REPUBLIC OF THE PHILIPPINES

TABLE OF CONTENTS DEPARTMENT OF PUBLIC WORKS & HIGHWAYS

OFFICE OF THE BUILDING OFFICIAL

OFFICE OF THE CITY ENGINEER

INSERT PERSPECTIVE HERE INSERT PERSPECTIVE HERE ARCHITECTURAL

A-01 LAND USE & ZONING
PERSPECTIVE
SITE DEVELOPMENT PLAN
VICINITY MAP
TABLE OF CONTENTS
A-02
GROUND FLOOR PLAN
SECOND FLOOR PLAN
ROOF PLAN
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
A-03
FRONT ELEVATION
LEFT SIDE ELEVATION LINE & GRADE
RIGHT SIDE ELEVATION
REAR ELEVATION
SECTION THRU "X"
SECTION THRU "Y"
REFLECTED CEILING PLAN
FLOOR TILE LAYOUT
STRUCTURAL
S-01
FOUNDATION PLAN
SECOND FLOOR FRAMING PLAN
ROOF FRAMING PLAN
ROOF TRUSS LAYOUT
S-02
STRUCTURAL DETAILS
ARCHITECTURAL
SANITARY / PLUMBING
INSERT PERSPECTIVE HERE INSERT PERSPECTIVE HERE P-01
COLD WATER LINE LAYOUT PLAN
SEWAGE / DRAINAGE LINE LAYOUT PLAN
ISOMETRIC LAYOUT PLAN
P-02
PLUMBING / SANITARY DETAILS
ELECTRICAL
E-01
LIGHTING LINE LAYOUT PLAN
POWER LINE LAYOUT PLAN
ELECTRICAL DETAILS STRUCTURAL

PERSPECTIVE
SANITARY

INSERT LOCATION MAP HERE SITE INSERT SITE DEVELOPMENT PLAN HERE ELECTRICAL

MECHANICAL

VICINITY MAP SITE DEVELOPMENT PLAN

DRAWN NOT TO SCALE DRAWN NOT TO SCALE

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
TABLE OF CONTENTS
PERSPECTIVE
PROPOSED 2-STOREY RESIDENTIAL SITE DEVELOPMENT PLAN
VICINITY MAP
A-01
CIVIL ENGINEER
PRC.NO.: PTR NO: PROJECT LOCATION: APPROVED BY OWNER: 01 08
VALIDITY: ISSUED ON: PROPOSED PLAN
TIN: ISSUED AT: ARCHITECTURAL PLAN
 Y

20.00M 20.00M 20.00M

3.00M 8.85M 8.15M 3.00M 8.85M 8.15M 2.00M 10.85M 7.15M

3.18M 2.33M 3.35M 3.25M 1.50M 1.60M 1.35M 1.15M

1.83M

1.83M
W2

RETAINING WALL (VER.DESIGN)

RETAINING WALL (VER.DESIGN)

ROOF LINE

ROOF LINE
T&B W5 W6
D3 W3 W3
EL. -3.05M 2HP CONDENSER

TBD-1

DOWN
T&B

2HP SPLIT ACU

DINING
MASTER'S BEDROOM EL. -0.05M
EL. -3.00M

2.90M
EL. +0.00M

HALLWAY
W6
4.18M

7.83M
D2 W3
G.I. LONG-SPAN ROOFING
LIVING
EL. -3.00M

BRD-1 TBD-1

1.10M
UP
CLOSET
BRD-1 DINING
12.00M

12.00M
EL. +0.00M

BRD-1

MD-1
KITCHEN
ROOF LINE

ROOF LINE
EL. -3.00M
BEDROOM 1 LIVING
EL. -3.00M
EL. +0.00M
TERRACE

4.35M
4.18M

W1 W3 EL. +0.00M

W1
CLOSET BEDROOM 2

CLOSET
ACU
1HP
EL. +0.00M

G.I. LONG-SPAN ROOFING

4.18M
X X
1HP
ACU
D1 W3 W3 D1 W3
1.83M

1.83M
Y TERRACE
EL. +0.00M

GROUND FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN

SCALE: 1:100M SCALE: 1:100M SCALE: 1:100M

0.90 2.00 2.00 2.80 0.80 0.70

0.40
2.10

2.10

2.10

2.10

2.10

2.10
FINISH FLOOR LEVEL

MD-1 D1 D3 D2 BRD-1 TBD-1

MAIN DOOR SLIDING GLASS DOOR BEDROOM DOOR T&B DOOR
1.20 0.40 1.20 1.60 0.50 0.60
PRE-FABRICATED SLIDING GLASS DOOR PRE-FABRICATED PVC SWING DOOR
WOODEN SWING DOOR WITH DARK GRAY ALUMINUM WOODEN SWING DOOR WITH FIXED LOUVER
DARK GRAY COLOR JAMB AND FRAME DARK GRAY COLOR
WITH POWDERCOATED
TOP GLASS HEADER WITH
2-PANELS OF 5mm THICK CLEAR GLASS
AND 1-SCREEN PANEL

0.50
0.80
SCHEDULE OF DOORS

1.20

1.20

1.20

1.20
SCALE: 1:50M

1.35
0.65

0.65

0.65

0.65
FINISH FLOOR LEVEL

W1 W2 W3 W4 W5 W6
SLIDING GLASS WINDOW
SLIDING GLASS WINDOW
WITH DARK GRAY ALUMINUM
JAMB AND FRAME
POWDERCOATED
WITH
2-PANELS OF 5mm THICK CLEAR GLASS
AND 1-SCREEN PANEL

WINDOW SCHEDULE
SCALE: 1:50M

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
GROUND FLOOR PLAN
SECOND FLOOR PLAN
PROPOSED 2-STOREY RESIDENTIAL ROOF PLAN
SCHEDULE OF DOORS AND WINDOWS
A-02
PROJECT LOCATION: APPROVED BY OWNER: 02 08
PROPOSED PLAN
ARCHITECTURAL PLAN
 PROPERTY LINE
2.25M 10.35M 1.25M 4.00M 8.00M

PROPERTY LINE

PROPERTY LINE
0.75M 3.25M 2.25M 3.20M 0.90M 1.83M 2.18M 2.08M 4.10M 1.83M 2.00M 10.85M

TOP OF ROOF TOP OF ROOF

EL.+4.50 EL.+4.50

1.80M

1.80M
CEILING LINE CEILING LINE
EL.+2.70 EL.+2.70
1HP
ACU KITCHEN LIVING TERRACE METAL FURRING SYSTEM
EL. +0.00M EL. +0.00M EL. +0.00M TERRACE LIVING HALLWAY SEE CEILING DETAILS
2.70M

2.70M
EL.+0.00 EL.+0.00 EL.+0.00

7.83M
SECOND LEVEL SECOND LEVEL
0.30M

0.30M
EL.+0.00 EL.+0.00
CEILING LINE CEILING LINE
EL.-0.30 KITCHEN BEDROOM 1 EL.-0.30 BEDROOM 1 T&B
EL. -3.00M EL. -3.00M EL. -3.00M EL. -3.05M
2.70M

2.70M
GROUND LEVEL GROUND LEVEL
EL.-3.00 EL.-3.00 FICEM BOARD
4MM THICK

4.18M
SECTION THRU "X" SECTION THRU "Y"

PROPERTY LINE
SCALE: 1:100M SCALE: 1:100M
2.00M 8.50M 1.50M
G.I. LONG SPAN
G.I. LONG SPAN ROOFING
ROOFING SEE DETAILS
2.25M 10.35M
TOP OF ROOF SEE DETAILS TOP OF ROOF
EL.+4.50 EL.+4.50
1.80M

1.80M
SECOND FLOOR CEILING PLAN
CEILING LINE CEILING LINE
EL.+2.70 EL.+2.70 SCALE: 1:100M
PLAIN CEMENT METAL FURRING SPACED
PLAIN CEMENT FINISH
TERRACE FINISH TERRACE @ 0.60m O.C.
2.70M

2.70M
EL.+0.00 EL.+0.00
W1 MD-1 W6 W3 D1 W3
MAIN CHANNEL SPACED
@ 1.20m O.C.
0.90M

HANGER
SECOND LEVEL SECOND LEVEL ROAD LEVEL
0.30M

0.30M
EL.+0.00 EL.+0.00 EL.+0.00
WALL ANGLE
PROPERTY LINE

CEILING LINE CEILING LINE

EL.-0.30 EL.-0.30 1HP
ACU
FICEM BOARD
2.70M

2.70M
PLAIN CEMENT
D1 W3 4mm THICK
FINISH
1.20
GROUND LEVEL GROUND LEVEL 1.20
EL.-3.00 EL.-3.00 0.60
0.60
FRONT ELEVATION LEFT SIDE ELEVATION CEILING DETAILS (ISOMETRIC)
SCALE: 1:100M SCALE: 1:100M
SCALE: NTS

G.I. LONG SPAN

1.50M 8.50M 2.00M ROOFING
SEE DETAILS

ROOF LINE
TILES AT STAIR

PROPERTY LINE
G.I. LONG SPAN
TOP OF ROOF TOP OF ROOF STEPS WILL BE
ROOFING
EL.+4.50 EL.+4.50 AS PER OWNER'S
SEE DETAILS
SPECS
1.80M

1.80M

T&B TILES
CEILING LINE CEILING LINE 0.30M X 0.30M
EL.+2.70 EL.+2.70 CERAMIC TILES
AS PER OWNER'S
1HP SPECS
ACU PLAIN CEMENT
2.70M

2.70M

W3 W3 W6 W3 W3
FINISH KITCHEN, LIVING,
PLAIN CEMENT HALWAY TILES
FINISH 0.60M X 0.60M
SECOND LEVEL SECOND LEVEL ROAD LEVEL CERAMIC TILES
0.30M

0.30M

ROOF LINE
EL.+0.00 EL.+0.00 EL.+0.00 AS PER OWNER'S
SPECS
PROPERTY LINE

CEILING LINE CEILING LINE

EL.-0.30 EL.-0.30
2.70M

2.70M

D2 W3 D3
BEDROOM TILES
0.20M X 0.60M
CERAMIC TILES
AS PER OWNER'S
GROUND LEVEL GROUND LEVEL SPECS
EL.-3.00 EL.-3.00

SMOOTH CEMENT FINISH

AT TERRACE

REAR ELEVATION RIGHT SIDE ELEVATION FLOOR TILE LAYOUT

SCALE: 1:100M SCALE: 1:100M SCALE: 1:100M

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
FRONT ELEVATION
LEFT ELEVATION
PROPOSED 2-STOREY RESIDENTIAL RIGHT ELEVATION
REAR ELEVATION
A-03
SECTION THRU "X"
PROJECT LOCATION: APPROVED BY OWNER: SECTION THRU "Y"
REFLECTED CEILING PLAN
03 08
FLOOR TILE LAYOUT PROPOSED PLAN
ARCHITECTURAL PLAN
 3.18M 8.50M 3.18M 8.50M 3.18M 8.50M

3.00M 2.50M 3.00M 3.00M 2.50M 3.00M 3.00M 2.50M 3.00M

FTB B-1

C2/F2 C2/F2
2.00M

2.00M

2.00M
B-1

B-1
FTB

FTB
FTB FTB FTB B-1 B-1 B-1 RB-1 RB-1 RB-1

C1/F1 C1/F1 C1/F1 C1/F1

4.00M

4.00M

4.00M

RB-1

RB-1
B-1

B-1

B-1

B-1
FTB

FTB

FTB

FTB
FTB FTB FTB B-1 B-1 B-1 RB-1 RB-1 RB-1
8.00M

8.00M

8.00M
C1/F1 C1/F1 C1/F1 C1/F1
4.00M

4.00M

4.00M

RB-1

RB-1
B-1

B-1

B-1

B-1
FTB

FTB

FTB

FTB
FTB FTB FTB B-1 B-1 B-1 RB-1 RB-1 RB-1

C1/F1 C1/F1 C1/F1 C1/F1

B-1

B-1

B-1

B-1
2.00M

2.00M

2.00M
FTB

FTB

FTB

FTB

FTB FTB FTB B-1 B-1 B-1

C2/F2 C2/F2 C2/F2 C2/F2

FOUNDATION PLAN GROUND FLOOR FRAMING PLAN ROOF FRAMING PLAN

SCALE: 1:100M SCALE: 1:100M SCALE: 1:100M

C-PURLINS
2'' X 3''

10MMØ SAGRODS

G.I. LONG SPAN

PRE-PAINTED
RIB-TYPE ROOFING
0.400MM X 1220
(1.050M EFFECTIVE WIDTH)

ANGULAR TRUSSES
50MM X 4MM THICK

ROOF TRUSS LAYOUT

SCALE: 1:100M

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
FOUNDATION PLAN
SECOND FLOOR FRAMING PLAN
PROPOSED 2-STOREY RESIDENTIAL ROOF FRAMING PLAN
ROOF TRUSS LAYOUT
S-01
CIVIL ENGINEER
PRC.NO.: PTR NO: PROJECT LOCATION: APPROVED BY OWNER: 04 08
VALIDITY: ISSUED ON: PROPOSED PLAN
TIN: ISSUED AT: STRUCTURAL PLAN
 1.20 NATURAL GRADE LINE

8-16mmØ BASEBARS EQUALLY 100mm THK CHB

0.35
SPACED BOTHWAYS INTERIOR WALL
STRUCTURAL SPECIFICATIONS
NATURAL GRADE LINE
A.) CONCRETE

(1.40m MINIMUM)
10mm Ø HOR. BARS @ EVERY
A.1) COLUMNS ------------- ------------ f'c = 21 Mpa (3000 psi) @ 28TH DAY

VARIES
3 LAYERS ON CENTER

A.2) FOOTINGS, REINFORCED CONCRETE --------- f'c = 21 Mpa (3000 psi) @ 28TH DAY
WALLS, STAIRS & FOOTING TIE BEAMS

0.75
10mmØ VERT. BARS @ EVERY A.3) SUSPENDED SLABS, BEAMS & GIRDERS ------ f'c = 21 Mpa (3000 psi) @ 28TH DAY

1.00m
400mm ON CENTER
A.4) GROUND FLOOR SLAB ON FILL ------------ f'c = 17 Mpa (2500 psi) @ 28TH DAY
1.20

0.35

8-16mmØ CONT. BARS W/

10mmØ TIES SP. 2@0.50, A.5) OTHERS NOT SPECIFIED ---------------- f'c = 21 Mpa (3000 psi) @ 28TH DAY
3@0.10, 3@0.15 3-12mmØ HORIZONTAL BARS

0.25
REST @ 0.20 M.O.C. CONT. B.) REINFORCEMENT
B.1) ALL MILD REINFORCING BARS SHALL BE ROUND DEFORMED "INTERMEDIATE GRADE" CONFORMING

0.25
TO ASTM A-615 -------------------- fy = 276 Mpa (40,000 psi)
0.10m THICK GRAVEL BED
B.2) ALL REINFORCING BAR DIAMETER IN MILLIMETER INDICATED ON THE PLANS SHOULD BE
10mm THK. COMPACTED STRICTLY FOLLOWED ANY DEVIATION FROM THOSE SPECIFIED SHALL HAVE WRITTEN
GRAVEL BASE APPROVAL OF THE STRUCTURAL ENGINEER
PLAN ELEVATION 0.25
B.3) WHERE SPLICING IS REQUIRED, SLAB, BEAM & GIRDER REINFORCING BARS SHALL BE
SPLICED AT QUARTER POINT AND A MINIMUM LENGTH OF 40 TIMES THE DIAMETER OF
C2 - F2 WALL FOOTING DETAILS (WF-1) THE BAR

SCALE: NTS B.4) COLUMN VERTICAL BARS SHALL BE SPLICED AT MID-FLOOR HEIGHT, AND A MINIMUM
1.50 LENGTH OF 40D ALSO, NOT MORE THAN 50% OF THE TOTAL NUMBER OF BARS SHALL
BE SPLICED AT ANY GIVEN SECTION

0.35 NATURAL GRADE LINE B.5) ALL REINFORCING BARS ARE WELDABLE

C.) STRUCTURAL STEEL

0.20

0.40
C.1) ALL STRUCTURAL STEEL, BOTH ANGLES AND STEEL PLATES SHALL CONFORM TO
C-PURLINS ANGLE BAR ASTM A36 ------------------------- fy = 248 Mpa (36,000 psi)
2'' X 3'' TRUSSES
10mmØ 50mm x 5mm thk
SPACED @ SAG RODS C.2) WELDING ELECTRODES SHALL BE 70XX SERIES

0.30
(1.40m MINIMUM) 800mm O.C.
G.I. LONG SPAN C.3) MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A-325
VARIES

8-16mmØ BASEBARS PRE-PAINTED

EQUALLY ROOFING D.) STANDARD CONSTRUCTION PROCEDURES AS PER "NATIONAL BUILDING CODE" AND
6-16Ø CONT. BARS W/ 10mmØ "NATIONAL STRUCTURAL CODE FOR BUILDINGS" SHOULD BE STRICTLY FOLLOWED IN THE
TIES SPACED 2@0.05, 3@0.15, EXECUTION OF THE PROJECT
1.50

0.35

8-16mmØ CONT. BARS W/ REST @ 0.20 M.O.C.

VARIES
10mmØ TIES SP. 2@0.50, E.) IT SHALL BE THE DUTY AND RESPONSIBILITY OF THE CONSTRUCTOR TO PROVIDE SHEET
3@0.10, 3@0.15
FOOTING TIE BEAM DETAIL PILES, PRECAUTIONARY MEASURES TO ENSURE SAFETY OF ADJACENT PROPERTIES AND

0.20
REST @ 0.20 M.O.C. OCCUPANTS
SCALE: NTS

0.90 0.90 0.90 0.90 0.90 0.90 0.90

0.30

12mmØ REINF. BARS

SPACED @ 150mm O.C.
0.10m THICK GRAVEL BED DETAILS OF RAFTER (TR-1) 10mmØ STRAIGHT TOP
PLAN SCALE: NTS
AND BOTTON BARS @ 300mm
B.W.

C1 - F1 ELEVATION 4.00m

1.33m
COLUMN FOOTING DETAIL 10mmØ NOSING BAR

SCALE: NTS

1.00m
L L

L/4 L/2 L/4 L/4 L/2 L/4 STAIR PLAN

S M S S 16mmØ CONT. BAR M 16mmØ CUT BAR
S
16mmØ CONT. BAR 16mmØ CUT BAR
12mmØ SHEAR BAR
L/3 SPACED @ 150mm O.C.

3.00m

1.00m
0.125
BENT BARS @ L/3
FROM SUPPORT

10mmØ NOSING BAR 10mmØ CONT. BARS

16mmØ CONT. BAR 16mmØ CONT. BAR SPACED @ 125mm O.C
10mmØ STIRRUPS SP. 3@0.05, 10mmØ STIRRUPS SP. 3@0.05,
3@0.10, 3@0.15, REST @ 0.20m O.C. 16mmØ BENT UP BAR 3@0.10, 3@0.15, REST @ 0.20m O.C. 16mmØ BENT UP BAR
L/3 12mmØ REINF. BARS

1.00m
L/5 L/5 L/5 L/5
SPACED @ 150mm O.C.

0.1
25
ROOF BEAM DETAIL RC BEAM DETAILS 10mmØ CONT. BARS
SPACED @ 125mm O.C.

0.125
SCALE: NTS SCALE: NTS
4.00m
0.25 0.25 0.20 0.20 0.25 0.25 0.10
0.30
STAIR SECTION 1.33 1.33 1.33

6-16mmØ 4-16mmØ 4-16mmØ 2-16mmØ 5-16mmØ 3-16mmØ 1-10mmØ 10mmØ NOSING BAR 12mmØ BENT UP 150mm THICK

0.20
BARS @ L/3 SLAB
10mmØ C-TIES
0.35

0.35

0.35

0.35

0.15
0.30

0.30

2-12mmØ 2-12mmØ SPACED @ EVERY 10mmØ CHAIR BAR

0.20m O.C.
NOTE: PROVIDE LINTEL BEAM ON ALL DOOR AND
4-16mmØ 6-16mmØ 2-16mmØ 4-16mmØ 3-16mmØ 5-16mmØ 1-10mmØ WINDOW HEADERS AROUND PERIMETER WALLS 12mmØ TOP AND BOTTOM
@ SUPPORT @ MID SPAN @ SUPPORT @ MID SPAN @ SUPPORT @ MID SPAN TYP. DETAILS OF RC STAIR BARS SPACED @ 0.30mm B.W.

B-1 RB-1 RB-2 LINTEL BEAM SCALE: NTS

DETAILS OF SLAB
SCHEDULE OF BEAMS SCALE: NTS
SCALE: NTS

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
STRUCTURAL DETAILS

PROPOSED 2-STOREY RESIDENTIAL S-02

CIVIL ENGINEER
PRC.NO.: PTR NO: PROJECT LOCATION: APPROVED BY OWNER: 05 08
VALIDITY: ISSUED ON: PROPOSED PLAN
TIN: ISSUED AT: STRUCTURAL PLAN
 DS
TO M
DRAAIN ST
INA REET
GE
CB DS
FD
ER

TO MAIN STREET
SEWPIPE WC

DRAINAGE
Ø FD
mm N

CB
SEPTIC VAULT SEPTIC VAULT
FD LAV FD WC FD 100 DOW LAV
OUTLET
CB
100MMØ SEWER 100MMØ SEWER FD
FD
DOWN PIPE DOWN PIPE
IPE WC
RP FD
WC
EWE LAV WER
FD
m ØS m Ø SEN PIPE
LAV
1 00m FD
m
100 DOW KSK
100MMØ SEWER PIPE

TANK
TIC
SEP
ER
Ø SEWPIPE
mm N
100 DOW
KSK KSK 100
mm
Ø SE
WER
PIPE

TO MAIN STREET
100MMØ SEWER 100MMØ SEWER

DRAINAGE
KSK
DOWN PIPE DOWN PIPE

CB
GROUND FLOOR SECOND FLOOR ISOMETRIC LAYOUT
WER
SEWAGE / DRAINAGE LINE LAYOUT PLAN SEWAGE / DRAINAGE LINE LAYOUT PLAN SEWAGE / DRAINAGE LINE LAYOUT PLAN m Ø SEN PIPE
m
SCALE: 1:100M SCALE: 1:100M SCALE: 1:75M 100 DOW

RCE R
SOUWATE
CV
M

20mmØ CWL
RISER PIPE
20mmØ CWL
RISER PIPE
SHO

WATER
SOURCE
M
HB LAV WC SHO
LAV
CWPILPE

GV

CV
20mmØ CWL PIPE

m m
SHO 20RISER WC
WC
20mmØ CWL PIPE

LAV

KSK
SHO

LAV WC
HB
KSK KSK
ISOMETRIC LAYOUT
COLD WATER LINE LAYOUT
m SCALE: 1:75M
20mL PIPE
CW
WL
m C PIPE
20mRISER
KSK
GROUND FLOOR SECOND FLOOR
COLD WATER LINE LAYOUT COLD WATER LINE LAYOUT PIPE
SCALE: 1:100M SCALE: 1:100M CWL 20mm

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
COLD WATER LINE LAYOUT PLAN
SEWAGE / DRAINAGE LINE LAYOUT PLAN
PROPOSED 2-STOREY RESIDENTIAL ISOMETRIC LAYOUT PLAN P-01
CIVIL ENGINEER
PRC.NO.: PTR NO: PROJECT LOCATION: APPROVED BY OWNER: 06 08
VALIDITY: ISSUED ON: PROPOSED PLAN
TIN: ISSUED AT: SANITARY/PLUMBING
 10mmØ TEMP.BARS SPACED 10mmØ TEMP. BARS SPACED
@ 0.20m O.C. BOTHWAYS @ 0.20m O.C. BOTHWAYS
MANHOLE MANHOLE MANHOLE

0.20

0.20
4"Ø PVC TEE 4"Ø PVC TEE
4"Ø PVC INLET 4"Ø PVC INLET
PIPE WATER LEVEL WATER LEVEL PIPE

WATER LEVEL 4" thk CHM w/

4" thk CHB w/ 10mmØ 10mmØ VERT. BARS
VERT. BARS SPACED @
1.80

1.80
SPACED @ 0.60m O.C.
2.00 m

0.60m O.C. AND HOR. BARS

2.00m

2.00m
AND HOR. BARS
PLACED @ EVERY 3 LAYERS

1.70

1.70
PLACED @ EVERY 3
OF CHB

1.60

1.60
LAYERS OF CHB

10mmØ MATT.
10mmØ MATT BARS BARS SPACED
SPACED @ 0.20m O.C. @ 0.20m O.C.
BOTHWAYS BOTHWAYS
5% SLOPE 5% SLOPE 5% SLOPE
0.20

0.20
3-10mmØ CONT. BARS 3-10mmØ CONT. BARS
W/ 8mmØ TIES SPACED
w/ 8mmØ TIES SPACED
@ 0.30m O.C. 0.30 SECTION 0.30 0.30 SECTION 0.30 @ 0.30m O.C.

SEPTIC TANK DETAILS

LEGEND SCALE: NTS

SYMBOL DESCRIPTION SEWER LINE PIPE SIZE

4"Ø PVC OUTLET PIPE
FAU FAUCET

KS KITCHEN SINK Ø 50 MM 8.00m

0.10 3.00m 0.10 1.60 0.10 3.00m 0.10
WC WATER CLOSET Ø 100 MM
10mmØ TEMP. BARS 10mmØ TEMP. BARS
PLACED @ 0.20m O.C. PLACED @ 0.20m O.C.
CV CHECK VALVE BOTHWAYS BOTHWAYS
0.10

0.10

0.10

0.10
GV GATE VALVE

FD FLOOR DRAIN Ø 50 MM

LAV LAVATORY Ø 50 MM
1.70m
1.50m

1.70m
1.50
HB HOSE BIBB. CWL
MANHOLE MANHOLE MANHOLE
CO CLEAN OUT DIGESTIVE CHAMBER DIGESTIVE CHAMBER
LEECHING
M WATER METER
CHAMBER
0.10

0.10

0.10

0.10
CB CATCH BASIN

DS DOWN SPOUT Ø 100 MM

4"Ø PVC 4"Ø PVC
INLET PIPE INLET PIPE

SEPTIC TANK TOP VIEW

SCALE: NTS
4"Ø S-1000PVC INLET
PIPE WITH COVER

0.10m THK CONCRETE

SLAB w/ 10mmØ REBARS
@ 0.20m O.C. BOTHWAYS
0.60m
SPECIFICATIONS

ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE PROVISIONS OF THE NATIONAL PLUMBING CODE, THE NATIONAL BUILDING
CODE AND RULES AND REGULATIONS OF SANTA ROSA CITY LAGUNA & AUTHORITIES HAVING JURISDICTION

COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS, THE ARCHITECT / ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY
0.60m

DISCREPANCY FOUND THEREIN

MANHOLE
ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS. ANY RELOCATIONS REQUIRED FOR PROPER EXECUTION OF OTHER TRADE SHALL BE WITH PRIOR
APPROVAL OF THE ARCHITECT

4" x 8" x 16" CHB PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES AND STRUCTURES AS
VERIFIED BY THE CONTRACTOR

ALL SLOPE OF HOUSE AND SEWER DRAIN SHALL BE 2% TO THE DIRECTION OF THE WATER

THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE, COORDINATE THE WORKS WITH THE SEWER LINE EFFICIENT DISPOSAL POINT AND WATER
MANHOLE COVER DETAILS LINE SERVICE CONNECTING POINT.

ALL OTHER REQUIREMENTS SHOULD BE FOLLOWED. THE REVISION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES & RA 1378 PREVAIL.
SCALE: NTS

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
PLUMBING / SANITARY DETAILS

PROPOSED 2-STOREY RESIDENTIAL P-02

CIVIL ENGINEER
PRC.NO.: PTR NO: PROJECT LOCATION: APPROVED BY OWNER: 07 08
VALIDITY: ISSUED ON: PROPOSED PLAN
TIN: ISSUED AT: SANITARY/PLUMBING
 LOAD SCHEDULE
CIRCUIT VOLT AMPERE CIRCUIT BREAKER
LOAD DESCRIPTION QUANTITY (VA) VOLTAGE AMPERES CIRCUIT RUN WIRE SIZE CONDUIT SIZE
NUMBER AT AF Ø-VOLTAGE

1 LIGHTING 6 - LIGHTING OUTLET 600 230 2.61 2 - 2.0 sq.mm THHN wire 20mmØ PVC 20 AT 50 AF 2P, 230v

2 LIGHTING 6 - LIGHTING OUTLET 600 230 2.61 2 - 2.0 sq.mm THHN wire 20mmØ PVC 20 AT 50 AF 2P, 230v

3 LIGHTING 5 - LIGHTING OUTLET 500 230 2.17 2 - 2.0 sq.mm THHN wire 20mmØ PVC 20 AT 50 AF 2P, 230v
Sa
S ab 4 LIGHTING 4 - LIGHTING OUTLET 400 230 1.74 2 - 2.0 sq.mm THHN wire 20mmØ PVC 20 AT 50 AF 2P, 230v

CONVENIENCE 10 - 2 GANG CONVENIENCE OUTLET 2 - 3.5 sq.mm THHN wire

5 1800 230 7.83 1 - 2.0 sq.mm THHN wire (G) 20mmØ PVC 30 AT 50 AF 2P, 230v
OUTLET WITH GROUND
2 - 8.0 sq.mm THHN wire
6 LAUNDRY OUTLET 1 - LAUNDRY OUTLET 1840 230 8.0 20mmØ PVC 30 AT 50 AF 2P, 230v
Sa Sa 1 - 3.5 sq.mm THHN wire (G)
2 - 8.0 sq.mm THHN wire
7 AIRCON LOAD 1 - AIRCON 2 HP 2760 230 12.0 1 - 3.5 sq.mm THHN wire (G) 20mmØ PVC 40 AT 50 AF 2P, 230v
S ab
2 - 8.0 sq.mm THHN wire
Sa 8 AIRCON LOAD 1 - AIRCON 1 HP 1840 230 8.0 1 - 3.5 sq.mm THHN wire (G) 20mmØ PVC 30 AT 50 AF 2P, 230v

2 - 8.0 sq.mm THHN wire

Sa S abc 9 AIRCON LOAD 1 - AIRCON 1 HP 1840 230 8.0 1 - 3.5 sq.mm THHN wire (G) 20mmØ PVC 30 AT 50 AF 2P, 230v

2 - 8.0 sq.mm THHN wire

10 RANGE 1 - RANGE 1840 230 8.0 1 - 3.5 sq.mm THHN wire (G) 20mmØ PVC 30 AT 50 AF 2P, 230v

2 - 8.0 sq.mm THHN wire

C3 11 REFRIGERATOR 1 - REFRIGERATOR 1840 230 8.0 20mmØ PVC 30 AT 50 AF 2P, 230v
1 - 3.5 sq.mm THHN wire (G)

PB S ab Sa 2 - 8.0 sq.mm THHN wire

12 REFRIGERATOR 1 - REFRIGERATOR 1840 230 8.0 20mmØ PVC 30 AT 50 AF 2P, 230v
1 - 3.5 sq.mm THHN wire (G)
C1
C2 C4
13 SPARE

14 SPARE

TOTAL 17700 76.96

GROUND FLOOR LIGHTING LAYOUT SECOND FLOOR LIGHTING LAYOUT

SCALE: 1:100M SCALE: 1:100M
DESIGN COMPUTATION & ANALYSIS GENERAL NOTES
APPLICATION OF DEMAND FACTOR: 1. ALL ELECTRICAL WORKS, HEREIN SHALL BE DONE IN ACCORDANCE WITH THE
(76.96 - 12) x 80% = 51.97 + 100% (40) = 91.97 Amperes REQUIREMENTS OF THE NATIONAL BUILDING CODE, THE PHILIPPINE ELECTRICAL CODE,
THE RULES AND REGULATION OF THE LOCAL GOVERNMENT, AND THE REQUIREMENT
FOR MAIN FEEDER CONDUCTOR: OF THE LOCAL ELECTRIC UTILITY.
2. ALL MATERIALS TO BE USED SHALL BE NEW AND OF GOOD QUALITY.
USE : 2 - 38 sq.mm THHN CONDUCTOR + 3. LIGHTING BRANCH CIRCUIT SHALL BE 3.5 sq.mm THHN STRANDED WIRE IN 20mmØ PVC
1 - 14 sq.mm THHN CODUCTOR (ground) in 35mmØ RMC PIPE.
4. CONVENIENCE OUTLET CIRCUIT SHALL BE 5.5 sq.mm THHN STRANDED WIRE IN 20mmØ
PVC PIPE.
FOR MAIN OVER-CURRENT PROTECTION DEVICE: 5. AIRCON OUTLET CIRCUIT SHALL BE 8.0 sq.mm THHN STRANDED WIRE IN 20mmØ PVC
PIPE
USE : 125 AT, 60 Hz, 1Ø, 230V, 2P, BOLT-ON TYPE CIRCUIT BREAKER 6. MOUNTING HEIGHT OF DEVICE SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE

PANEL BOARD 1500mm ABOVE FINISHED FLOOR

LOCAL SWITCHES 1400mm ABOVE FINISHED FLOOR
C6 CO
CONVENIENCE OUTLET 300mm ABOVE FINISHED FLOOR
170mm ABOVE COUNTERS
C7
LAUNDRY
AIRCON OUTLET 2000mm ABOVE FINISHED FLOOR
EMERGENCY LIGHT 300mm BELOW FINISHED CEILING
CO
CONT. ACU
CONT.
CO
7. ALL LOCAL SWITCHES TO BE CONNECTED SHALL BE RATED 15 AMPERES
8. ALL ELECTRICAL INSTALLATIONS SHALL BE UNDER THE SUPERVISION OF A DULY
LICENSED ELECTRICAL ENGINEER OR REGISTERED MASTER ELECTRICIAN
LEGEND
CO SYMBOL DESCRIPTION
SINGLE LINE DIAGRAM
15W LED PINLIGHT
CO CO OVERHEAD SERVICE ENTRANCE
EF
VTR EXHAUST FAN VTR 2-38 sq.mm THHN WIRE +
SERVICE DROP 1-14 sq.mm THHN WIRE (G)
BUILDING WALL
CO
CONVENIENCE OUTLET
CO
C12 SECOND FLOOR LINE
125 AT, 60 Hz, 1Ø, 230V, 2P
CO ACU
AIRCON OUTLET BOLT ON TYPE CIRCUIT BREAKER
C10 REF
2-38 sq.mm THHN
C8 RANGE
RANGE OUTLET C1 20 AT 20 AT C2 IN 38mmØ RSC
RANGE C9
C11
C3 20 AT 20 AT C4
CO ACU LAUNDRY
LAUNDRY OUTLET METERING CONDUIT
ACU C5 30 AT 30 AT C6
PANEL BOARD
REF CO

REF
REFRIGERATOR OUTLET C7 40 AT 30 AT C8 KWHR
C5 METER
C9 30 AT 30 AT C10
PB PANEL BOARD
C11 30 AT 30 AT C12

1.50m
1.80m
spare SPARE SPARE spare
CIRCUIT RUN

ELECTRICAL GROUND FLOOR LINE

Sa 1 GANG SWITCH

GROUND 'CO' LAYOUT SECOND FLOOR 'CO' LAYOUT S ab 2 GANG SWITCH GROUND
NATURAL GRADE LINE

1-14 sq.mm BARE COPPER WIRE

SCALE: 1:100M SCALE: 1:100M IN 15mm O.C.
S abc 3 GANG SWITCH
DETAILS OF PANEL BOARD RISER DIAGRAM 16mmØ x 240mm LENGTH
SCALE: NTS GROUNDING ROD COPPERWELD
SCALE: NTS

DESIGNER / CONTRACTOR: DESIGNER / ENGINEER-IN-CHARGE: I M P O R T A N T: PROJECT TITLE: OWNER: REVISION/S: DATE/S: CADD BY: SHEET CONTENT/S: SHEET NO. :
LIGHTING LINE LAYOUT PLAN
POWER LINE LAYOUT PLAN
PROPOSED 2-STOREY RESIDENTIAL ELECTRICAL DETAILS E-01
CIVIL ENGINEER
PRC.NO.: PTR NO: PROJECT LOCATION: APPROVED BY OWNER: 08 08
VALIDITY: ISSUED ON: PROPOSED PLAN
TIN: ISSUED AT: ELECTRICAL PLAN