lOMoARcPSD|11738451

2 storey residential building

Civil Engineering (National University Laguna)

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 lOMoARcPSD|11738451

REPUBLIC OF THE PHILIPPINES

TABLE OF CONTENTS DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
OFFICE OF THE BUILDING OFFICIAL

OFFICE OF THE CITY ENGINEER

LAND USE & ZONING

ARCHITECTURAL
A-01
PERSPECTIVE
SITE DEVELOPMENT PLAN
VICINITY MAP
TABLE OF CONTENTS
A-02
GROUND FLOOR PLAN
SECOND FLOOR PLAN
ROOF PLAN
A-03
SCHEDULE OF DOORS
SCHEDULE OF WINDOWS
A-04
FRONT ELEVATION LINE & GRADE
LEFT SIDE ELEVATION
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

S-02
ROOF TRUSS LAYOUT ARCHITECTURAL
STRUCTURAL DETAILS
SANITARY / PLUMBING
P-01
COLD WATER LINE LAYOUT PLAN
SEWAGE / DRAINAGE LINE LAYOUT PLAN
P-02
ISOMETRIC LAYOUT PLAN
PLUMBING / SANITARY DETAILS
ELECTRICAL
E-01
LIGHTING LINE LAYOUT PLAN
POWER LINE LAYOUT PLAN
ELECTRICAL DETAILS
STRUCTURAL

PERSPECTIVE
SANITARY
Petron C3
Gasoline Station
Tawilis

Taksay St. Taksay St. Taksay St.

Wi-Mac Internet
Tuna St.

Cafe And Hotspot

ve
agatan A

Tambakol Alley
Vincent Computer
Dagat-D

Shop ( VCS )

ELECTRICAL
Tawilis

SITE
Tawilis St.
tan Ave
Dagat-Daga

Kapanalig

Kaunlaran Village Dolatre Swimming Pool

United Methodist Church
Tuna St.

Barangay 28-Zone 3

Marcella St.
Dagat-Dagatan Ave

Marcella St.
Marcella St.

Kasarinlan
Elementary School

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

PROPOSED 2-STOREY RESIDENTIAL

PERSPECTIVE
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

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

TBD-1

DOWN
T&B

2HP SPLIT ACU

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

2.90M
EL. +0.00M

HALLWAY
W6
G.I. LONG-SPAN ROOFING
4.18M

7.83M
D2 W3
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 BEDROOM 1
ROOF LINE

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

4.35M
4.18M

W1 W3 EL. +0.00M

W1
CLOSET

BEDROOM 2
EL. +0.00M

CLOSET
ACU
1HP
X X G.I. LONG-SPAN ROOFING

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

1.83M TERRACE
Y
EL. +0.00M

GROUND FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN

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. :
GROUND FLOOR PLAN

PROPOSED 2-STOREY RESIDENTIAL

SECOND FLOOR PLAN
ROOF PLAN A-02
SCHEDULE OF DOORS AND WINDOWS

PROJECT LOCATION: APPROVED BY OWNER: 02 08

PROPOSED PLAN
ARCHITECTURAL PLAN

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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 SLIDING GLASS DOOR SLIDING GLASS DOOR BEDROOM DOOR T&B DOOR
PRE-FABRICATED SLIDING GLASS DOOR SLIDING GLASS DOOR SLIDING GLASS DOOR PRE-FABRICATED
WOODEN SWING DOOR WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM WOODEN SWING DOOR
DARK GRAY COLOR JAMB AND FRAME JAMB AND FRAME JAMB AND FRAME DARK GRAY COLOR
WITH POWDERCOATED POWDERCOATED POWDERCOATED
TOP GLASS HEADER WITH WITH WITH
2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS
AND 1-SCREEN PANEL AND 1-SCREEN PANEL AND 1-SCREEN PANEL

SCHEDULE OF DOORS
SCALE: 1:50M

1.20 0.40 1.20 1.60 0.50 0.60

PVC SWING DOOR
WITH FIXED LOUVER

0.50
0.80
1.20

1.20

1.20

1.20
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 SLIDING GLASS WINDOW SLIDING GLASS WINDOW SLIDING GLASS WINDOW SLIDING GLASS WINDOW
SLIDING GLASS WINDOW SLIDING GLASS WINDOW SLIDING GLASS WINDOW SLIDING GLASS WINDOW SLIDING GLASS WINDOW SLIDING GLASS WINDOW
WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM WITH DARK GRAY ALUMINUM
JAMB AND FRAME JAMB AND FRAME JAMB AND FRAME JAMB AND FRAME JAMB AND FRAME JAMB AND FRAME
POWDERCOATED POWDERCOATED POWDERCOATED POWDERCOATED POWDERCOATED POWDERCOATED
WITH WITH WITH WITH WITH WITH
2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS 2-PANELS OF 5mm THICK CLEAR GLASS
AND 1-SCREEN PANEL AND 1-SCREEN PANEL AND 1-SCREEN PANEL AND 1-SCREEN PANEL AND 1-SCREEN PANEL 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

PROPOSED 2-STOREY RESIDENTIAL

SECOND FLOOR PLAN
ROOF PLAN A-02
SCHEDULE OF DOORS AND WINDOWS

PROJECT LOCATION: APPROVED BY OWNER: 02 08

PROPOSED PLAN
ARCHITECTURAL PLAN

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PROPERTY LINE
2.25M 10.35M 1.25M 4.00M 8.00M

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

PROPERTY LINE
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
2.70M EL. +0.00M EL. +0.00M EL. +0.00M TERRACE LIVING HALLWAY SEE CEILING DETAILS

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

SECTION THRU "X" SECTION THRU "Y"

4.18M
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

SECOND FLOOR CEILING PLAN

1.80M

1.80M
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
HANGER @ 1.20m O.C.
0.90M

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
PLAIN CEMENT FICEM BOARD
2.70M

2.70M
D1 W3
FINISH 4mm THICK
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

AS PER OWNER'S

ROOF LINE
EL.+0.00 EL.+0.00 EL.+0.00
SPECS
CEILING LINE CEILING LINE
PROPERTY 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

PROPOSED 2-STOREY RESIDENTIAL

LEFT ELEVATION
RIGHT ELEVATION A-04
REAR ELEVATION

04 08
SECTION THRU "X"
PROJECT LOCATION: APPROVED BY OWNER: SECTION THRU "Y"
REFLECTED CEILING PLAN
FLOOR TILE LAYOUT PROPOSED PLAN
ARCHITECTURAL PLAN

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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

2.00M

2.00M

2.00M
B-1

B-1

B-1

B-1
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

PROPOSED 2-STOREY RESIDENTIAL

SECOND FLOOR FRAMING PLAN
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

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1.20 NATURAL GRADE LINE

STRUCTURAL SPECIFICATIONS
8-16mmØ BASEBARS EQUALLY 100mm THK CHB
SPACED BOTHWAYS INTERIOR WALL A.) CONCRETE
0.35
NATURAL GRADE LINE A.1) COLUMNS ------------- ------------ f'c = 21 Mpa (3000 psi) @ 28TH DAY

A.2) FOOTINGS, REINFORCED CONCRETE --------- f'c = 21 Mpa (3000 psi) @ 28TH DAY

(1.40m MINIMUM)
10mm Ø HOR. BARS @ EVERY
3 LAYERS ON CENTER
WALLS, STAIRS & FOOTING TIE BEAMS

VARIES
A.3) SUSPENDED SLABS, BEAMS & GIRDERS ------ f'c = 21 Mpa (3000 psi) @ 28TH DAY

0.75
10mmØ VERT. BARS @ EVERY A.4) GROUND FLOOR SLAB ON FILL ------------ f'c = 17 Mpa (2500 psi) @ 28TH DAY

1.00m
400mm ON CENTER
A.5) OTHERS NOT SPECIFIED ---------------- f'c = 21 Mpa (3000 psi) @ 28TH DAY
1.20

0.35

8-16mmØ CONT. BARS W/

10mmØ TIES SP. 2@0.50, B.) REINFORCEMENT
3@0.10, 3@0.15 3-12mmØ HORIZONTAL BARS B.1) ALL MILD REINFORCING BARS SHALL BE ROUND DEFORMED "INTERMEDIATE GRADE" CONFORMING
REST @ 0.20 M.O.C. CONT. TO ASTM A-615 -------------------- fy = 276 Mpa (40,000 psi)

0.25

0.25
0.10m THICK GRAVEL BED B.2) ALL REINFORCING BAR DIAMETER IN MILLIMETER INDICATED ON THE PLANS SHOULD BE
STRICTLY FOLLOWED ANY DEVIATION FROM THOSE SPECIFIED SHALL HAVE WRITTEN
10mm THK. COMPACTED APPROVAL OF THE STRUCTURAL ENGINEER
GRAVEL BASE

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

B.4) COLUMN VERTICAL BARS SHALL BE SPLICED AT MID-FLOOR HEIGHT, AND A MINIMUM
1.50
SCALE: NTS 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
800mm O.C.

(1.40m MINIMUM)
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
6-16Ø CONT. BARS W/ 10mmØ D.) STANDARD CONSTRUCTION PROCEDURES AS PER "NATIONAL BUILDING CODE" AND
TIES SPACED 2@0.05, 3@0.15, "NATIONAL STRUCTURAL CODE FOR BUILDINGS" SHOULD BE STRICTLY FOLLOWED IN THE
1.50

0.35

8-16mmØ CONT. BARS W/ REST @ 0.20 M.O.C. EXECUTION OF THE PROJECT

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

0.20
REST @ 0.20 M.O.C.
PILES, PRECAUTIONARY MEASURES TO ENSURE SAFETY OF ADJACENT PROPERTIES AND
SCALE: NTS OCCUPANTS

0.90 0.90 0.90 0.90 0.90 0.90 0.90

0.30

12mmØ REINF. BARS

DETAILS OF RAFTER (TR-1)

SPACED @ 150mm O.C.
0.10m THICK GRAVEL BED
PLAN
10mmØ STRAIGHT TOP
AND BOTTON BARS @ 300mm
SCALE: NTS
ELEVATION
B.W.

C1 - F1 4.00m

COLUMN FOOTING DETAIL

1.33m
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/5 L/5 L/5 L/5 L/3 12mmØ REINF. BARS

1.00m
SPACED @ 150mm O.C.

0.1
5 2
ROOF BEAM DETAIL RC BEAM DETAILS 10mmØ CONT. BARS
SPACED @ 125mm O.C.
SCALE: NTS

0.125
SCALE: NTS

STAIR SECTION
0.30 4.00m
0.25 0.25 0.20 0.20 0.25 0.25 0.10 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
BARS @ L/3 SLAB

0.20
10mmØ C-TIES
0.35

0.35

0.30

0.30

0.35

0.35

0.15

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

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

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
Sa 8 AIRCON LOAD 1 - AIRCON 1 HP 1840 230 8.0
2 - 8.0 sq.mm THHN wire
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 20mmØ PVC 30 AT 50 AF 2P, 230v
1 - 3.5 sq.mm THHN wire (G)
2 - 8.0 sq.mm THHN wire
C3 11 REFRIGERATOR 1 - REFRIGERATOR 1840 230 8.0 1 - 3.5 sq.mm THHN wire (G) 20mmØ PVC 30 AT 50 AF 2P, 230v

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

LEGEND LICENSED ELECTRICAL ENGINEER OR REGISTERED MASTER ELECTRICIAN

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
DETAILS OF PANEL BOARD
3 GANG SWITCH
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

PROPOSED 2-STOREY RESIDENTIAL

POWER LINE LAYOUT PLAN
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

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SPECIFICATIONS

TO MAIN STREET
DRAINAGE
CB
SEPTIC VAULT SEPTIC VAULT
FD LAV FD WC FD

OUTLET

100MMØ SEWER 100MMØ SEWER FD

ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE PROVISIONS OF THE NATIONAL PLUMBING CODE, THE NATIONAL BUILDING DOWN PIPE DOWN PIPE
CODE AND RULES AND REGULATIONS OF SANTA ROSA CITY LAGUNA & AUTHORITIES HAVING JURISDICTION
WC
FD
COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS, THE ARCHITECT / ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCY FOUND THEREIN LAV

100MMØ SEWER PIPE

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

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
LINE SERVICE CONNECTING POINT. KSK KSK

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

LEGEND

TO MAIN STREET
100MMØ SEWER 100MMØ SEWER

DRAINAGE
DOWN PIPE DOWN PIPE

CB
SYMBOL DESCRIPTION SEWER LINE PIPE SIZE GROUND FLOOR SECOND FLOOR

FAU FAUCET
SEWAGE / DRAINAGE LINE LAYOUT PLAN SEWAGE / DRAINAGE LINE LAYOUT PLAN
SCALE: 1:100M SCALE: 1:100M

KS KITCHEN SINK Ø 50 MM

WC WATER CLOSET Ø 100 MM

CV CHECK VALVE

20mmØ CWL 20mmØ CWL

GV GATE VALVE RISER PIPE RISER PIPE

SOURCE
WATER
HB LAV WC SHO

M
GV

CV
20mmØ CWL PIPE
FD FLOOR DRAIN Ø 50 MM
SHO

LAV LAVATORY Ø 50 MM WC
20mmØ CWL PIPE

LAV

HB HOSE BIBB. CWL

CO CLEAN OUT

M WATER METER
KSK KSK
CB CATCH BASIN

DS DOWN SPOUT Ø 100 MM

GROUND FLOOR SECOND FLOOR

COLD WATER LINE LAYOUT COLD WATER LINE LAYOUT
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. :
COLD WATER LINE LAYOUT PLAN

PROPOSED 2-STOREY RESIDENTIAL

SEWAGE / DRAINAGE LINE LAYOUT PLAN
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

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 lOMoARcPSD|11738451

DS
TO
DRAMAIN
INA STR
GE EET
CB DS
S E WERE FD
0 m mØ N PIP WC
FD
10 DOW LAV
CB
FD 10mmØ TEMP.BARS SPACED 10mmØ TEMP. BARS SPACED
PE @ 0.20m O.C. BOTHWAYS
R PI
@ 0.20m O.C. BOTHWAYS
WC
EWE WERE
MANHOLE MANHOLE MANHOLE
FD
ØS LAV S E
mm mØ N PIP

0.20

0.20
1 0 0 0 m
10 DOW KSK
FD 4"Ø PVC TEE 4"Ø PVC TEE

ANK
4"Ø PVC INLET 4"Ø PVC INLET
IC T
PIPE WATER LEVEL WATER LEVEL PIPE
T
SEP 4" thk CHB w/ 10mmØ
WATER LEVEL 4" thk CHM w/

WERE
10mmØ VERT. BARS
S E VERT. BARS SPACED @ SPACED @ 0.60m O.C.
mØ N PIP

1.80

1.80
2.00 m
0.60m O.C. AND HOR. BARS

2.00m

2.00m
AND HOR. BARS
0 m PLACED @ EVERY 3 LAYERS
10 DOW PLACED @ EVERY 3

1.70

1.70
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
100 5% SLOPE 5% SLOPE 5% SLOPE
BOTHWAYS
mm
Ø SE

0.20

0.20
WER
PIPE
KSK 3-10mmØ CONT. BARS 3-10mmØ CONT. BARS

SECTION SECTION
w/ 8mmØ TIES SPACED W/ 8mmØ TIES SPACED
@ 0.30m O.C. 0.30 0.30 0.30 0.30 @ 0.30m O.C.

ISOMETRIC LAYOUT
S E WERE SEPTIC TANK DETAILS
SEWAGE / DRAINAGE LINE LAYOUT PLAN 0 m mØ N PIP
10 DOW SCALE: NTS
SCALE: 1:75M

O U RCTEER
S WA
CV
M

SHO

WILPE
4"Ø PVC OUTLET PIPE

C LAV
0 m mRP 8.00m
2 RISE WC 0.10 3.00m 0.10 1.60 0.10 3.00m 0.10 4"Ø S-1000PVC INLET
PIPE WITH COVER
10mmØ TEMP. BARS 10mmØ TEMP. BARS
PLACED @ 0.20m O.C. PLACED @ 0.20m O.C.
BOTHWAYS BOTHWAYS
0.10m THK CONCRETE

0.10

0.10

0.10

0.10
SLAB w/ 10mmØ REBARS 0.60m
@ 0.20m O.C. BOTHWAYS
KSK
SHO

1.70m
1.50m

1.70m
1.50
MANHOLE MANHOLE MANHOLE

0.60m
DIGESTIVE CHAMBER DIGESTIVE CHAMBER
LAV WC MANHOLE
LEECHING
HB CHAMBER
4" x 8" x 16" CHB
ISOMETRIC LAYOUT
0.10

0.10

0.10

0.10
COLD WATER LINE LAYOUT
m E
20WmL PIP SCALE: 1:75M
MANHOLE COVER DETAILS
4"Ø PVC 4"Ø PVC
INLET PIPE INLET PIPE
C
C WILPE SCALE: NTS
m P
20mRISER SEPTIC TANK TOP VIEW
KSK SCALE: NTS

L PIPE
CW 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. :
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

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