINE, THE DRILLING OR TAPPING OF HOUSE DRAIN WASTE OR

ALL PLUMBING WORK INCLUDE HEREIN SHALL BE EXECUTED ACCORDING

VENT PIPES AND SADDLE HUBS AND VENT PROHIBITED
XII NO REVISION IN THE DESIGN SHALL BE DONE WITH OUT THE PROPER
KNOWLEDGE AND APPROVAL OF THE DESIGNER AND THE OWNER ANY
TO THE REQIREMENT OF THE PHILIPPINE'S PLUMBING CODE THE RULES V FIXTURES IX SLEEVES (NOT APPLICABLE) SUCH REVISION DONE WITHOUT THE APPROVAL SHALL COURSE
AND THE REGULATION OF THE CITY GOVERNMENT, OR MUNICIPALITY ALL FIXTURES SHALL BE VENTED UNLESS OTHERWISE INDICATED PROVIDE PIPE SLEEVES AT WALLS COLUMN SLAB ONE SLAB ONE BIGGER RESPONSIBILITY OF THE DESIGNER/ARCHITECT TO CEAS A WHOLE
II NOTIFICATION OF ARCHITECT VI GRADES OF HORIZONTAL PIPING THAN ACTUAL SIZE PASSING THROUGH WALLS OR SLAB TO PIPES FROM

COORDINATION WITH DRAWING AND OTHER RELATED SPECIFICATION, RUN ALL HORIZONTAL PIPING PERPECT ALLIGNMENT AND AT UNIFORM OF
BREAKAGE
XIII NO PIPING WORK FIXTURE OR EQUIPMENT SHALL BE CONCEALED OR

THE ARCHITECT SHALL BE NOTED IMMEDIATELY IF ANY DESCREPANCY NOT LESS THAN TWO PERCENT (%) X CLEANOUT PIPES COVERED BY ANY MAINS BEFORE THEY HAVE BEEN PRESSURE TESTED,
FLOW TESTED AND INSPECTED BY THE ARCHITECT HAVING THE
FOUND THEREIN CLEANOUT ARE REQUIRE UNDER THE FOLLOWING CONDITION JURISDICTION OF THE WORK
VII CHANGE OF DIRECTION 1. EVERY CHANGE IN HORIZONTAL DIRECTION EXCEEDING 22 1/2 ONE
III RELOCATION OF PIPES HALF DEGREES.
PIPES SHALL BE INSTALLED AS INDICATED ANY RELOCATION
ALL CHANGE OF DIRECTION SHALL BE MADE BY APPROPRIATE USE OF
THE 45° WYES, LONG SWEEP, QUARTER BEND SIXTH OR EIGHTH TO 2. 1500mm INSIDE THE PROPERTY LINE THE DRAIN CONNECTOR XIV BY
ALL WORK SHALL BE COMPLETELY INSTALLED AND TESTED AS REQUIRED
THE SECTION 1378 AND SHALL BE LEAKTIGHT A T Q
REQUIREMENT FOR PROPER EXECUTION OF OTHER TRADES SHALL BE SIXTEENTH BENDS A SINGLE 1/8 BEND COMBINATION MAY BE USE ON 3. EVERY 150mmØ IN HORIZONTAL RUN PIPE
WITH PRIOR APROVAL OF ARCHITECT AND ENGINEER 4. AT THE END OF THE HORIZONTAL PIPE LINE
VERTICAL STACK AND SHORT QUARTER BEND MAY BE USE VENT TYPES
XV UNLESS OTHERWISE NOTED AND SPECIFIED. USE NELTEX BRAND TO ALL
MATERIALS OF ROUGHING OR AND APPROVED BY EQUIVALENT

DESIGNED BY
MASTER PLUMBER Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment DRAWN BY REV. NO. DATE CHECKED BY REMARKS ISOMETRIC PLAN WATER LINE LAYOUT
REX LESTER N. BAUTISTA,UAP o er e are t e nte e t a propert o t e r tten men on on t e e ra n a a e
MASTER PLUMBER ar te t et er t e o e t or t e are ma e pre e en e o er a e men on ontra tor a
Mr. & Mrs. JO MERLO & CHRISTEENE ISOMETRIC PLAN SEWER LINE LAYOUT
er an e re pon e or a men on an CHECKED BY
e e te or not It a e n a or an
PROPOSED TWO (2) STOREY GENERAL PLUMBING NOTES & SPECS
on t on on t e o e e ner m t e not e
MAGBOJOS
REG. NO.: 0007882
per on to
o ment
pro e t or
or
p ate or to ma e op e o
e n t e repet t on o an
n et er e e te part
a
or ot er
or n
mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING P-2
PTR NO.: 3080037 TIN NO.: 449-271-657-000 o e t o t t e r tten on ent o t e ar te t or PROJECT LOCATION
a t or o a o ment [ rt e I e CONTACT NO.
DATE ISSUED: JAN. 21, 2021 PLACED ISSUED: BALANGA CITY, BATAAN
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY
 GENERAL NOTES
PL

WPO
WINDOW
TYPE
WINDOW
TYPE 1. ALL WORKS SHALL COMPLY WITH THE PROVISION
CTO
CO
11 ACU ACU 12
CO
OF THE LATEST EDITION OF THE PHILIPPINE
PL
PL
CL CO CO ELECTRICAL CODE (PEC) AND SPECIFICATION WITH
8
S3 CL CL
WM 7 R THE REQUIREMENTS AND ORDINANCE OF THE
S1
CO CO BUILDING OFFICIALS WITH JURISDICTIONS. BUREAU OF

WINDOW
TYPE
PL S1
9 6
REF
FIRE DEPARTMENT AND LOCAL POWER/ TELEPHONE
S1 S1

CTO
CO
CL PL PL
PL CO
3 CO COMPANY.
CO
S1
CO
CO
2. UTILIZATION VOLTAGE SHALL BE 230V 3 Ø 60 Hz.
CL PL PL
CL PL 4
S1
S2
S1 3. WORKMANSHIP SHALL BE HIGHEST STANDARDS AND
PL
PL
S3 S1
CO
QUALITY. ALL MATERIALS TO BE USED FOR
PB PL
2 PB CO 5 CO
INSTALLATION SHALL BE NEW SUITABLE FOR THE TYPE
1 PL S2

AND PURPOSE OF APPLICATION.

S1
PL S3W PL CO
RL

PL
4. EXPOSED WIRING WORK SHALL RUN IN PANEL OR
S1
CL
PL
CL ACU
S3W S1 S3 RL CL RL
S3W

10
PERPENDICULAR TO THE BUILDING STRUCTURES AND
S2 S3
WPO FINISHES.
PL
PL
WPO CO CO CO CO CO 5. GENERAL MOUNTING HEIGHT OF DEVICES AND
PL
PL PL PL RL S2
EQUIPMENT ARE AS FOLLOWS:
WALL SWITCHES = 1300 MM ON CENTER
WL WL PL PL
WALL RECEPTACLES = 300 MM ON CENTER
PANEL BOARDS = 1800 MM ON CENTER
PL PL

REFER TO ARCHITECT FOR OTHER CASES OF

INSTALLATIONS.
WL 6. ALL WORK SHALL BE DONE UNDER DIRECT
SECOND FLOOR SECOND FLOOR SUPERVISION OF A DULY LICENSED ELECTRICAL
LIGHTING LAYOUT ENGINEER/ MASTER ELECTRICIAN.
2 4 POWER LAYOUT
E 1 SCALE : 1:100 MTS E 1 SCALE : 1:100 MTS
GROUND FLOOR GROUND FLOOR
1 LIGHTING LAYOUT 3 POWER LAYOUT
E 1 1:100 MTS E 1 SCALE : 1:100 MTS

PANEL BOARD 2
2 # ____mm THHN CU
COMPUTATION:
SCHEDULE COMPUTATION OF LOADS It = (21,700 x .80%) + (0.25 x 1840)
CKT.
DESCRIPTION
NO. OF VOLTS WATTS AMPERE PROTECTION SIZE OF WIRE/ It = 17,820 / 230 = 77.4783
NO. OUTLET PER CKT. PER CKT. CONDUITS 100 AT

1 LIGHTING OUTLET 22 230 2200 9.5652 15 AT 2 # 2.00 mm 2 THHN CU

15 mmØ USE: LO 1 2 LO
2 # 2.00 mm THHN CU 2 15AT 15AT
2 LIGHTING OUTLET 19 230 1900 8.2609 15 AT 15 mmØ 100 AT, 230V MOLDED CIRCUIT BREAKER MAIN
2 TO KILOWATT-HOUR METER CO 3 4 CO
2 # 3.50 mm 2 THHN CU 20AT
3 CONVENIENCE OUTLET 12 230 2160 9.3913 20 AT
15 mmØ 2 # ____ MM THHN Cu @ ____ mmØ CONDUIT 20AT

4 CONVENIENCE OUTLET 8 230 1440 6.2609 20 AT

2 # 3.50 mm 2 THHN CU CO 5 6 REF
15 mmØ 20AT 20AT

1440 6.2609 2 # 3.50 mm 2 THHN CU

5 CONVENIENCE OUTLET 8 230
20 AT 15 mmØ LEGEND: DESCRIPTION LEGEND: DESCRIPTION RANGE 7 8 WM
2
30AT 20AT
2 # 3.50 mm THHN CU
6 REFRIGERATOR OUTLET 1 230 1000 4.3478 20 AT 20 mmØ CHANDELIER WASHING MACHINE
2
WM
OUTLET ACU 9 10 ACU
7 RANGE OUTLET 1 230 3000
2 # 5.50 mm THHN CU 20AT 20AT
13.0435 30 AT
25 mmØ RANGE OUTLET
CL CIRCULAR LED LIGHT R
8
2 # 3.50 mm 2 THW CU ACU 11 12 ACU
WASHING MACHINE 1 230 1200 5.2173 20 AT 20 mmØ 20AT 20AT
PL PINLIGHT SINGLE GANG SWITCH
2 S1
2 # 3.50 mm THHN CU
9
AIRCONDITION 1 230 1840 8.0000 20 AT 20 mmØ SPARE 13 14 SPARE
2 WALL LAMP TWO GANG SWITCH 20AT 20T
2 # 3.50 mm THHN CU WL S2
10 AIRCONDITION 1 230 1840 8.0000 20 AT 20 mmØ
CO CONVENIENCE OUTLET THREE GANG SWITCH
2
2 # 3.50 mm THHN CU S3
11 AIRCONDITION 1 230 1840 8.0000 20 AT 20 mmØ
CTO COUNTER TOP OUTLET PB PANEL BOARD
2
12 2 # 3.50 mm THHN CU
AIRCONDITION 1 230 1840 8.0000 20 AT
20 mmØ
WEATHER PROOF
2 WPO CONVINIENCE OUTLET CIRCUIT LINE GROUND
13 SPARE 230 2 # 3.50 mm THHN CU
1 20 AT
20 mmØ
AIR CONDITION UNIT
2 ACU SWITCH LINE
14 20 AT 2 # 3.50 mm THHN CU
SPARE 1 230
20 mmØ

D. F. (80 %) 2 REF
REFRIGERATOR OUTLET
N CIRCUIT HOMERUN
5 RISER DIAGRAM
TOTAL AMPERAGE 77.4783 amps 2 # ____ mm THHN CU A 1 SCALE : 1:100 MTS
100 AT, AF (MCB) ____ mmØ

DESIGNED BY
ELECTRICAL ENGINEER Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment DRAWN BY REV. NO. DATE CHECKED BY REMARKS LIGHTING LAYOUT
ARIEL B. CAPARAS o er e are t e nte e t a propert o t e r tten men on on t e e ra n a a e
POWER LAYOUT
ELECTRICAL ENGINEER ar te t et er t e o e t or t e are ma e pre e en e o er
er an
a e
e re pon
men on
e or a
ontra tor
men on an
a
CHECKED BY
Mr. & Mrs. JO MERLO & CHRISTEENE
e e te or not It a e n a or an RISER DIAGRAM
on t on on t e o e e ner m t e not e PROPOSED TWO (2) STOREY MAGBOJOS
REG. NO.: 0054464
per on to
o ment or
p ate or to ma e op e o
e n t e repet t on o an
a
or ot er mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING
SCHEDULE & COMPUTATION OF LOADS E-1
pro e t or n et er e e te part or n
PROJECT LOCATION ELECTRICAL LEGEND
PTR NO.: 3070080 TIN NO.: 408-429-315-000 o e t o t t e r tten on ent o t e ar te t or
a t or o a o ment [ rt e I e CONTACT NO. GENERAL ELECTRICAL NOTES
DATE ISSUED: JAN. 12, 2021 PLACED ISSUED: BALANGA CITY, BATAAN
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY & SPECS
DISCLAMER: ALL ARCHITECTURAL SYMBOLS(CARS, FIRNITURE, APPLIANCES ETC.) Republic of the Philippines
SHOWN ON PLANS ARE FOR REFERENCE ONLY AND ARE NOT INCLUDED. 1.50 7.90 2.92 TABLE OF CONTENTS Department of Public Works and Highways

3.20 5.90
SHEET NO. SHEET CONTENTS

PROPERTY LINE PERSPECTIVE

SITE DEVELOPMENT PLAN
A-1

Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
VICINITY MAP
GENERAL NOTES

Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
LAW N

2.33
TABLE OF CONTENTS

LAW N GROUND FLOOR PLAN

5.89
FRONT ELEVATION
RIGHT SIDE ELEVATION CITY / DISTRICT / MUNICIPALITY
LEFT SIDE ELEVATION
PATIO/ A-2 REAR ELEVATION
VERANDA LAND USE & ZONING

3.00
SERVICE SECTION THRU "A-A"
AREA SECTION THRU "B-B"
SCHEDULE OF DOORS AND WINDOWS

FOUNDATION PLAN
ROOF FRAMING PLAN

SITE DEVELOPMENT PLAN

1:100 MTS
DETAILS OF COLUMN
S-1
DETAILS OF BEAM

K
DETAILS OF TRUSS
DETAIL OF WALL FOOTING

L
A
PROPERTY LINE

W
LIGHTING LAYOUT LINE & GRADE
POWER LAYOUT

H
SCHEDULE OF LOADS

LINE
8.90
SINGLE LINE DIAGRAMS

T
COLD WATER LINE LAYOUT

PROPERTY
E-1

A
P-1 SANITARY AND SEWER LAYOUT

10.70

10.70
P
STORM DRAIN LAYOUT
DETAIL OF SEPTIC TANK
DETAIL OF CACTCH BASIN
GENERAL NOTES
LEGENDS

ARCHITECTURAL

SCALE :
A 1
1
COMMON

4.50
BALCONY

P AT H W ALK

5.53
LAW N STRUCTURAL

2.50
DRIVEWAY

Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
ramp-up GENERAL NOTES:
PROPERTY LINE

1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO

3.80 1.80 3.80 MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.
NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS.
1.50
2. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS AND
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF GOVERNING CODES.
THE SURVEY AND SOIL REPORTS AND RECOMMENDATIONS THEREIN SHALL BE PART
OF THESE CONSTRUCTION DOCUMENTS.

3. ALL DIMENSIONS AND GRADES SHOWN ON THESE PLANS SHALL BE FIELD- VERIFIED SANITARY
R O A D R I G H T O F W A Y BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY
THE ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LINE LOCATIONS WHICH ARE
NECESSARY TO COMPLETE THIS PROJECT. WORK SHALL INCLUDE ALL MATERIALS,
LABOR, EQUIPMENTS AND SERVICES, INCLUDINGTRENCHING, BACKFILLING AND
CONNECTIONS MADE TO EXISTING UTILITY LINES.
BLOCK 2
5. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH LOCAL
CONDITIONS UNDERWHICH THE WORK IS TO BE PERFORMED AND CORRELATE HIS
OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

6. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY

BLOCK 10 AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR

BLOCK 3
BLOCK 9

BLOCK 1
BLOCK 6
ELECTRICAL
BLOCK 4 ARCHITECTURAL LEGENDS

BLOCK 13
PHASE 4,
BLOCK 5
GREENWOODS SOUTH NORTH ORIENTATION
N O R T H

BLOCK 9 1 A DRAWING DESIGNATION

BLOCK 12 A 2 SCALE NTS
BLOCK 10
COLUMN DESIGNATION
RO
AD
BL
OC A
(10 K1
.00
m PERIMETER LINE & BOUNDARY
WI
DE
)
BLOCK 11
SITE INDICATOR MECHANICAL
EXTERIOR PERSPECTIVE BLOC
K 8

AB EXIS
2 LOCATION MAP AN
DO
NE
D
TIN
BLOC
G RO
K 15
AD
A 1 SCALE : NTS ROA
D

DESIGNED BY
ARCHITECT Important : Note : PROJECT TITLE PROJECT CLIENT REVISIONS SHEET CONTENT SHEET NO.
e e ra n ne an ea e a n tr ment DRAWN BY REV. NO. DATE CHECKED BY REMARKS
JOEY O. NISAY,UAP o er e are t e nte e t a propert o t e r tten men on on t e e ra n a a e PERSPECTIVE
ARCHITECT ar te t et er t e o e t or t e are ma e pre e en e o er
er an
a e
e re pon
men on
e or a
ontra tor
men on an
a
CHECKED BY
Mr. & Mrs. JO MERLO & CHRISTEENE SITE DEVELOPMENT PLAN
e e te or not It a e n a or an
on t on on t e o e e ner m t e not e PROPOSED TWO (2) STOREY MAGBOJOS
REG. NO.: 0034162
per on to
o ment
pro e t or
or
p ate or to ma e op e o
e n t e repet t on o an
n et er e e te part
a
or ot er
or n
mme ate
on t on
o an
o n
ar at on
t e e ra n
rom t e men on an
DATE RESIDENTIAL BUILDING
VICINITY MAP A-1
PTR NO.: 3066937 TIN NO.: 456-926-708-000 o e t o t t e r tten on ent o t e ar te t or PROJECT LOCATION GENERAL NOTES
a t or o a o ment [ rt e I e CONTACT NO. TABLE OF CONTENTS
DATE ISSUED: JAN. 04, 2021 PLACED ISSUED: BALANGA CITY, BATAAN
] PHASE 4, GREENWOODS SOUTH, PALLOCAN EAST, BATANGAS CITY