TABLE OF CONTENTS REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

ARCHITECTURAL
A-1 VICINITY MAP OFFICE OF THE BUILDING OFFICIAL
NORMAL VIEW PERSPECTIVE
SITE DEVELOPMENT PLAN
A-2 GROUND FLOOR PLAN
ROOF PLAN
A-3 FRONT ELEVATION DICTRICT, CITY, MUNICIPALITY
REAR ELEVATION
LEFT ELEVATION
RIGHT ELEVATION
SECTION THRU A-A,B-B
A-4 FLOOR LAYOUT PLAN
REFLECTED CEILING PLAN
A B C D E KITCHEN DETAILS
CEILING DETAILS
VARIES
GLASS/STEEL RAILING DETAIL
2.00 5.00 4.00 3.75 2.20 2.00 A-5 T&B DETAILS
A-6 DOOR WINDOW SCHEDULE
1.00 5.00 7.75 1.00
A-7 FENCE DETAILS

STRUCTURAL LAND USE AND ZONING

S-1 CONSTRUCTION NOTES

3.00

3.00
CONSTRUCTION WORKMANSHIP
S-2 CONSTRUCTION NOTES

4.00
BACKYARD CONSTRUCTION WORKMANSHIP
S-3 FOUNDATION PLAN
STRUCTURAL SECTION
LOWER ROOF FRAMING PLAN

1.00

1.00
W UPPER ROOF FRAMING PLAN
5 S-4 TRUSS SCHEDULE
1 BEAM SCHEDULE DETAILS
COLUMN SCHEDULE
SLAB SCHEDULE
COMMON FOOTING SCHEDULE LINE AND GRADE
D-2 DIRTY BEAM SCHEDULE
T&B KITCHEN
KITCHEN/LAUNDRY TRUSS DETAILS
BEDROOM

4.60
2 D-3
W
3 SERVICE
W

H A L L W A Y / T E R R A C E
D-3

7.05
3 NOOK D-4 D-2
P.R.
STORAGE
ELECTRICAL
CLOSET CLOSET
2
W CLOSET
3 D-3 E-1 GENERAL NOTES
1 P E R S P E C T I V E DINING
D-3 LEGEND AND SYMBOL
SCHEDULE OF LOADS
A-1 SCALE: NTS

12.60
BEDROOM GUEST' LANAI PANEL BOARD DIAGRAM
AREA

VARIES
ARCHITECTURAL

3.85
1 BEDROOM D-4
E-2 GROUND FLOOR LIGHTING LAYOUT
GROUND FLOOR POWER LAYOUT

1.00
W CONCRETE PEDESTAL DETAILS
3
RISER DIAGRAM

3 D-3 LIVING
AREA
W T&B
4

MASTER'S SANITARY

4.15
BEDROOM D-1
D-4

THE SITE

6.40
W
1 TWO CAR
P-1 DETAIL OF FLOOR DRAIN
W.I.C. GARAGE
CEILING CLEAN OUT STRUCTURAL
FLOOR CLEAN OUT
VENT THRU-ROOF DETAILS
4 W
PORCH AIR CHAMBER DETAILS

0.85
1.00
2
DETAIL OF WATER CONNECTION
DETAIL OF AREA DRAIN/CATCH BASIN
5 VERANDA
DETAIL OF SEPTIC TANK

0.85
P-2 GROUND FLOOR SE
ROOF SEWAGE/STORM DRAIN LAYOUT
GROUND FLOOR WATER LINE LAYOUT

4.004.85
P-3 SEWAGE/STORM DRAIN ISOMETRIC LAYOUT
WATER LINE ISOMETRIC LAYOUT

3.00

3.00
LAWN WALKWAY DRIVEWAY

SANITARY

S I D E W A L K

MECHANICAL
1.00 4.80 6.15 4.99 1.02

ELECTRICAL

3 SITE DEVELOPMENT PLAN

2 V I C I N I T Y M A P A-1 SCALE: 1:100MTS
A-1 SCALE: NTS

MECHANICAL

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA VICINITY MAP
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: NORMAL VIEW PERSPECTIVE
SITE DEVELOPMENT PLAN
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
A-1
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 1 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
 A B C D E A B C D E
VARIES 2.00 VARIES 2.00
2.00 5.00 4.00 3.75 2.20 2.00 2.00 5.00 4.00 3.75 2.20 2.00
3.30 1.70 2.75 1.25 1.30 2.45 1.00 5.00 7.75 1.00

3.00

3.00
4.00

4.00

4.00
BACKYARD BACKYARD

1.00

1.00
W W
4 5
UP
1 1 1
2
3
2.70

COMMON COMMON

2.90
D-2 DIRTY DIRTY
T&B KITCHEN T&B KITCHEN
3.90

(4.34 sqm)
(14.22sqm) KITCHEN/LAUNDRY KITCHEN/LAUNDRY
BEDROOM (11.40sqm) BEDROOM
4.60

4.60
4.60

4.60
2 D-3 2
(13.83 sqm) W
3 SERVICE SERVICE
(9.29 sqm)
1.20

W
H A L L W A Y / T E R R A C E

H A L L W A Y / T E R R A C E
D-3

7.05
3 NOOK D-4 D-2
NOOK
P.R. P.R.

1.70
(2.03sqm) STORAGE STORAGE
(3.68 sqm)
0.70

CLOSET CLOSET CLOSET CLOSET

2 2
W
CLOSET
D-3
(9.78 sqm)

3
D-3
3 2 1 DINING DINING

12.60
BEDROOM GUEST'S LANAI BEDROOM GUEST' LANAI
AREA AREA
VARIES

VARIES
3.85

3.85

3.85
(14.02sqm) (9.29 sqm)
1 UP BEDROOM D-4 1 BEDROOM
(13.56sqm) (15.01 sqm)

1.00
W
3

3 D-3 LIVING
3 LIVING
AREA AREA
(15.01 sqm)
2.55

W T&B T&B
4
(4.21 sqm)
MASTER'S MASTER'S
4.15

4.15
BEDROOM D-1 BEDROOM
D-4

5.00
(14.40 sqm)

6.40
W
1 TWO CAR TWO CAR
W.I.C. GARAGE W.I.C. GARAGE
1.60

(36.00sqm)
(2.89 sqm)

4 1 2 3 W
PORCH
(13.82 sqm)
4 PORCH
0.85

0.85
1.00
2

5 5
1.85

VERANDA VERANDA
UP (9.25 sqm) 3

1.00

0.85
2
1

UP UP
4.004.85

4.004.85
4.00
3.00

3.00

3.00

3.00
LAWN WALKWAY DRIVEWAY LAWN WALKWAY DRIVEWAY

S I D E W A L K S I D E W A L K

RAMP
UP

1.80 3.20
2.00 5.00 4.00 5.95 1.00 4.80 6.15 4.99 1.02

1 GROUND FLOOR PLAN 2 R O O F P L A N

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

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA GROUND FLOOR PLAN
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: ROOF PLAN

MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
A-2
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 2 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
 6'' THK. PLASTERED CHB WALL IN PAINTED
FINISH (VERIFY APPROVED COLORS BY
ARCHITECT)
TUBULAR STEEL RAILINGS IN AUTOMOTIVE 6'' THK. PLASTERED CHB WALL IN PAINTED
PAINT FINISH FINISH (VERIFY APPROVED COLORS BY
ACRYLIC SHEET ROOFING IN TUBULAR ARCHITECT)
STEEL FRAMING TUBULAR STEEL RAILINGS IN 150mm THCK CONCRETE LEDGE IN PAINT
AUTOMOTIVE PAINT FINISH
FINISH (VERIFY APPROVED COLORS BY
WALL ACCENT MASONRY (VERIFY APPROVED
ARCHITECT)
DESIGN BY ARCHITECT)
WALL ACCENT MASONRY(VERIFY APPROVED 5mm (GUAGE 24) PRE PAINTED G.I.TILE SPAN
DESIGN BY ARCHITECT) ROOFING

A B C D E 5 4 3 2 1 A B C D E
5.00 4.00 3.75 2.20 4.15 3.85 4.60 5.00 4.00 3.75 2.20

ROOF APEX ROOF APEX

ELEV. ±8.11 ELEV. ±8.11
1.86

1.86
ROOF APEX
F F F ELEV. ±8.11
3.71

3.71

1.86
TOP OF BEAM TOP OF BEAM
ELEV. ± 6.25 ELEV. ± 6.25

3.71
TOP OF BEAM
2.45

2.45
ELEV. ± 6.25
8.11

8.11
TOP OF BEAM TOP OF BEAM
ELEV. ± 4.40 ELEV. ± 4.40

2.45
TOP OF BEAM TOP OF BEAM
ELEV. ± 3.8 ELEV. ± 3.8 SEE TRUSS DETAILS

8.11
TOP OF BEAM
ELEV. ± 4.40
3.20

3.20
TOP OF BEAM
ELEV. ± 3.8
3.20

3.20
OPEN

3.20
SHELVES

OPEN
F SHELVES

3.20
F
UPPER GROUND FFL UPPER GROUND FFL
ELEV. ± 1.20 ELEV. ± 1.20
SPLASHBOARD
1.20

1.20
LOWER GROUND FFL LOWER GROUND FFL
0.60

0.60
ELEV. ± 0.60 ELEV. ± 0.60
DOUBLE SINK
UPPER GROUND FFL
ELEV. ± 1.20
ROAD LEVEL ROAD LEVEL

1.20
ELEV. ±0.00 ELEV. ±0.00 LOWER GROUND FFL

0.60
ELEV. ± 0.60

ROAD LEVEL
ELEV. ±0.00

1 FRONT ELEVATION 2 RIGHT SIDE ELEVATION 3 C R O S S S E C T I O N

A-3 SCALE: 1:100MTS A-3 SCALE: 1:100MTS A-3 SCALE: 1:100MTS

FIBERCEMENT ROOF EAVES IN METAL

FURRING FRAMING
150mm THCK CONCRETE LEDGE IN PAINT
FINISH (VERIFY APPROVED COLORS BY PLAIN CEMENT WALL WITH IN PAINT FINISH
ARCHITECT) (VERIFY APPROVED COLORS BY ARCHITECT)
6'' THK. PLASTERED CHB WALL IN PAINTED 150mm THCK CONCRETE LEDGE IN PAINT
FINISH (VERIFY APPROVED COLORS BY FINISH (VERIFY APPROVED COLORS BY
ARCHITECT) ARCHITECT)
5mm (GUAGE 24) PRE PAINTED G.I.TILE SPAN
5mm (GUAGE 24) PRE PAINTED G.I.TILE SPAN
ROOFING
ROOFING
6MM THK. CLEAR GLASS ON POWDER COATED 6MM THK. CLEAR GLASS ON POWDER COATED
ALUMINUM FRAMING ALUMINUM FRAMING

E D C B A 1 2 3 4 5 5 4 3 2 1
2.20 3.75 4.00 5.00 4.60 3.85 4.15 4.15 3.85 4.60

ROOF APEX ROOF APEX

ELEV. ±8.11 ELEV. ±8.11
1.86

1.86

ROOF APEX
ELEV. ±8.11
3.71

3.71

1.86
TOP OF BEAM TOP OF BEAM
ELEV. ± 6.25 ELEV. ± 6.25

F F F

3.71
TOP OF BEAM
2.45

2.45

ELEV. ± 6.25
8.11

8.11

TOP OF BEAM TOP OF BEAM

ELEV. ± 4.40 ELEV. ± 4.40

2.45
TOP OF BEAM TOP OF BEAM
ELEV. ± 3.8 ELEV. ± 3.8 SEE TRUSS DETAILS

8.11
TOP OF BEAM
ELEV. ± 4.40
3.20

3.20

TOP OF BEAM
ELEV. ± 3.8
F
3.20

3.20

3.20
RANGEHOOD

3.20
UPPER GROUND FFL UPPER GROUND FFL
ELEV. ± 1.20 ELEV. ± 1.20
1.20

1.20

LOWER GROUND FFL LOWER GROUND FFL

0.60

0.60

ELEV. ± 0.60 ELEV. ± 0.60

UPPER GROUND FFL
ELEV. ± 1.20
ROAD LEVEL ROAD LEVEL

1.20
ELEV. ±0.00 ELEV. ±0.00 LOWER GROUND FFL

0.60
ELEV. ± 0.60

ROAD LEVEL
ELEV. ±0.00

4 R E A R E L E V A T I O N 5 LEFT SIDE ELEVATION 6 LONGITUDINAL SECTION

A-3 SCALE: 1:100MTS A-3 SCALE: 1:100MTS A-3 SCALE: 1:100MTS

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA FRONT ELEVATION
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: REAR ELEVATION
LEFT ELEVATION
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
RIGHT ELEVATION
SECTION THRU A-A,B-B A-3
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 3 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
 BACKYARD BACKYARD

0.100.10
CF-3
COMMON COMMON

0.20
T&B CF-1 T&B
9MM THK. GYPSUM BOARD ON PAINT FINISH
DIRTY FF- 02 FF- 01 DIRTY
BEDROOM 2 KITCHEN KITCHEN/LAUNDRY BEDROOM 2 KITCHEN KITCHEN/LAUNDRY HANGER ROD
CF-1 9MM THK. GYPSUM BOARD ON PAINT
CF-2 FF- 03
1" X 2" METAL FURRING FINISH
STRIP LIGHT HANGER ROD
CF-2 CARRYING CHANNEL WITH W-CLIP
SERVICE SERVICE 1" X 2" METAL FURRING

H A L L W A Y / T E R R A C E

H A L L W A Y / T E R R A C E
FF- 02
0.05 PIN LIGHT
CF-3

NOOK
PL
CF-1 NOOK 0.15 (LIGHTING FIXTURE) CARRYING CHANNEL WITH W-CLIP
P.R. STORAGE P.R. STORAGE 0.60 VARIES
FF- 02 FF- 02 WALL ANGLE
CLOSET CF-2 CLOSET
CEILING BLOW UP DETAILS
PL
CLOSET CLOSET
FF- 01 4
DINING DINING A-4 SCALE: 1:25MTS
CF-3

AREA AREA
PL FF- 03 50MM X 50MM X 1.5MMTHK TUBULAR STEEL
GUEST' BEDROOM GUEST' BEDROOM FRAME ON AUTOMOTIVE PAINT FINISH
BEDROOM 1 CF-2 CF-2 CF-2 FF- 03
FULLY WELD TO 150mm VERTICAL PIPE
LANAI BEDROOM 1 LANAI
FF- 03
FF- 02

CF-3
CF-2 25X25X1.5mm HOR. TUBULAR
PL
25X25X1.5mm VERTICAL TUBULAR STEEL STEEL @ 100mm O.C.
CF-2 25X25X1.5mm VERTICAL TUBULAR
CF-3

STEEL
25X25X1.5mm HOR. TUBULAR STEEL @
3-8mm DYNABOLT
FF- 01
100mm O.C.
LIVING LIVING
AREA AREA 50mmX6mm FLAT BAR EMBEDDED
T&B T&B SPOT DETAILS TO CONCRETE SLAB
CF-1 CF-4 CONCRETE SLAB

MASTER'S BEDROOM MASTER'S BEDROOM

FF- 03

CF-2

TWO CAR GARAGE TWO CAR GARAGE

W.I.C. CF-1 W.I.C. FF- 04

FF- 03
CF-2

PORCH PORCH
5 STEEL RAILING BLOW UP DETAILS
CF-1 FF- 02 A-4 SCALE: 1:25MTS

VERANDA VERANDA
FF- 02

1.05 1.20 1.20

STANDOFF 20MM
THK TEMPERED
CLEAR GLASS
RAILING

LAWN WALKWAY DRIVEWAY LAWN WALKWAY DRIVEWAY

FF- 04 FF- 04
FLOOR MOUNTED
ALUMINUM

1.00
U-CHANNEL RAILING
FENCE CLAMP GLASS
BALCONY FITTINGS
FRAMELESS GLASS
S I D E W A L K S I D E W A L K

0.10
LEGEND :
CENTER LIGHT (PROVISION ONLY)
3.5 MM THK. FIBER CEMENT BOARD ON 19MM x 50 MM DOUBLE FLOOR FINISH LEGEND
CF-1 FURRING SPACED @ 0.60 m O.C B.W & CARRYING CHANNEL
4" ROUND PINLIGHT, 15W ( WITHOUT GLASS) (FINISHES AS PER ARE DESIGNER APPROVAL) SEE DETAIL.

9MM THK. GYPSUM BOARD ON

19MM x 50 MM DOUBLE FURRING SPACED @ 0.60 m O.C B.W
ITEM CODE: MATERIALS SPECIFICATION & DIMENSION
4" SOFFIT MOUNTED ROUND PINLIGHT, 15W CF-2 & CARRYING CHANNEL (FINISHES AS PER ARE DESIGNER
SM APPROVAL) SEE DETAIL.

4" ROUND PINLIGHT, 5W (WITH

GLASS) CF-3
SLAB SOFFIT CEILING, PAINTED FINISH USE SEMI GLOSS LATEX
(VERIFY WITH DESIGNER FINAL COLOR SWATCH PRIOR TO
F01 60CM X 120CM DOUBLE GLAZED PORCELAIN TILES
APPLICATION)
6" SQUARE PINLIGHT, F02 60CM X 60CM NON-SKID HOMOGENEOUS TILES
PVC CEILING PANEL

PROVISION FOR DROP LIGHT

CF-4 F03 20CMX122CM LAMINATED WOOD FLOORING
F04 SQUARE STAMP PLAIN CEMENT FLOOR FINISH

1 REFLECTED CEILING PLAN 2 FLOOR LAYOUT PLAN 6 GLASS RAILING BLOW UP DETAILS
A-4 SCALE: 1:100MTS A-4 SCALE: 1:100MTS
A-4 SCALE: 1:25MTS

3.80 2.85
2.80 3.80 9MM THK. GYPSUM BOARD ON 9MM THK. GYPSUM BOARD ON
0.60 0.46 0.88 0.86 0.40 0.71 0.40 0.40 0.45 0.45 0.48 0.48 0.05 19MM x 50 MM DOUBLE FURRING SPACED 0.05 0.48 0.47 1.00 0.45 0.40 19MM x 50 MM DOUBLE FURRING SPACED
25mm MARINE BOARD OPEN SHELVES @ 0.60 m O.C B.W & CARRYING CHANNEL @ 0.60 m O.C B.W & CARRYING CHANNEL
0.40 0.71 0.80 0.89 1.00 (FINISHES AS PER ARE DESIGNER (FINISHES AS PER ARE DESIGNER
GRANITE COUNTERTOP IN 18mm THK
MARINE BOARD APPROVAL) SEE DETAIL. APPROVAL) SEE DETAIL.
18mm MACHINE PRESS LAMINATE BOARD
0.62

(VERIFY APPROVED SAMPLE BY (VERIFY APPROVED DESIGN SAMPLE ) OPEN

SHELVES
GRANITE SPLASH BOARD(VERIFY OPEN
SHELVES 25mm MARINE BOARD OPEN SHELVES

0.90

0.90
APPROVED DESIGN SAMPLE )
0.40

ARCHITECT) OPEN C.O

OPEN OPEN
RAMIV

SHELVES
SHELVES SHELVES GRANITE SPLASH BOARD(VERIFY
0.36

1.50
GRANITE SPLASH BOARD(VERIFY APPROVED DESIGN SAMPLE )
0.45

OPEN RANGEHOOD
F APPROVED DESIGN SAMPLE ) SHELVES
GRANITE COUNTERTOP IN 18mm THK

0.35

0.35
GRANITE COUNTERTOP IN 18mm THK OPEN MARINE BOARD(VERIFY APPROVED DESIGN
0.80

SHELVES
SPLASHBOARD MARINE BOARD((VERIFY APPROVED SPLASHBOARD SAMPLE )
C.O
DESIGN SAMPLE )

0.60

0.60
1.00

RAMIV RAMIV
3.48

2.85

DRAWER
18mm MACHINE PRESS LAMINATE BOARD 18mm MACHINE PRESS LAMINATE BOARD
A A (VERIFY APPROVED DESIGN SAMPLE ) COOKTOP (VERIFY APPROVED DESIGN SAMPLE )
0.53

DOUBLE SINK
DRAWER

1.20
B B

0.85

0.85
RAMIV
C.O DRAWER
0.55

RAMIV
1.00
0.62

0.65 0.43 0.43 0.43 0.43 0.43 1.00 0.60 0.05 0.50 1.35 0.350.05 0.55

BASE CABINET BLOW-UP PLAN OVER-HEAD CABINET BLOW-UP PLAN

KITCHEN BLOW UP PLAN ELEVATION THRU-A ELEVATION THRU-B
3 KITCHEN BLOW UP PLAN
A-4 SCALE: 1:100MTS

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA FLOOR LAYOUT PLAN
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: REFLECTED CEILING PLAN
KITCHEN DETAILS
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
CEILING DETAILS
GLASS/STEEL RAILING DETAIL A-4
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 4 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
1 TOILET BLOW DETAILS 1.25 1.50 1.40 1.50

A-5 SCALE: 1:50MTS 0.32 0.60 0.32 0.45 0.60 0.45 0.20 1.00 0.20 0.20 0.70 0.60
1.10 0.20

0.32
0.57 3.5MM THK. PAINTED 3.5MM THK. PAINTED 3.5MM THK. PAINTED

varies

varies

varies

varies

varies
HARDIFLEX LITE HARDIFLEX LITE HARDIFLEX LITE
60X60CM NON-SKID FLOOR
BOARD OR EQUIVALENT BOARD OR EQUIVALENT BOARD OR EQUIVALENT
TILES(VERIFY APPROVED
ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM
DESIGN SAMPLE )

HCG OR AMERICAN STANDARD

0.30

0.30

0.30

0.30
0.45
WATER CLOSET
0.71

30X60CM WALL TILES 30X60CM WALL TILES

(VERIFY APPROVED DESIGN MARINE FLASH DOOR IN
(VERIFY APPROVED DESIGN
SAMPLE ) 30X60CM WALL TILES DUCCO VARNIS FINISH
VANITY CABINET WITH HAND SAMPLE )

0.60
1.50

1.50
(VERIFY APPROVED DESIGN 30X60CM WALL TILES
GRAB MECHANISM ON

1.60

1.60

1.60
SAMPLE ) (VERIFY APPROVED DESIGN
GRANITE COUNTERTOP.
0.60

SAMPLE )
VANITY CABINET WITH HAND HCG OR AMERICAN STANDARD HCG OR AMERICAN STANDARD

2.40

2.40

2.40

2.40

2.40

2.40
0.45
GRAB MECHANISM ON WATER CLOSET WATER CLOSET
0.20

GRANITE COUNTERTOP.

2.10

2.10

2.10

2.10
VANITY CABINET WITH HAND
GRAB MECHANISM ON
VANITY CABINET WITH HAND GRANITE COUNTERTOP.
A HCG OR AMERICAN STANDARD
GRAB MECHANISM ON
WATER CLOSET
D B 1.25 GRANITE COUNTERTOP.

0.85

0.85

0.85
C
GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE

POWDER ROOM ELEVATION THRU-A ELEVATION THRU-B ELEVATION THRU-C ELEVATION THRU-D

1.50 1.50
0.43 0.60 0.49 0.20 2.10 0.10 0.16 0.80 0.56 0.10 2.10 0.20
0.40 0.65 1.35
1.50
0.45 0.60 0.45
VARIES

VARIES
3.5MM THK. PAINTED 3.5MM THK. PAINTED 3.5MM THK. PAINTED 3.5MM THK. PAINTED

varies

varies
0.80
HARDIFLEX LITE HARDIFLEX LITE HARDIFLEX LITE HARDIFLEX LITE
BOARD OR EQUIVALENT BOARD OR EQUIVALENT BOARD OR EQUIVALENT BOARD OR EQUIVALENT
60X60CM NON-SKID FLOOR
ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM
TILES(VERIFY APPROVED 3 in 1 STAINLESS STEEL 3 in 1 STAINLESS STEEL
DESIGN SAMPLE ) 3 in 1 STAINLESS STEEL
SHOWER SET SHOWER SET SHOWER SET
0.90

A
30X60CM WALL TILES
1.35

MARINE FLASH DOOR IN

D B (VERIFY APPROVED DESIGN

0.60
30X60CM WALL TILES DUCCO VARNIS FINISH 30X60CM WALL TILES
HCG OR AMERICAN STANDARD SAMPLE )
(VERIFY APPROVED DESIGN (VERIFY APPROVED DESIGN
C WATER CLOSET
SAMPLE )
30X60CM WALL TILES
SAMPLE )
0.45

(VERIFY APPROVED DESIGN

2.40

0.95
SAMPLE )
HCG OR AMERICAN STANDARD VANITY CABINET WITH HAND HCG OR AMERICAN STANDARD
2.40
2.40

2.40

2.40

2.40
2.40

2.40

2.40
VANITY CABINET WITH HAND WATER CLOSET GRAB MECHANISM ON WATER CLOSET
0.40 0.23 0.42

2.10

2.10
GRAB MECHANISM ON VANITY CABINET WITH HAND GRANITE COUNTERTOP.
0.65

GRANITE COUNTERTOP. GRAB MECHANISM ON

GRANITE COUNTERTOP. VANITY CABINET WITH HAND

1.63
GRAB MECHANISM ON
HCG OR AMERICAN STANDARD
GRANITE COUNTERTOP.
0.95

0.95
WATER CLOSET
0.40

1.00
0.85

0.85

0.85
GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE
0.05

0.36 1.19

0.55 0.80 0.20

COMMON T&B
ELEVATION THRU-A ELEVATION THRU-B ELEVATION THRU-C ELEVATION THRU-D

1.50 1.50
0.43 0.60 0.49 0.20 2.10 0.10 0.16 0.80 0.56 0.10 2.10 0.20
0.40 0.65 1.35
1.50
VARIES

VARIES
3.5MM THK. PAINTED 3.5MM THK. PAINTED 3.5MM THK. PAINTED 3.5MM THK. PAINTED
varies

varies
0.80
HARDIFLEX LITE HARDIFLEX LITE HARDIFLEX LITE HARDIFLEX LITE
BOARD OR EQUIVALENT BOARD OR EQUIVALENT BOARD OR EQUIVALENT BOARD OR EQUIVALENT
60X60CM NON-SKID FLOOR
ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM ON A METAL FURRING SYSTEM
TILES(VERIFY APPROVED 3 in 1 STAINLESS STEEL 3 in 1 STAINLESS STEEL
DESIGN SAMPLE ) 3 in 1 STAINLESS STEEL
SHOWER SET SHOWER SET SHOWER SET
0.90

A
30X60CM WALL TILES
1.35

MARINE FLASH DOOR IN

D B (VERIFY APPROVED DESIGN
0.60

30X60CM WALL TILES DUCCO VARNIS FINISH 30X60CM WALL TILES

HCG OR AMERICAN STANDARD SAMPLE )
(VERIFY APPROVED DESIGN (VERIFY APPROVED DESIGN
C WATER CLOSET
SAMPLE )
30X60CM WALL TILES
SAMPLE )
0.45

(VERIFY APPROVED DESIGN

2.40

0.95
SAMPLE )
HCG OR AMERICAN STANDARD VANITY CABINET WITH HAND HCG OR AMERICAN STANDARD
2.40
2.40

2.40

2.40

2.40
2.40

2.40

2.40
VANITY CABINET WITH HAND WATER CLOSET GRAB MECHANISM ON WATER CLOSET
0.40 0.23 0.42

2.10

2.10
GRAB MECHANISM ON GRANITE COUNTERTOP.
0.65

GRANITE COUNTERTOP.
VANITY CABINET WITH HAND VANITY CABINET WITH HAND
1.63

GRAB MECHANISM ON GRAB MECHANISM ON

HCG OR AMERICAN STANDARD
GRANITE COUNTERTOP. GRANITE COUNTERTOP.
0.95

0.95
WATER CLOSET
0.40

1.00
0.85

0.85

0.85
GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE GROUND FLOOR FIN. LINE
0.05

0.36 1.19

0.55 0.80 0.20

MASTER T&B ELEVATION THRU-A ELEVATION THRU-B ELEVATION THRU-C ELEVATION THRU-D

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA T&B DETAILS
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE:
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
A-5
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 5 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
 0.90
2.30
0.80 0.80 0.70 0.81 0.79 0.70

1.40

1.40

1.09
1.10

1.10

1.10

1.10

1.10
2.40

2.40

2.10

2.10

2.10

2.10

2.10

2.10

2.10

2.10
F

1.01
1.00

1.00

1.00

1.00

1.00

1.00

1.00
FFL FFL FFL FFL FFL

DOOR JAMB: 6''X2''MAHOGANY OR TANGUILE FOR DOOR JAMB: 6''X2''MAHOGANY OR TANGUILE FOR DOOR JAMB: 4''X2''MAHOGANY OR TANGUILE FOR DOOR JAMB: 4''X2''MAHOGANY OR TANGUILE FOR 6MM THK. CLEAR GLASS ON POWDER COATED
INTERIOR DOORs INTERIOR DOORs INTERIOR DOORs INTERIOR DOORs ALUMINUM FRAMING (BLACK)

MARK D-01 MARK D-02 MARK D-03 MARK D-04 MARK D-05
TYPE SOLID PANEL DOOR TYPE SOLID PANEL DOOR TYPE SOLID PANEL DOOR TYPE MARINE FLUSH DOOR TYPE SLIDING / FIXED DOOR

FINISHES DUCCO VARNISHED FINISH FINISHES DUCCO VARNISHED FINISH FINISHES DUCCO VARNISHED FINISH FINISHES DUCCO VARNISHED FINISH FINISHES ALUMINUM FRAMING WITH SCREEN

HINGES
4 PCS.- 3 1/2 X 3 1/2 STAINLESS BUTTERFLY
HINGES
HINGES
4 PCS.- 3 1/2 X 3 1/2 STAINLESS BUTTERFLY
HINGES
HINGES
4 PCS.- 3 1/2 X 3 1/2 STAINLESS BUTTERFLY
HINGES
HINGES
4 PCS.- 3 1/2 X 3 1/2 STAINLESS BUTTERFLY
HINGES
HINGES N/A 2 FLOOR FINISHED ELEVATION DETAIL
LOCKSET LEVER TYPE DOOR HANDLE
LOCKSET LEVER TYPE DOOR HANDLE
LOCKSET LEVER TYPE DOOR HANDLE
LOCKSET LEVER TYPE DOOR HANDLE
LOCKSET SLIDING DOOR LATCH/LOCKSET
A-4 SCALE: NTS
IN SATIN FINISH LOCKSET IN SATIN FINISH LOCKSET IN SATIN FINISH LOCKSET IN SATIN FINISH LOCKSET
OVERHEAD BOT AND OVERHEAD BOT AND OVERHEAD BOT AND OVERHEAD BOT AND OVERHEAD BOT AND
FOOT BOLT N/A FOOT BOLT N/A FOOT BOLT N/A FOOT BOLT N/A FOOT BOLT N/A

LOCATION MAIN DOOR LOCATION SERVICE AREA/STORAGE LOCATION BEDROOMS LOCATION ALL TOILET AND BATH LOCATION LOUNGE
REQUIRED 1 SETS REQUIRED 2 SETS REQUIRED 4 SETS REQUIRED 3 SETS REQUIRED 1 SET

1 D O O R S C H E D U L E
A-6 SCALE: 1:50MTS

3 FLOOR FINISHED ELEVATION DETAIL

A-4 SCALE: NTS

1.60 1.80 0.80 0.60

3.45
0.80 0.80 0.90 0.90
0.81 1.15 1.15 1.15

0.60

0.60
F

0.60
F F F
1.80

1.20
2.40

0.60
1.80

1.80
2.10

2.10

2.10

2.10

VARIES
1.50

0.90
0.60

0.30

0.30

FFL FFL FFL FFL FFL FFL

6MM THK. CLEAR GLASS ON POWDER COATED 6MM THK. CLEAR GLASS ON POWDER COATED 6MM THK. CLEAR GLASS ON POWDER COATED 6MM THK. CLEAR GLASS ON POWDER COATED 6MM THK. CLEAR GLASS ON POWDER COATED 6MM THK. CLEAR GLASS ON POWDER COATED
ALUMINUM FRAMING (BLACK) ALUMINUM FRAMING (BLACK) ALUMINUM FRAMING (BLACK) ALUMINUM FRAMING (BLACK) ALUMINUM FRAMING (BLACK) ALUMINUM FRAMING (BLACK)

MARK W-01 MARK W-02 MARK W-03 MARK W-04 MARK W-05 MARK W-06
SLIDING WINDOW SLIDING WINDOW AWNING AND FIXED GLASS WINDOW AWNING WINDOW SLIDING AND FIXED GLASS WINDOW FIXED GLASS WINDOW
TYPE IN ALUMINUM FRAMING WITH SCREEN
TYPE IN ALUMINUM FRAMING WITH SCREEN
TYPE IN ALUMINUM FRAMING WITH SCREEN
TYPE IN ALUMINUM FRAMING WITH SCREEN
TYPE IN ALUMINUM FRAMING WITH SCREEN
TYPE IN ALUMINUM FRAMING WITH SCREEN
LOCKSET SLIDING WINDOW LOCKSET LOCKSET SLIDING WINDOW LOCKSET LOCKSET AWNING WINDOW LOCKSET LOCKSET AWNING WINDOW LOCKSET LOCKSET SLIDE UP WINDOW LOCKSET LOCKSET --

LOCATION LIVING AREA LOCATION MASTER BEDROOMS LOCATION BEDROOMS LOCATION ALL TOILETS LOCATION KITCHEN LOCATION KITCHEN

REQUIRED 1 SETS REQUIRED 1 SETS REQUIRED 4 SETS REQUIRED 3 SETS REQUIRED 1 SET REQUIRED 1 SET

2 WINDOW SCHEDULE
A-6 SCALE: 1:50MTS

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA DOOR WINDOW SCHEDULE
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE:
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
A-6
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 6 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
 VARIES 0.25 1.24 0.25 5.75 0.25

0.02 1.20 0.25 1.41 0.02 1.41 0.02 1.41 0.02 1.41 0.02
0.02 0.02
BLOW UP DETAILS 1 BLOW UP DETAILS 2

0.20
1.70
0.05
1 F E C E D E T A I L S
A-7 SCALE: 1:25MTS

1.24 0.25 0.02 1.41 0.02 1.41 0.02 0.25

0.02 1.20 0.25

0.02
4 SETS-HEAVY DUTY PILLOW BLOCK (UCP 205)
0.20

2 SETS-HEAVY DUTY PILLOW BLOCK (UCP 205) 3SETS -25mmØ X5" BARREL TYPE HEAVY DUTY
CYLINDRICAL HINGES

25X25X1.5mm HOR. TUBULAR STEEL @ 100mm O.C. 25X25X1.5mm HOR. TUBULAR STEEL @ 100mm O.C.

25X25X1.5mm VERTICAL TUBULAR STEEL

25X25X1.5mm VERTICAL TUBULAR STEEL

20mmØ ROUND BAR

1.70

BARREL BOLT W/ METAL BARREL CASE FULLY WELDED

TO TUBULAR,
138MM WIDTH X 22MM THK. WOOD COMPOSITE PANEL MATCH TO BARREL DIA.

50X500X1.5mm TUBULAR STEELFRAMING

50X500X1.5mm TUBULAR STEELFRAMING

16mmØ ROUND BAR

BARREL BOLT W/ METAL BARREL CASE FULLY WELDED
TO TUBULAR,
0.05

MATCH TO BARREL DIA.

2 BLOW UP DETAILS 1 3 BLOW UP DETAILS 2

A-7 SCALE: 1:20MTS A-7 SCALE: 1:20MTS
25mmØ SOLID STEEL SHAFT
2SET -HEAVY DUTY PILLOW
COLUMN( SEE COLUMN BLOCK 50X50X1.5mm TUBULAR
SCHED.) (ucp 205) STEEL
2PCS -25mmØ X5" BARREL 50X100X1.5mm TUBULAR HEAVY DUTY PILLOW
50X25X1.5mm TUBULAR 20 16mmØ ROUND BAR
TYPE HEAVY DUTY STEEL BLOCK(ucp 205)
STEEL BARREL BOLT
20 CYLINDRICAL HINGES METAL BARREL CASE FULLY 50X50X1.5mm TUBULAR
2-50X25X6mmFALTBAR
50X50X1.5mm TUBULAR WELDED TO TUBULAR, STEEL 50X50X1.5mm TUBULAR PROVIDE PEG HOLE
3sets -25mmØ X5" BARREL MATCH TO BARREL ATLEAST 100mm DEPTH
STEEL STEEL
TYPE HEAVY DUTY DIAMETER FROM CONCRETE SURFACE
EXTERIOR CYLINDRICAL HINGES 20mmØ ROUND BAR C1 EXTERIOR M10 BOLT WITH NUT
BARREL BOLT

4 CONNECTION DETAILS
A-7 SCALE: NTS

ARCHITECT: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: 0036966 REVISION-DATE DRAWN BY: SHEET NO.:
M NA FENCE DETAILS
MARLON PTR NO.: 7034542D
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE:
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
MEDINA MARLON, M
ARCHITECT
PLACE:
DATE:
QUEZON CITY
01-21-2025
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
A-7
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 346-518-724-000 4 REVISION BY: 7 OF 7 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
IAPOA NO.: SCALE: AS SHOWN
GENERAL NOTES:

1. ALL ELECTRICAL WORKS INDICATED HEREIN SHALL BE 12. WHENEVER NECESSARY PULL BOXES SHALL BE CKT DEVICES LOAD AMPERES MCCB RATING
LOAD DESCRIPTION WIRES & CONDUIT
DONE IN ACCORDANCE WITH THE LATEST ISSUE OF THE PROVIDED EVEN IF NOT INDICATED IN PLANS. NO.
C.O. L.O. SW VA AB POLE AT AF TYPE
PHILIPPINE ELECTRICAL CODE, THE LAWS AND
13. 100mm x 100mm OCTAGONAL BOXES SHALL BE 1 LIGHTING OUTLET 0 15 3 1500 6.52 2 15 50 BOLT-ON 2- 2.0 mm² THHN wire in a 15 mm Ø PVC pipe FOR FEEDER LINE :
ORDINANCES OF THE LOCAL CODE ENFORCING 39,060 VA @ 80% D.F. + 25%(3700 VA)
INSTALLED AT CEILING TO BE USED AS TAPPING POINT I TOTAL=
AUTHORITIES, AND THE TECHNICAL SPECIFICATIONS 2 LIGHTING OUTLET 0 11 4 1100 4.78 2 15 50 BOLT-ON 2- 2.0 mm² THHN wire in a 15 mm Ø PVC pipe 230 V
FOR CONDUCTORS LEADING TO THE LIGHTING I TOTAL = 139.28AMPERES / 150 A
FOR ELECTRICAL WORKS OF THIS PROJECT. 3 LIGHTING OUTLET 0 7 2 700 3.04 2 15 50 BOLT-ON 2- 2.0 mm² THHN wire in a 15 mm Ø PVC pipe
FIXTURES.
2. POWER SOURCE SHALL BE 230V, 1Ø, 2W + GW, 60HZ. 4 LIGHTING OUTLET 0 14 5 1400 6.09 2 15 50 BOLT-ON 2- 2.0 mm² THHN wire in a 15 mm Ø PVC pipe SERVICE FEEDER :
14. ALL RECEPTACLES SHALL BE OF THE GROUNDING TYPE. USE: 2 - 50 mm² THHN CU. WIRE
3. ALL INSTALLATIONS SHALL BE CONCEALED FROM VIEW 5 LIGHTING OUTLET 0 9 5 900 3.91 2 15 50 BOLT-ON 2- 2.0 mm² THHN wire in a 15 mm Ø PVC pipe
1 - 22 mm² THW CU. WIRE in 50 mm Dia. PVC
15. GROUND ALL EXPOSED NON-CURRENT-CARRYING
BY INSTALLING CONDUCTORS IN P.V.C. EMBEDDED IN 6 CONVENIENCE OUTLET 9 0 0 1620 7.04 2 20 50 BOLT-ON 2- 3.5 mm² THHN wire in a 15 mm Ø PVC pipe
METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC ENCLOSURE : NEMA
CONCRETE OR INSTALLED ABOVE DROPPED CEILING BY MOUNTING : SURFACE
RACEWAY SYSTEMS AND NEUTRAL CONDUCTOR OF 7 CONVENIENCE OUTLET 10 0 0 1800 7.83 2 20 50 BOLT-ON 2- 3.5 mm² THHN wire in a 15 mm Ø PVC pipe
HANGERS OR CEILING TRAPEZE, OR BY CLAMPING THE MAIN : 150 AT, 2P, 230 V CIRCUIT BREAKER
WIRING SYSTEM. 8 CONVENIENCE OUTLET 8 0 0 1440 6.26 2 20 50 BOLT-ON 2- 3.5 mm² THHN wire in a 15 mm Ø PVC pipe
CONDUITS UNDER THE SLAB. EXPOSED CONDUIT WORK
SHALL USE R.S.C. 16. PROVIDE AN INSULATED, GREEN - COLORED EQUIPMENT 9 REF 1 0 0 3000 13.04 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe

GROUNDING CONDUCTORS IN ALL FEEDERS AND

4. MINIMUM SIZE OF CONDUCTORS WHEN NOT INDICATED 10 RANGE, CH OUTLET 2 0 0 3700 16.09 2 40 50 BOLT-ON 2- 8.0 mm² and 1- 3.5 mm² THHN wire in a 20 mm Ø PVC pipe
BRANCH CIRCUITS.
IN THE DRAWINGS SHALL BE 2.0mmØ TYPE TW. 11 RANGE, CH OUTLET 2 0 0 3700 16.09 2 40 50 BOLT-ON 2- 8.0 mm² and 1- 3.5 mm² THHN wire in a 20 mm Ø PVC pipe
17. ALL PANEL BOARD SHALL BE PROVIDED WITH
12 WASHING MACHINE 1 0 0 1400 6.09 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
5. MINIMUM SIZE OF CONDUITS TO BE USED SHALL BE GROUNDING TERMINALS.
15mm (12") NOMINAL DIAMETER. 18. CIRCUIT BREAKERS SHALL BE BOLT - ON TYPE AND OF
13 SPLIT-TYPE ACU UNIT(LIVING AREA) 1 0 0 1800 7.83 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe

THE MAGNETIC - THERMAL TYPE COMMON TRIP WITH 14 SPLIT-TYPE ACU UNIT(DINING AREA) 1 0 0 1800 7.83 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
6. WHEN THE RUN FROM A PANEL BOARD TO THE FIRST
THE RATINGS AND NUMBER OF POLES AS INDICATED IN SPLIT-TYPE ACU UNIT(MASTER
OUTLET OF A LIGHTING BRANCH CIRCUIT EXCEEDS 15
BEDROOM) 1 0 0 1800 7.83 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
THE DRAWINGS.
15.2m, AT LEAST ONE SIZE LARGER OF THE WIRE SHALL SPLIT-TYPE ACU UNIT(MASTER
16
BEDROOM) 1 0 0 1800 7.83 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
BE USED. 19. ALL MOLDED CASE CIRCUIT BREAKERS FOR MOTOR
SHALL BE INDUSTRIAL TYPE. 17 SPLIT-TYPE ACU UNIT( BEDROOM) 1 0 0 1800 7.83 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
7. WHEN THE RUN FROM A PANEL BOARD TO THE FIRST
20. THE ELECTRICAL CONTRACTOR SHALL SUBMIT A 18 SPLIT-TYPE ACU UNIT(BEDROOM) 1 0 0 1800 7.83 2 30 50 BOLT-ON 2- 5.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
OUTLET OF A CONVENIENCE OUTLET CIRCUIT EXCEEDS
SAMPLE OF ANY ITEM THAT HE INTENDS TO INSTALL OR
30.5m, 5.5mm / 2.6mmØ WIRE OR LARGER SHALL BE 19 MASTER'S WATER HEATER UNIT 2 0 0 3000 16.30 2 20 50 BOLT-ON 2- 3.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe
USE IN THIS PROJECT TO THE ARCHITECT / ENGINEER
USED.
FOR APPROVAL. 20 COMMON T&B WATER HEATER UNIT 2 0 0 3000 16.30 2 20 50 BOLT-ON 2- 3.5 mm² and 1- 2.0 mm² THHN wire in a 20 mm Ø PVC pipe

8. MINIMUM SIZE OF CONDUIT FOR INTERCOM AND CABLE 21 SPARE

21. COMPLETED WIRING SYSTEMS SHALL BE TESTED FOR
TV SYSTEMS SHALL BE 20mmØ. 176.347
INSULATION RESISTANCE. THE TEST SHOULD BE MADE TOTAL 43 56 19 39060
826
9. ONLY HIGH POWER FACTOR BALLAST SHALL BE USED WITH A MEGGER WITH ALL SWITCHBOARDS, PANEL
FOR FLUORESCENT LAMP LIGHTING FIXTURE. BOARDS, SWITCHES, AND OVER - CURRENT DEVICES IN
PLACE.
3 L O A D S C H E D U L E
10. FOR EACH SPARE BRANCH CIRCUIT BREAKER IN PANEL E-1 SCALE: NTS

BOARD, PROVIDE THE CORRESPONDING EMPTY 22. ALL ELECTRICAL WORKS SHALL BE DONE UNDER THE
CONDUIT TERMINATING IN 100mm DEEP TYPE SQUARE DIRECT AND IMMEDIATE SUPERVISION OF DULY
BOX WITH COVER UNDER THE QUALIFIED LICENSED ELECTRICAL ENGINEER OR
DETAIL OF PB-1 150AT
2P, 230v
SLAB OR ABOVE DROPPED CEILING. MASTER ELECTRICIAN.

LIGHTING OUTLET LIGHTING OUTLET

11. REFER TO TABLE 12.1.1.3(a) OF THE PHILIPPINES
ELECTRICAL CODE FOR PROPER CONDUIT SIZES
LIGHTING OUTLET LIGHTING OUTLET
CONTAINING CONDUCTORS WHEN SUCH ARE NOT
INDICATED IN THE DRAWINGS.
LIGHTING OUTLET CONVENIENCE OUTLET
1 G E N E R A L N O T E S
E-1 SCALE: NTS CONVENIENCE OUTLET CONVENIENCE OUTLET
LEGENDS :
CENTER LIGHT (PROVISION ONLY) REFRIGERATOR RANGE HOOD,RANGE
CO DUPLEX CONV. OUTLET
EXHAUST-FAN OUTLET
CL
CH COUNTER HEIGHT CONV. OUTLET SD SMOKE DETECTOR RANGE HOOD,RANGE WASHING MACHINE
PL PENDANT LIGHT (PROVISION ONLY) WP
WEATHERPROOF CONV. OUTLET
4" ROUND PINLIGHT, 15W (CODE: 1721 WH WATER HEATER OUTLET ACU ACU OUTLET 1 HP SPLIT TYPE AC 1 HP SPLIT TYPE AC
WITHOUT GLASS)

4" SOFFIT MOUNTED ROUND PINLIGHT, 15W

REF REFRIGERATOR OUTLET CATV CABLE TV OUTLET
1 HP SPLIT TYPE AC 1 HP SPLIT TYPE AC
SM (CODE: PLITE 03001 WHITE) RANGE OUTLET
R TEL TELEPHONE OUTLET
1 HP SPLIT TYPE AC 1 HP SPLIT TYPE AC
UL ROUND UPLIGHT RH RANGEHOOD OUTLET

6" SQUARE PINLIGHT, 15W (CODE: 3781)

M KILOWATTHOUR METER
WATER HEATER
S1 ONE-GANG SWITCH
MAIN PANELBOARD
WATER HEATER
DROP LIGHT (PROVISION ONLY)
S2 TWO-GANG SWITCH
SPARE SPARE
CIRCUIT HOMERUN
CKT
WALL LAMP S3 THREE-GANG SWITCH
0
TO MPB

STAIR STEP WALL LIGHT

SL S 3W THREE-WAY SWITCH WEATHERHEAD 14mm² THHN(G)
STRIP LIGHT S abc SWITCH DENOTE LETTERS CATV / TEL.BOX
2 L E G E N D S 4 PANEL BOARD DIAGRAM
E-1 SCALE: NTS
E-1 SCALE: NTS

ELECTRICAL ENGINEER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA GENERAL NOTES
MARLON PTR NO.:
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: LEGEND AND SYMBOL
SCHEDULE OF LOADS
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:
DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
PANEL BOARD DIAGRAM
E-1
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 1 OF 2 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 BACKYARD BACKYARD

ACU-00 ACU-00 ACU-00

17
PB-1
ch ref ch r/rh
aa aa COMMON COMMON 11
T&B T&B 9
r/rh 10 PB-1
PB-1
k k PB-1
bb DIRTY DIRTY
BEDROOM 2 KITCHEN KITCHEN
l KITCHEN/LAUNDRY BEDROOM 2 KITCHEN/LAUNDRY
2
CF-1 l
PB-1 Sk,jSl,m wh 20
12
z PB-1
PB-1
Sbb
PB-1 ch PB-1
Sz,aa TEL wm
SERVICE ch ch SERVICE
k k m

H A L L W A Y / T E R R A C E

H A L L W A Y / T E R R A C E
3 ch
aa aa NOOK
PL PB-1 NOOK
j P.R. STORAGE 7 P.R. STORAGE
PB-1
5 r n
So,p,q Sn
PB-1
CLOSET cc CLOSET wp
CLOSET i CLOSET 14
PB-1

ACU-00
DINING q q DINING CATV
x x
AREA p AREA
dd
Sx,y GUEST' BEDROOM GUEST' BEDROOM
h
TEL
BEDROOM 1 So,p,q BEDROOM 1
Sdd,xx
LANAI LANAI
8
PB-1 18
y o PB-1
Si,h
cc 1
PB-1

x x 4
PB-1
e e 16
PB-1
TEL
q q
Ss,t,u LIVING 15 LIVING 6
PB-1 PB-1
AREA AREA
T&B u u T&B
w 13
j f PB-1

CATV
19
PB-1
MASTER'S BEDROOM wh CATV
MASTER'S BEDROOM
Sf,j, d d d
w Sd,e TEL

ACU-00
s Sa,b,c ch
Sw t e e wp

TWO CAR GARAGE TWO CAR GARAGE

W.I.C. W.I.C.

ACU-00
v Sv wp

u u

PORCH PORCH
b b c c c
a
VERANDA VERANDA

LAWN WALKWAY DRIVEWAY LAWN WALKWAY DRIVEWAY

S I D E W A L K S I D E W A L K
SERVICE ENTRANCE
USED: 2-50MM², THHN/THWN
+ 1-14MM² THHN(GRD)
IN 50MM Ø RSC PIPE
25MMØ PVC SCH.40 (TELEPHONE)
25MMØ PVC SCH.40 (CABLE TV)
GROUND FLOOR GROUND FLOOR
1 LIGHTING LAYOUT 2 POWER LAYOUT
E-2 SCALE: 1:100MTS E-2 SCALE: 1:100MTS

USE: 2 - 50 mm² THHN CU. WIRE

1 - 22 mm² THW CU. WIRE in 50 mm Dia. PVC
NOTES:
CABLE TV
1. COORDINATE WITH ALL THE INVOLVE TRADES ENTRANCE
TO AVOID CONFLICT DURING IMPLEMENTATION.
2. SUBMIT SHOP DRAWINGS FOR ENGINEER'S TELEPHONE
APPROVAL PRIOR TO IMPLEMENTATION. ENTRANCE

3. ACTUAL SERVICE ENTRANCE LOCATION TO BE M

1000mm COORDINATED AT SITE. (POWER, CATV & TELEPHONE)

175mm
25mmØ PVC SCH.40 50mm
LIVING AREA MASTER'S GUEST'S BEDROOM BR-1 BR-2
25mmØ PVC SCH.40 (CABLE TV) CATV CATV CATV CATV CATV
50mm 50mm LIVING AREA MASTER'S GUEST'S BEDROOM BR-1 BR-2
(TELEPHONE) TEL TEL TEL TEL TEL

A A 25mmØ PVC
2p, 2-WIRE, 230V (TELEPHONE)
3050mm
ELECTRIC METER

TELEPHONE LINE 25mmØ PVC

SERVICE EQUIPMENT (CABLE TV)
6 CHANNEL CATV ''PHILFLEX'' RG-6U WIRES IN
25MM DIA. PVC PIPE
PROTECTOR CABINET
7- ''PHILFLEX'' TELEPHONE JACKETED WIRE 22/ 4C OR
CAT-5 OR EQUIVALENT
1500mm 65mmØ IMC (POWER) 50mmØ IMC PIPE
GROUND LINE (POWER)
SECTION AA RISER DIAGRAM CABLE RISER DIAGRAM TELEPHONE RISER DIAGRAM

5 CONCRETE PEDESTAL DETAILS

E-2 SCALE: NTS 1 RISERS DIAGRAM
E-2 SCALE: NTS

ELECTRICAL ENGINEER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA GROUND FLOOR LIGHTING LAYOUT
MARLON PTR NO.:
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: GROUND FLOOR POWER LAYOUT
CONCRETE PEDESTAL DETAILS
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:
DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
RISER DIAGRAM
E-2
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 2 OF 2 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 3.50

75
0.15 0.60 0.15 0.60 0.15 0.60 0.15
D

75
GENERAL NOTES :

0.15
300
D
200
NOTE: SEPTIC TANK
(SIPHONING ONLY)

0.60

2.00
228.6

0.15
C
PLAN
VENT THRU ROOF DETAIL

508-101.60
4
P-01 SCALE NTS.

A
SECTION

SECTION
NOTE: SEPTIC TANK
3.50 (SIPHONING ONLY)

0.15 0.60 0.15

0.15 0.60 0.15 0.60 0.15

0.12
0.30
MATERIAL SPECIFICATIONS :

1.50

1.75
DETAIL OF FLOOR DRAIN

1.20
1
P-01 AIR CHAMBER DETAIL PLAN
SCALE NTS.
5
P-01 SCALE NTS.

8 DETAIL OF TRENCH DRAIN

0.15
BRASS SCREW PLUG CLEAN OUT COVER FRAME
P-01 SCALE NTS.

FFL

SECTION

FERRULE
90 DEGREES
DETAIL OF SEPTIC TANK

450mm
ELBOW 9
(LONG SWEEP)
P-1 SCALE NTS.
CEILING CLEAN OUT
LEGENDS :
TO MAIN LINE
SIZE INDICATE IN PLAN

2 CEILING CLEAN OUT

P-01 SCALE NTS.

SHOWER

6 DETAIL OF WATER CONNECTION

P-01 SCALE NTS.

FAUCET

LAVATORY
WATERCLOSET
WATER HEATER HOT & COLD
45° SHOWER VALVE

HOT WATER LINE

COLD WATER LINE

WATER SOURCE

SECTION
PLAN
10 HOT AND COLD WATER LINE
3 FLOOR CLEAN OUT 7 DETAIL OF AREA DRAIN / CATCH BASIN P-1 SCALE NTS.

P-01 SCALE NTS.

P-01 SCALE NTS.

MASTER PLUMBER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA DETAIL OF FLOOR DRAIN

MARLON PTR NO.:

PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: CEILING CLEAN OUT
FLOOR CLEAN OUT
MANALAN AN
P-1
VENT THRU-ROOF DETAILS
PLACE: (BUNGALOW) NEL JELLYN D. MANALILI 2 CHECKED BY:
AIR CHAMBER DETAILS
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS AUTHORIZED REPRESENTATIVE DETAIL OF WATER CONNECTION
DATE: 3 APPROVE BY:
DETAIL OF AREA DRAIN/CATCH BASIN
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION: DETAIL OF SEPTIC TANK
TIN NO: 4 REVISION BY: 1 OF 3 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 BACKYARD BACKYARD BACKYARD

20MM Ø P.P.R. CWL

20MM Ø P.P.R. CWL 20MM Ø P.P.R. CWL

ks ks
fd
COMMON fco COMMON
fco T&B Ø Ø Ø T&B
wc
DIRTY DIRTY
Ø

BEDROOM 2 fd KITCHEN KITCHEN/LAUNDRY BEDROOM 2 KITCHEN KITCHEN/LAUNDRY

20MM Ø P.P.R. CWL

WH
lav fco

Ø
ks
SERVICE hb SERVICE
H A L L W A Y / T E R R A C E

H A L L W A Y / T E R R A C E
NOOK lav NOOK
P.R. STORAGE P.R. STORAGE
fd

CLOSET wc CLOSET
CLOSET CLOSET
fco

DINING DINING
AREA AREA

Ø
Ø

GUEST' BEDROOM GUEST' BEDROOM

BEDROOM 1 LANAI BEDROOM 1 LANAI

LIVING LIVING
T&B
AREA
T&B
AREA hb 20MM Ø P.P.R. CWL
fd

20MM Ø P.P.R. CWL

fco Ø Ø Ø
Ø

wc
fd
MASTER'S BEDROOM MASTER'S BEDROOM
Ø

lav

WH
fco

TWO CAR GARAGE TWO CAR GARAGE

∅

20MM Ø P.P.R. CWL

W.I.C. W.I.C.

hb

PORCH PORCH

VERANDA VERANDA

20MM Ø P.P.R. CWL 20MM Ø P.P.R. CWL

LAWN WALKWAY DRIVEWAY LAWN WALKWAY DRIVEWAY LAWN WALKWAY DRIVEWAY CV

WM
GV

S I D E W A L K S I D E W A L K
TAP TO STREET TAP TO STREET TAP TO STREET
DRAINAGE DRAINAGE DRAINAGE

GROUND FLOOR SECOND FLOOR GROUND FLOOR

1 SEWAGE/STORM DRAIN LAYOUT 2 SEWAGE/STORM DRAIN LAYOUT 1 WATER LINE LAYOUT
P-2 SCALE: 1:100MTS P-2 SCALE: 1:100MTS P-3 SCALE: 1:100MTS

MASTER PLUMBER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA
MARLON PTR NO.:
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE:
GROUND FLOOR SEWAGE/STORM DRAIN LAYOUT
ROOF SEWAGE/STORM DRAIN LAYOUT
MANALAN AN
P-2
GROUND FLOOR WATER LINE LAYOUT
PLACE: (BUNGALOW) NEL JELLYN D. MANALILI 2 CHECKED BY:
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS AUTHORIZED REPRESENTATIVE
DATE: 3 APPROVE BY:
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 2 OF 3 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 ∅

L
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WATER LINE
SEWAGE/STORM DRAIN 2 I S O M E T R I C L A Y O U T
1 I S O M E T R I C L A Y O U T P-3 SCALE: 1:100MTS
P-3 SCALE: 1:100MTS

MASTER PLUMBER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA SEWAGE/STORM DRAIN ISOMETRIC LAYOUT
MARLON PTR NO.:
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: WATER LINE ISOMETRIC LAYOUT

MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:
DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
P-3
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 3 OF 3 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 DESCRIPTION WEIGHT

GENERAL NOTES: BASIC FLOOR AREA 1.9 KPA

1.SLAB
EXIT FACILTIES 2.9 KPA MIN. LENGTH OF LAP SPLICES FOR TENSION BAR.(FOR CLASS B LAP SLICES) (LS) OF STANDARD HOOKED BAR
1. ALL THE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE ARCHITECTURAL (mm)
DRAWINGS AND SPECIFICATIONS. 2. ROOF ROOF LIVE LOAD 0.6 KPA BAR NO. (mm)
D10 D13 D16 D19 D22 D25 D29 D32 D36 NOTE
2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ELECTRICAL, MECHANICAL SHOP
fc' fy fc' fy D10 D13 D16 D19 D22 D25 D29 D32 D36
DRAWINGS AND SPECIFICATIONS. MPa MPa #3 #4 #5 #6 #7 #8 #9 #10 #11
3. THE LOCATION AND THE DETAILS OF ALL CONSTRUCTION JOINTS SHALL BE SUBJECT TO PRIOR 10Ø 13Ø 16Ø 19Ø 22Ø 25Ø 29Ø 32Ø 36Ø MPa MPa #3 #4 #5 #6 #7 #8 #9 #10 #11
APPROVAL OF THE ENGINEER. SEISMIC LOAD PARAMETERS
ZONE 0.4 OTHERS 360 480 600 720 1060 1220 1370 1540 1710 10Ø 13Ø 16Ø 19Ø 22Ø 25Ø 29Ø 32Ø 36Ø T 180°STANDARD HOOK
4. CONSTRUCTION JOINTS SHALL BE ROUGHENED BEFORE POURING NEW CONCRETE.
DISTANCE FROM NEAREST SEISMIC SOURCE 6.6 KM FROM WEST VALLEY FAULT 21 280
5. IN CASE OF KICKERS [STARTER STUBS] THE MINIMUM HEIGHT OF STUBS SHALL BE 75 mm. TOP BAR 470 630 780 940 1380 1580 1790 2000 2230
SEISMIC SOURCE TYPE A 21 280 140 190 230 280 330 370 420 470 520
6. THE MINIMUM PERIOD BEFORE STRIPPING - OFF FORM WORK OF THE CONCRETE SHALL BE AS
IMPORTANCE FACTOR 1 OTHERS 540 720 900 1080 1590 1820 2060 2310 2570
FOLLOWS: 21 420
R 8.5 (SPECIAL MOMENT FRAME) 21 420 210 280 350 420 490 560 630 700 780
VERTICAL SIDES OF COLUMNS, - 24 HRS TOP BAR 710 940 1170 1410 2070 2370 2680 3000 3340
BEAMS AND WALLS - 2 DAYS SOIL PROFILE TYPE Se
Na 1.136 OTHERS 340 450 570 680 1000 1140 1290 1440 1600 24 280 130 180 220 260 300 350 390 440 490 T
SOFFIT FORMWORK AND PROPS TO BEAM - 15 DAYS 24 280 90°STANDARD HOOK
SOFFIT FORMWORK AND PROPS TO SLABS - 21 DAYS Nv 1.472 TOP BAR 440 590 730 880 1290 1480 1670 1870 2080
Ct 0.0731 24 420 200 260 330 390 460 520 590 660 730
OTHERS 510 680 850 1010 1490 1710 1930 2160 2400
7. PROPS UNDER CANTILEVER PROJECTIONS SHALL BE REMOVED ONLY AFTER SUFFICIENT 24 420
DESIGN BASE SHEAR, V TOP BAR 660 880 1100 1320 1940 2220 2500 2810 3120 28 280 120 160 200 240 280 320 360 410 450
COUNTER WEIGHT HAS BEEN PROVIDED AND ONLY AFTER APPROVAL OF THE ENGINEER.
8. THE SHUTTERING FOR CANTILEVER BEAMS OR SLABS SHALL BE REMOVED STARTING FROM THE V = (CvIW)/R: shall be less than or equal to (2.5CaIW)/R OTHERS 320 420 520 630 920 1050 1190 1340 1480
shall be greater than or equal to 0.11CaIW 28 280 28 420 180 240 300 360 420 480 540 610 680
OVER HANGING EDGE. TOP BAR 410 540 680 820 1200 1370 1550 1740 1930 DEVELOPMENT LENGTH OF STANDARD HOOKS IN TENSION Ldh
9. ALL CONCRETE CUBES SHALL BE CLEARLY MARKED PRIOR TO LEAVING THE SITE AND NO CUBES shall be greater than or equal to (0.8zNvI)(W)/R
OTHERS 470 630 780 940 1380 1580 1780 2000 2220 TABLE B - DEVELOPMENT LENGTH Lhb (mm)
SHALL LEAVE THE SITE UNLESS COMPLETING THE DOCUMENTATION. Ldh=Lhbx(FACTOR) AND Ldh >/= 150mm,8db,(MAX. VALUE GOVERNS)
where: 28 420 OF STANDARD HOOKED BAR (FACTOR=0.7)
10. THE CONTRACTOR/PROJECT ENGINEER SHALL NOTIFY THE STRUCT. ENGINEER IN WRITING 48 HRS. TOP BAR 610 810 1020 1220 1790 2050 2320 2600 2890
BEFORE POURING CONCRETE,STARTING THE TIME OF POURING AND SHALL NOT COMMENCE V = TOTAL DESIGN LATERAL FORCE OR SHEAR AT THE BASE D19 D22 D25 D29 D32 D36
Z = SEISMIC ZONE FACTOR db : DIAMETER OF HOOKED BAR
POURING OPERATION WITHOUT HIS WRITTEN APPROVAL. MIN.DEVELOPMENT OR ANCHOR LENGTH OF DEFORMED BAR IN TENSION. (Ld) Lhb : BASIC DEVELOPMENT LENGTH OF STANDARD
11. ALL CONCRETE SHALL BE CURED. THE MATERIALS AND METHODS OF CURING SHALL BE I = IMPORTANCE FACTOR
(mm) fc' fy D10 D13 D16 #6 #7 #8 #9 #10 #11
SUBJECT TO APPROVAL. CURING SHALL BE CONTINUED FOR A MINIMUM PERIOD OF SEVEN DAYS. Ct = 0.0731 FOR REINFORCED CONCRETE MOMENT - RESISTING FRAMES
36Ø
T = Ct(Hn)^(3/4), ELASTIC FUNDAMENTAL PERIOD OF VIBRATION OF THE STRUCTURE. D10 D13 D16 D19 D22 D25 D29 D32 D36 NOTE MPa MPa #3 #4 #5 19Ø 22Ø 25Ø 29Ø 32Ø TABLE A HOOKED BARS FACTORS:
12. ONLY SWEET WATER FROM APPROVED SOURCE SHOULD BE USED FOR VARIOUS SITE MIXING AND
T = 0.486S < 0.7S fc' fy
CURING MPa MPa #3 #4 #5 #6 #7 #8 #9 #10 #11 10Ø 13Ø 16Ø 200 230 260 300 330 370 1. FOR NO.36 BAR AND SMALLER,SIDE COVER NOT LESS THAN 60mm AND FOR 90Ø
13. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL PROPERTY LINES, RIGHT OF WAYS, EASEMENTS AND 10Ø 13Ø 16Ø 19Ø 22Ø 25Ø 29Ø 32Ø 36Ø HOOK, COVER ON BAR EXTENSION BEYOND HOOK NOT LESS THAN 50mm, USE
SETBACKS PRIOR TO CONSTRUCTION. WIND LOAD PARAMETERS 21 280 100 130 170 300 340 390 440 490 550
STANDARD OCCUPANCY IV FACTOR=0.7.
14. ALL CONSTRUCTION SHALL CONFORM TO BS 8110, BRITISH STANDARD CODE OF PRACTICE. OR ACI OTHERS 280 370 470 560 820 940 1060 1190 1320
BASIC WIND SPEED 250KPH 21 280 21 420 150 200 250 190 220 250 280 310 340
CODE(american concrete institute). TOP BAR 360 480 600 720 1060 1220 1370 1540 1710 2. FOR NO.36 BAR AND SMALLER, HOOK ENCLOSED VERTICALLY OR HORIZONTALLY
15. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. EXPOSURE(RESIDENTIAL STRUCTURE IN URBAN AREA) B
WIND DIRECTIONALITY FACTOR 0.85 OTHERS 420 560 700 840 1230 1400 1590 1780 1980 WITHIN TIES OR STIRRUP-TIES SPACE ALONG THE FULL DEVELOPMENT LENGTH Ldh
16. DO NOT SCALE THE DRAWINGS. 24 280 100 130 160 280 320 370 410 460 510
TOPOGRAPHIC FACTOR 1 21 420 NOT GREATER THAN 3db USE FACTOR=0.8,BUT.
17. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED AT THE SITE AND ANY DISCREPANCIES SHALL BE TOP BAR 540 720 900 1080 1590 1820 2060 2310 2570
24 420 140 190 230 170 200 230 260 290 320
BROUGHT TO THE ATTENTION OF THE DESIGNER/ENGINEER ON RECORD, BEFORE PROCEEDING WITH
THE PORTION OF WORK INVOLVED
STRUCTURAL CONCRETE: 24 280
OTHERS 260 350 440 520 770 880 990 1110 1230 3. EXCESS REINFORCEMENT FACTOR =(As REQUIRED)/ (As PROVIDED)
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING CODE OF TOP BAR 340 450 570 680 1000 1140 1290 1440 1600 28 280 90 120 140 260 300 340 380 430 480
18. UNLESS OTHERWISE NOTED DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR AMERICAN CONCRETE INSTITUTE (ACI-318) AND THE NSCP. 4. EPOXY-COATED REINFORCEMENT FACTOR=1.2. ABOVE SPECIFIED FACTORS IS
ALL SIMILAR CONDITIONS. 2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF OTHERS 390 520 650 780 1150 1310 1480 1660 1850 PROVIDED TO CONTRACTOR. IF WANT TO USE, SHALL SUBMIT TO ENGINEER FOR
19. THE CONTRACTOR SHALL PROVIDE ALL PRECAUTIONARY MEASURES NECESSARY TO PREVENT TWENTY EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE AGGREGATE AND SLUMPS AS 24 420 28 420 130 170 210 160 180 200 230 260 290
TOP BAR 510 680 850 1010 1490 1710 1930 2160 2400 APPROVAL. IF FACTOR IS EQUAL TO 0.7, DEVELOPMENT OF STANDARD HOOKS IS
SETTLEMENT ORDAMAGE OF ADJACENT EXISTING OR NEW CONSTRUCTION. FOLLOWS : SHOWN ON TABLE B.
20. DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT UP IMMEDIATELY TO THE STRUCTURAL OTHERS 240 320 400 480 710 810 920 1030 1140 35 280 80 100 130 230 270 300 340 380 430
LOCATION 28 DAYS STRENGTH MAX. SIZE AGGREGATE MAX. SLUMP 28 280
ENGINEER TOP BAR 320 420 520 630 920 1050 1190 1340 1480
21. THE CONSTRUCTION LOAD ON THE FLOORS SHOULD NOT EXCEED THE SPECIFIED LIVE LOADS DURING 35 420 120 150 190
CURBS & SLAB ON 3000 PSI(21MPa) 1 IN. (25MM.) 4 IN. (100MM.)
ANY STAGE OF CONSTRUCTION. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR SHORING GRADE EXCEPT FOUND. OTHERS 360 480 600 720 1060 1220 1370 1540 1710
28 420
AND STAGING WHICH SHALL COME ON ANY FLOOR BEFORE THE CONSTRUCTION OF THAT FLOOR. TOP BAR 470 630 780 940 1380 1580 1780 2000 2220
FOUNDATION, SLAB OPENING DETAIL
BEAMS, COLUMNS 4000 PSI(21MPa) 3/4 IN. (19MM.) 4 IN. (100MM.)
HOOK DEVELOPMENT LENGTH DETAIL NOTE:
DESIGN LIVE LOADING PROVIDE THESE ADDITIONAL BARS FOR ALL OPENINGS PLUS BARS (SHOWN
SLABS & STAIRS
ROOF:LL= 1.0 KN/M² NOTE: AT INTERIOR SUPPORT (CONTINUOUS END) PROVIDE LARGER SIZE AS DOTTED LINES) PARALLEL TO SIDE OF OPENING EQUAL TO THE NUMBER
FLOOR:LL= 1.9 KN/M² 3. ALL LINTELS NOT DETAILED SHALL BE 200 DEEP, WIDTH DEPENDING ON WALL THICKNESS, TABLE A - STANDARD HOOK DETAILS AND NUMBER OF TOP AND BOTTOM BARS FROM ADJACENT SPAN. OF INTERRUPTED BARS BY THE OPENING.
REINFORCED WITH 2T12 TOP, 2T12 BOTTOM AND T10@200 STIRRUPS. MINIMUM BEARING TO BE D10 D13 D16 D19 D22 D25 D29 D32 D36 SEE ARCHITECTURAL & MECHANICAL PLANS FOR SLAB OPENING LOCATION.
200MM ON BOTH SIDES. FOR LINTEL REINFORCEMENT DETAILS REFER TO DRG. SHEET: S-2
BAR NO.#3 #4 #5 #6 #7 #8 #9 #10 #11 STRUCTURAL NOTES :
4. SHORING UNDER FORMS SHALL NOT BE REMOVED UNTIL CONCRETE IS CAPABLE OF
BLOCKWORK: SUPPORTING ITSELF AND ALL SUPERIMPOSED LOADS. 10Ø 13Ø 16Ø 19Ø 22Ø 25Ø 29Ø 32Ø 36Ø
1. ALL CHB AND GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 500 PSI AND 1000 PSI
A
1. SEE TABLE OF LAP SPLICE & ANCHORAGE LENGTHS SHOWN ABOVE Ø12x1000 LONG DIAGONALS AT MID-DEPTH OF

MAIN REINFORCEMENT
5. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE PROVIDED WITH THE D
180¢X (mm) 58 77 96 115 134 153 230 259 287 SLAB AT EACH CORNER.

180°
D
RESPECTIVELY. APPROVAL OF THE ENGINEER. ALL CONSTRUCTION JOINTS SHALL BE PROVIDED WITH THE 2. LAP SPLICE SHALL BE LOCATED ONLY WITHIN THE LAP SPLICE ZONE.
HOOK E A
2. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH CONCRETE STANDARD KEY AND ALL REINFORCEMENTS EXTENDED 48 x DIA. OF BAR. REFER TO TYPICAL (mm) 140 160 180 220 250 290 380 430 480 3. TOP BAR LAP SPLICE SHALL BE 1.40 TIMES THE BOTTOM BAR LAP SPLICE.
CONSTRUCTION JOINT DETAIL ON THE STRUCTURAL DRAWING. LOCATION OF CONSTRUCTION D=6db FOR D10-D25 4. TOP & BOTTOM BARS MAY BE LAP ONLY SPLICED ONE LOCATION FOR
GROUT. (REFER TO SPECIFICATIONS) D=8db FOR D29-D36 E
(mm) 60 60 64 77 89 102 115 130 144

400
JOINTS TO BE APPROVED BY THE ENGINEER PRIOR TO PLACING CONCRETE. EACH 1-Ø12 TOP & BOT.
6. COVER TO REINFORCEMENT SHALL BE AS FOLLOWS:
BAR NO.D10 D13 D16 D19 D22 D25 D29 D32 D36 5. CLOSED HOOPS WITH A 135° BEND SHALL BE SPACED AT 100 O.C. BARS
A
MAXIMUM AT A DISTANCE 2D FROM THE FACE OF THE SUPPORT. FIRST NOTE:
FOOTING 75 MM, D
(mm) 58 77 96 115 134 153 230 259 287

90
38mm. CLEAR OMIT TRIMMER BARS

°
D
SLABS 20 MM, 90¢X STIRRUP SHALL 5D FROM THE FACE OF THE SUPPORT.
WALL TYPE VERT. REINFORCEMENTS HOR. REINFORCEMENTS A WHERE OPENING IS

E
t f'm GROUND BEAM 50 MM, HOOK
(mm) 130 180 220 260 310 350 410 460 510 6. CLOSED HOOPS SHALL BE PROVIDED WITHIN THE LAP SPLICE LENGTH
BEAMS AND COLUMNS 40 MM. D=6db FOR D10-D25 E AT 100 O.C. MAXIMUM SPACING. BEAMS.
1. EXTERIOR WALLS 150MM 500 PSI 10mm DIA. @ 400 O.C. 10mm DIA. @ 600 O.C. D=8db FOR D29-D36 (mm) 115 153 191 229 267 305 344 388 430
IN TWO WAY SLAB
BAR NO.D10 D13 D16 D19

400
TRANSV. REINFORCEMENT
CONSTRUCTION JOINT 135
° MOMENT FRAME EXTEND BARS UP TO

A
2. INTERIOR WALLS 100MM 500 PSI 10mm DIA. @ 400 O.C. 10mm DIA. @ 600 O.C. D COLUMN HOOK DEVELOPMENT BEAM SUPPORT
(mm) 39 51 64 115

E
1. JOINT LOCATION OR JOINT DETAILS NOT SHOWN OR THE DIFFER FROM THOSE INDICATED IN 135¢X D
CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED FOR REVIEW BY LICENSED DESIGN HOOK A

MAXIMUM BEAM DEPTH

(mm) 110 120 130 220

LENGTH

MIN. ANCHORAGE
PROFESSIONAL ADDITIONAL TRIMMER BARS(SHOWN AS
D=4db FOR D10-D16 E DOTTED LINES), AS SIDES OF OPENING
(mm) 75 77 96 115

SATISFIED
D=6db FOR D19-D25

SHALL BE
EQUAL TO THE NUMBER OF BARS

HOOK
2. EXCEPT FOR PRESTRESSED CONCRETE ,CONSTRUCTION JOINTS IN FLOOR AND ROOFS BAR NO.D10 D13 D16 D19
TERMINATED BY THE OPENING.

(mm)
CAMBER REQUIREMENTS: SYSTEM SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, BEAMS, AND E

A
°
D

90
GIRDERS UNLESS OTHERWISE APPROVED BY THE LICENSED DESIGN PROFESSIONAL 90¢X D (mm) 39 51 64 115 BEAM/SLAB CHANGE SOFFIT DETAIL
1. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS CAMBER ALL R.C.BEAMS AT LEAST HOOK A
3. CONSTRUCTION JOINTS IN GIRDERS SHALL BE OFFSET A DISTANCE OF AT LEAST TWO TIMES (mm) 70 90 120 280
10mm FOR EVERY 4000mm OF CLEAR SPAN EXCEPT CANTILEVERS WHICH SHALL BE 50mm FOR EVERY D=4db FOR D10-D16 E 30 BAR DIA. 30 BAR DIA.
3000mm OF CLEAR SPAN. THE WIDTH OF INTERSECTING BEAM , UNLESS OTHERWISE APPROVED BY THE LICENSED D=6db FOR D19-D25 (mm) 58 77 96 229 (min) (min)
2. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, CAMBER ALL R.C. SLABS 8mm PER DESIGN PROFESSIONAL

VERIFY DEPRESSION
NOTES:
3000mm OF SHORTER SPAN AND 14mm FOR EVERY 2000mm OF CANTILEVER SPAN.

D=FOR BEAM
1. BEAM AND COLUMN MEMBER ALL USE HOOP,THE BEGINNINGS AND ENDS

t=FOR SLAB
4. SURFACE OF CONCRETE CONSTRUCTION JOINT SHALL BE INTENTIONALLY ROUGHENED IF MOMENT FRAME GIRDERS
OF HOOP MUST USE 135° HOOK, AT LEAST ENDS OF CROSSTIE MUST USE 135°
SPECIFIED . OTHERWISE CONSTRUCTION JOINTS SHALL BE CLEAN AND LAITANCE REMOVED
HOOK.
BEFORE NEW CONCRETE IS PLACED
FOUNDATION: WALL FOOTING DETAILS (WHERE APPLICABLE)
TYPICAL REINFORCED CONCRETE
5. IMMEDIATELY BEFORE NE CONCRETE IS PLACED CONSTRUCTION JOINT SHALL BE PRE BEAM SECTION
1. FOUNDATION SHALL REST ON NATURAL SOIL. UNLESS OTHERWISE NOTED BY THE ENGINEER, NO PART SEE CONSTRUCTION NOTES DOWEL TO MATCH
WETTED AND STANDING WATER REMOVED D=FOR BEAM
OF THE FOUNDATION SHALL REST ON FILL. FOR MASONRY WALL REIN- CHB VERT. BARS
FORCEMENTS (TYPICAL) 2t=FOR SLAB
2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION HAVE BEEN COMPLETED 30 BAR DIA.
AND PRIOR TO CONCRETING TO CONFIRM THE DESIGN SOIL BEARING CAPACITY. MEMBER BAR BOT.OF BEAM WHERE SLAB
PEJ FILLER DEPRESSION ° (min)
No. TOP OF BEAM COL. SLAB WALL FTG FIN. FLR. LVL. 135
OCCURS CORNER SLAB DETAIL

VARIES
POSITION DOWEL BARS TO MATCH

6d
TWO SIDES

DIAMETER

B
200 (DOWEL)
CHB VERT. BARS

30 BAR
300 4-Ø12@1800 LONG TOP BARS BENT
STRUCTURAL DESIGN CRITERIA

30 BAR DIA.
>20mm 50 50 50 50 50 NAT. GRD. LVL. (TYP) DOWN INTO EDGE BEAM. EXTEND
LOADINGS FACE EXPOSED TO BARS MIN. OF 1200 (4'-0")
db

600 (min)
OUTDOOR WEATHER I.D. = 4db
DEAD LOADS >16mm 40 40 40 40 40

60
0
3-12Ø

200
FACE EXPOSED TO TOP BARS ℄CONCRETE BEAM
- 40 40 20 20 40
DESCRIPTION WEIGHT INDOOR WEATHER 6-Ø10 BARS (AS

provide enough ties to avoid sliding

EXPOSED TO WATER SHOWN)

0
GI. SHEET 0.06 KPA - 75 75 75 75 75

60
OR SOIL 10Ø @300 O.C.
1.ROOFING SYSTEM 10Ø @300 O.C. 400
400

0
PURLINS 0.05 KPA

60
EXPOSED TO SALT 4-Ø12 BOT. BARS
- 100 100 100 100 100

EQUAL

(SEE SCHEDULE)
BUNDLED BARS,
WATER AT INTERIOR WALLS WITH 40mm CLEAR TO
CEILING 0.20 KPA AT EDGE / PERIMETER CHB WALL STIRRUPS TYPICAL
SLAB ELEVATION DIFFERENCE
2. FLOOR SLAB SYTEM 100MM THK SLAB(SUSPENDED) 2.40 KPA REINFORCEMENT:

H
1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 (PNS 49) GRADE 40 FOR DIA. 12 AND

EQUAL
3. WALL PARTITIONS 4" THK CHB W/ PLASTER BOTH SIDES 2.98 KPA SMALLER BARS AND GRADE 60 FOR DIA. 16 AND LARGER BARS. DOWEL TO MATCH
3.11 KPA 2. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN ACCORDANCE 300 CHB VERT. BARS
6" THK CHB W/ PLASTER BOTH SIDES
WITH TABLE BELOW (TABLE OF LAP SPLICE AND ANCHORAGE LENGTH) UNLESS OTHERWISE SUSPENDED SLAB CONSTRUCTION

DIAMETER
200 (DOWEL)
(TYP) PROVIDE 2 - 16MMØ X BEAM HOOPS JOINT DETAIL

30 BAR
GLASS WALLS 0.38 KPA SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE. 30 BAR Ø MIN.
3. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED AND - BARS @ EACH FACE
MAIN REINFORCEMENTS TO BE
MOVABLE PARTITIONS 0.24 KPA SECURED IN PLACE PRIOR TO PLACING OF CONCRETE. OF BEAM
FIN. FLR. LVL. B CONTINUOUS
FLOOR FINISH 0.6 KPA 4. ALL SUPPORTED SOLID SLABS (UNLESS OTHERWISE SPECIFIED) SHALL HAVE TEMPERATURE (SEE SCHEDULE) 25
STEEL CONSISTING OF 10mm DIAMETER BAR @ 300mm WEB BARS, if req'd - see

T/3 T/3
4. SUPERIMPOSED LOADS TOPPINGS 0.6 KPA BOTTOM BARS
5. LAP ALL SPLICES AS SPECIFICALLY CALLED FOR BUT AT LEAST 60 X BAR DIAMETER (450

T/3
schedule(TYPICAL)
MINIMUM) FOR TENSION OR 40 X BAR DIAMETER FOR COMPRESSION. 6-Ø10 BARS (AS
CEILING 0.2 KPA NOTE: SLAB REINFORCEMENT NOT SHOWN FOR CLARITY
6. PROVIDE 2-12mm BAR STIRRUP TIE BARS IN TOP OF ALL CONCRETE BEAMS THAT HAVE SHOWN) PROVIDE JOINT SHEAR Ø10x1000 LONG @
UTILITIES 0.2 KPA STIRRUPS AND DO NOT HAVE OTHER TOP STEEL AVAILABLE FOR HOLDING STIRRUPS. 400 10Ø @300 O.C. STIRRUPS SPACED DOOR OPENING DETAILS 300 O.C.
7. SHOP DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTED AND APPROVED BY THE 10MMØ @ 80 MM,
ENGINEER BEFORE FABRICATION MAY PROCEED. PLACED AS SHOWN
WINDOW OPENING DETAILS
8. MINIMUM SPACING OF PARALLEL MAIN BARS SHALL BE 2.5Db BUT SHALL NOT EXCEED 25MM AT INTERIOR CHB WALLS TYPICAL BEAM w/ IMPLANTED COLUMN

STRUCTURAL ENGINEER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA CONSTRUCTION NOTES

MARLON PTR NO.:

PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: CONSTRUCTION WORKMANSHIP

MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:
DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
3
2 CHECKED BY:
APPROVE BY:
S-1
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 1 OF 4 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 TYPICAL DUCTILE MOMENT FRAME BEAM DETAIL WALL REINFORCING AT WALL REINFORCING AT
TYPICAL SEISMIC RESISTANT COLUMN DETAIL TYPICAL FRAMING PLAN OF INTERSECTION
C COLUMN C COLUMN C COLUMN
CORNER
JOINT HOOPS MUST BE SPACED AT "2Sh" FOR THE TWO WAY SLAB ADDITIONAL Ø10 @ 400 O.C. 400
DEPTH OF THE SHALLOWEST BEAM WHEN BEAMS CHB WALL CHB WALL
W/ WIDTH > 3/4 TIMES THE WIDTH SHORT CLEAR SPAN "S"
LC L1 L2

JOINT REINF.
OF THE COLUMN FRAME INTO THE FOUR SIDES OF COL. MIDDLE COL.
A COLUMN. STRIP STRIP STRIP

Lo
0.75 LC OR 0.25 L1. 0.25 L1 OR 0.25 L2 0.25 L2 OR 0.25 L1 FOR ALL OTHER CONDITIONS, USE HOOPS SPACED S/4 S/2 S/4

50mm

400
(GREATER GOVERNS) 1.3 Ld (GREATER GOVERNS) (GREATER GOVERNS) EQ EQ 0.25 L2 AT "Sh" O.C. 2 - Ø 16 EXTRA
0.25 L1 OR 0.75 LC

JOINT REINF.
EQ EQ 2 - Ø 16 EXTRA VERT. BARS VERT. BARS
ADDITIONAL
1.3 Ld
CHB VERT. REINF. Ø10
LAP SPLICE ONLY W/IN CENTER HALF OF CHB VERT. REINF. (SEE SCHED. OF REINF.) @400 O.C.

LONG CLEAR SPAN "L"

STRIP STRIP STRIP

COL. MIDDLE COL.
50mm
TOP BARS AT TOP BARS AT TOP BARS AT CONTINUOUS WEB TOP BARS AT TOP BARS AT CLEAR COLUMN HEIGHT. (SEE TABLE OF (SEE SCHED. OF REINF.)

slap CONF. REINF.

L/4
CANTILEVER'S DISCONTINUOUS SUPPORT MIDSPAN BARS SUPPORT MIDSPAN MIN. LAP SPLICE LENGTH OF COLUMN CHB HOR. REINF. (SEE CHB HOR. REINF. (SEE

Sh
DISCONTINUOUS END 40mm OVER (TYP.) REINFORCEMENT) FOR COL. BAR SPLICES SCHED. OF REINF.) SCHED. OF REINF.)

(Z1)

H/4
Lo
SEE TABLE OF MIN. LAP SPLICE LENGTH

L/2
OF COL. REINFORCEMENT

COLUMN TIES AS
PER SCHEDULE
WALL REINFORCING AT END BLOCK WALL REINFORCING AT

L/4
R.C. COLUMN/WALL

(Z2)
2d 2d NOTE:

H
CHB END BLOCK
NO SPLICE SHALL SPLICE ZONE Sh = HOOPS & CROSSTIE SPACING NOT TO EXCEED ELASTIC SEALANT
40mm OVER (TYP.) Bs/4. 6Db VERTICAL OR Sc CHB WALL 12
FOR BOTTOM

Sy
BE ALLOWED 2d
BOTTOM BARS AT 2d EQ EQ BOTTOM BARS AT BARS EQ EQ (350 - hx)
FROM THE

CONF. REINF.

CHB "t"
CANTILEVER'S MIDSPAN BOTTOM Sc = 100 + POLYURETHANE BACKING
0.165 L1 FACE OF THE
DISCONTINUOUS END 0.165 L2 3 CHB WALL
BARS AT TWO WAY SLAB

(Z1)
SUPPORT

H/4
BOTTOM BARS AT

Lo
0.22 L1 0.22 L2 MIDSPAN Sy = TIE SPACING NOT TO EXCEED 6Db of VERTICAL

Sh
SUPPORT 1 - Ø 16 MM

50mm
or 150mm 6Db of VERTICAL or 150mm
Slap = TIES SPACING, NOT TO EXCEED THE SMALLER
SHOWING TOP BAR REINFORCEMENT
50mm MAX.AT CHB VERT. REINF.
50mm MAX. OF Bs/4 OR 100MM SHORT CLEAR SPAN "S" CHB HOR. REINF. (SEE
SUPPORT SEE SCHED. OF REINF.
AT SUPPORT Bs = SMALLER DIMENSION OF COLUMN CROSS SCHED. OF REINF). RC COLUMN OR CHB HOR. REINF.
COL. MIDDLE COL.
SECTION WALL 400
* WHICHEVER IS LARGER GOVERN. STRIP STRIP STRIP SEE SCHED. OF REINF.
HOOP REINFORCEMENT HOOP REINFORCEMENT HOOP REINFORCEMENT Lo = LARGEST COLUMN DIMENSION, BUT NOT LESS S S S 1 - Ø 16 EXTRA VERT. REINF.
SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE THAN 1/6 CLEAR HEIGHT, OR 450MM 4 2 4
WALL BASE REINFORCING AT WALL BASE REINFORCING AT
CONTINUOUS END CONTINUOUS END DISCONTINUOUS END FLOOR W/ DEPRESSION

LONG CLEAR SPAN "L"

FREE END FLAT FLOOR

STRIP STRIP STRIP

COL. MIDDLE COL.

L/4
KEY COLUMN ELEVATION SECTION CHB WALL
CHB VERT. REINF.

L/2
(SEE SCHED. OF
REINF.)
CHB VERT. REINF.

L/4

400
DOWELS (TO

400
MATCH VERT.
DOOR OPENING DETAILS WINDOW OPENING DETAILS REINF.)
SUSPENDED SLAB
TWO WAY SLAB SUSPENDED SLAB

SLAB
DEP.
LINTEL BEAM : 2 - Ø 10 CONT. HOR. LINTEL BEAM : 2 - Ø 10
COLUMN LAP SPLICE AND EXT. GIRDER TO REINFORCEMENTS W/ 10mmØ C-Type CONT. HOR. SHOWING BOTTOM BAR REINFORCEMENT
COLUMN CONNECTION DETAIL STIRRUPS @ 200mmO.C. W=1200 MAX. REINFORCEMENTS W/ LINE OF DEPRESSED SLAB @
LAP SPLICE LENGTH: (FOR W=1200 PLUS - (FOR W=1200 PLUS -10mmØ C-Type STIRRUPS @ OTHER SIDE WHEN

ANCHORAGE LENGTH

ANCHORAGE LENGTH
1. AT ANY LEVEL NO MORE THAN CONSULT 10 mmØ BAR TYP. STIFFENER COLUMN DET.
CONSULT 200mmO.C. REQUIRED
ALTERNATE BARS SHOULD BE SPLICED. TEMP. REINF. CHAIR AS
200 STRUCTURAL ENGR.) 200

SEE TABLE OF

SEE TABLE OF
200 STRUCTURAL ENGR.) 200 REQUIRED ON CHB WALLS
ROOF BEAM LEVEL 2. MIN. DISTANCE BETWEEN TWO
TYP.CHB STIFFENER

(TYP.)

(TYP.)
ADJACENT BAR SPLICES SHALL BE 600mm.
H (CLEAR HEIGHT OF COL.)

T
BEAM DETAILS
S/4 S/2 S/4 2Ø12 VERT. BAR
LAP SPLICE LENGTH AT ANY
COL. MIDDLE COL. CHB. VERT. REINF. Ø10 TIES SPACED@ 150 O.C
LEVEL NO MORE THAN 50%
STRIP STRIP STRIP CHC. (SEESCHED. TO C.L (TYP.) ALTERNATELY
LAT. TIES WITHIN CENTER
VERIFY

OF VERT. BARS SHOULD BE 2Ø12 VERT. BAR

L WINDOW OF REINF.)
HALF OF "H"

PLACED (FOR 4M CMU WALL

H
SPLICED. OPENING SHORT CLEAR SPAN "S"
MIN. DISTANCE BET. TWO L/4 Ø10 SPACED @150 O.C HEIGHT)
ADJACENT INTERVAL BARS
SECTION (TYP.) ALTERNATELY PLACED
TOP BARS @ SUPPORT (CONT.) DOOR
(TWO-WAY SLAB)

H
SPLICES SHALL BE NO LESS OPENING 1- 16Ø VERT. (FOR 3M CMU WALL HEIGHT)
REQ'D. BOT. BARS @
THAN 800 MM. BARS
SUPPORT 4Ø12 VERT. BARS W/1Ø10 TIES;
2ND FLOOR BEAM LEVEL

SILL HEIGHT
SPACED@150 TO C.L (TYPICAL) (FOR
1-Ø16 ADDITIONAL
.JT. REINF.

4M CMU WALL HEIGHT)

VERTICAL BARS

MIN.
600
EACH FACE

LOC. OF GROUND BEAM

CONF. REINF. TIES

PIPE SLEEVE THRU BEAM DETAIL

VERIFY

100MM THK SLAB ON EXTRA BOT. BARS @ NOTES:

FLOOR LINE FLOOR LINE 2d (NO PIPE SLEEVE SHALL BE PROPOSED PIPE SLEEVE LOCATIONS
GRADE w/ 10MMØ BAR MIDSPAN
COMPACTED ALLOWED W/IN THIS ZONE 1. SEEK STRUCT'L ENGINEER'S APPROVAL FOR PIPE SLEEVES
@400MM O.C.B.W. w/ 75 0.165L SPLICE
SUITABLE BACKFILL BOT. BARS@ MIDSPAN (TYP.)) SCH. 40 G.I. PIPE SLEEVE DIAMETERS BIGGER THAN THE MAXIMUM STIPULATED.
MM THK GRAVEL BED.
ATLEAST 95% 0.22L 2 - EXTRA STIR. EA. SIDE 2. PIPE SLEEVES SHALL BE LOCATED W/IN TENSION ZONES OF BEAM.
MAXIMUM DRY EXTRA TOP BARS @ OF SLEEVE 3. NO PIPE SLEEVE SHALL BE ALLOWED AT TWICE THE THE BEAM
GROUND FLOOR LEVEL/ SUPPORT 2d
DENSITY(ASTM FACE OF SUPPORT DEPTH (2d) FROM THE SUPPORT.
TOP OF TIE BEAM 150 NOTE: OMIT EXTRA REINF. FOR OPENING LESS
D-1557) 4. 4. PIPE SLEEVE MAXIMUM DIAMETER. IS : (LEAST GOVERNS)

(SEE BEAM SCHED.)

2 - Ø 10 CONT. HOR. REINFORCEMENTS
THAN 200 MM VERT. & 400 MM. HOR. Øp 2d
TOP BARS

TY 00
P.
A) 1/5 OF BEAM DEPTH

5
10mmØ C-Type STIRRUPS @ 200mmO.C.
B) B) 100 MM
2.00M(min.)

NAT. GROUND LEVEL

2 - EXTRA STIR. EA.

D
200

40 CLR
b SIDE OF SLEEVE
NATURAL SOIL LB TOP BARS
BOT. OF FOOTING BOT. BARS Ø16 EXTRA BARS Ø12 EXTRA BARS E.F.
D

(DIAGONALS)

D/5
E.F.(TYPICAL)

40 CLR.
LINTEL BEAM : DETAILS
PIPE SLEEVE
FACE OF
STIR. AS SCHED.
LB 75MM THK GRAVEL BED SUPPORT 4D(min) Ø12 CROSS ANCHORS
TYPICAL TO ALL Ø WELDED TO SLEEVE
FOOTINGS L/4 L/2 L/4 BOT. BARS
SECTION
LOCATION OF STRAP
LIMIT LOCATION OF PIPE SLEEVE
BEAM

WALL SUPPORT AT BOTTOM OF WALL SUPPORT AT BOTTOM EDGE OF WALL TOP SUPPORT IN AREAS W/ CHB EXTENSION LINTEL BLOCK IF REQ'D. PIPE SLEEVE THRU WALL SECTION 3a
SLAB/BEAM BEAM DROPPED CEILINGS
6MM THK. PL ANCHORED TO CONC. EXTENSION 8a CHB "t"
CHB "t" S-2
2-Ø10 POWDER ACTUATED CONCRETE SLAB W/ 2-Ø10 WHEN REQUIRED CHB "t"
STUD ANCHOR (OR EQUAL) W/ 1-Ø16 REINF. PIPE

VARIES
POWDERED ACTUATED STUD OR
25 MIN

BOT OF CONCRETE CHB WALL SLEEVE

COMPRESSIBLE 200 X 300 X 6 PL. SUPPORT WELDED TO BOT. OF STL.
SLAB/BEAM REQUIRED CONCRETE FILLER
FILLER @ 1200 O.C. TRUSSES
25 MIN

MATERIAL CHB WALL CONCRETE PIPE

L75X75X6X300LG. COMPRESSIBLE
BARS ALONG B CHB. VERT. REINF. CHB. VERT. REINF. FILLER
SUPPORT @ 1200 FILLER MATERIAL L 64 x 64 x 6MM
CHC. (SEE SCHED.
B

O.C. L75X75X6X300LG. LINTEL BLOCK W/ 2 - Ø BRACE @ 1200 CHC. (SEE SCHED.

CHB WALL OF REINF.) OF REINF.)
BARS ALONG L 2 - Ø 10 POWDER SUPPORT @ 1200 16 CONT. HOR. REINF. 2-Ø10X150LG. O.C.
ACTUATED STUD CHB. VERT. O.C. ANCHOR
CHB WALL MASTIC
ANCHOR REINF. (SEE BOLTS LINTEL BEAM : 2 - Ø 10
2 - Ø 10 POWDER WT6X13x4"LG. W/ 100LG. SEALANTEACH SIDE
(OR EQUAL) SCHED. OF CONT. HOR.
ACTUATED STUD CHB. VERT. REINF. TOP OF CHB WALL
FOR 1-Ø16MM BOLT.
Ly REINF.) REINFORCEMENTS W/ PIPE SLEEVE
ANCHOR (SEE SCHED. OF
LINTEL BLOCK 10mmØ C-Type STIRRUPS

(MIN)
COMPRESSIBLE MATERIALS

200
(OR EQUAL) REINF.)
2 - Ø 16 CONT.. @ 200mmO.C. CHB WALL
CEILING LINE
HOR. BARS
CHB VERT. REINF.
(SEE SCHEDULE
FOR REINF.)

STRUCTURAL ENGINEER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA CONSTRUCTION NOTES

MARLON PTR NO.:

PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: CONSTRUCTION WORKMANSHIP

MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:
DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
S-2
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 2 OF 4 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 A B C D E A B C D E A B C D E
VARIES VARIES VARIES
2.00 5.00 4.00 3.75 2.20 2.00 2.00 5.00 4.00 3.75 2.20 2.00 2.00 5.00 4.00 3.75 2.20 2.00
1.00 5.00 1.00
9.55 6.80
50X100X1.5mm THK. 0.30 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.20
C-PURLINS
5.95 6.00 0.30 0.60
50X100X1.5mm THK.
WF WF WF WF WF WF C-PURLINS WITH 50
F-2/C3 F-2/C3 F-2/C3 F-2/C3 F-2/C3 F-2/C3 F-2/C3 0.550.50 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.20 X50MM 50X100X1.5mm THK.
ANGLE CLEATS, C-PURLINS
SPACED AS
100MM THK. SLAB ON GRADE WITH 10MM DIA. SHOWN
50X100X1.5mm THK.
4.00

4.00

4.00
WF @ 400MM O.C. TEMP. BARS, SELECT BACKFILL WF
MATERIALS LAID IN LAYER OF 300MM C-PURLINS WITH 50 X50MM
COMPACTED TO 95% OF MAXIMUM DRY ANGLE CLEATS, SPACED AS
GA. 24, PRE
DENSITY (MDD) PER LAYER. SHOWN
PAINTED G.I.
PROVIDE 100MM THK. GRAVEL GUTTER GA. 24, PRE PAINTED G.I.
F-2/C3 F-2/C3 (VERIFY
FTB 1/GB 1 FTB 1/GB 1 FTB 1/GB 1 T-1 T-7 GUTTER
1 1 APPROVED 1 (VERIFY APPROVED
C2 C2 C1 C1 C2 B1 C2 RB/SB1 C1 RB/SB1 C1 PATTERN) C2 RB/SB1 C2 PATTERN)
F-1/C2 F-1/C2 F-1/C1 F-1/C1
WF WF

2.21

2.19

RB/SB1
WF

FTB 1/GB 1
FTB 1/GB 1

FTB 1/GB 1
T-7

RB

RB
B1

B1
4.60

4.60

4.60
GB 1
RB
F-2/C3 WF F-2/C3 T-2

8.03
WF

2.19

2.19
WF WF WF
WF
T-7
2 C2
F-1/C2 GB 1
C2
F-1/C2 GB 1
C1
F-1/C1 GB 1
C1
F-1/C1 2 C2
B1 SC1 C2 RB T-2
C1 RB C1 2 C2 RB C2

1.93

1.93

RB/SB1
F-2/C3 F-2/C3
FTB 1/GB 1
FTB 1/GB 1

FTB 1/GB 1
DEPRESSED

RB
T-7

B1

B1
B1
ROOF BEAM
VARIES

VARIES

VARIES
RB

GB 1
3.85

3.85

3.85
WF

RB
WF WF T-2

1.90

1.93
FTB 1/GB 1
T-7
3 F-2/C3 C2
F-1/C2 GB 1
C2
F-1/C2 GB 1
C1
F-1/C1 GB 1
C1
F-1/C1
C1
F-1/C1 F-2/C3 3 C2
B1 SC1 C2
RB
C1
RB
C1 C1 3 C2
RB
C2
T-3

2.08
2.61

RB/SB1
GB 1

WF WF
T-7
FTB 1/GB 1
FTB 1/GB 1

FTB 1/GB 1

B1

B1
4.15

4.15

4.15
7.40

RB
RB

RB
WF GB 1
WF
T-4RB

2.08
F-2/C3 F-2/C3

2.61
T-7
4 WF
C2
F-1/C2 GB 1
C2
F-1/C2 GB 1 WF
4 C2
B1
C2
RB 4 C2
RB/SB1
C2
0.85

0.85

0.85
GB 1 RB/SB1

CRB/SB1
5 C1
F-1/C1
C1
F-1/C1 5 T-5
C1 C1 5

CRB/SB1

1.00
WF T-6
WF
F-2/C3 F-2/C3 CRB/SB1

1.00
4.00

4.00

4.00
WF WF 0.60 0.30

0.550.50 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.30
5.95 6.00
WF
F-2/C3 F-2/C3 F-2/C3 F-2/C3 F-2/C3 F-2/C3 F-2/C3
WF
LEGEND:
COLUMN
1 FOUNDATION PLAN 2 LOWER ROOF FRAMING PLAN 3 UPPER ROOF FRAMING PLAN
S-3 SCALE: 1:100MTS S-3 SCALE: 1:100MTS
WF
WALL FOOTING S-3 SCALE: 1:100MTS

DEPRESSED SLAB/BEAM
A B C D E A B C D E
SEE BLOW UP DETAILS
5.00 4.00 3.75 2.20 5.00 4.00 3.75 2.20
ROOF APEX ROOF APEX
ELEV. ±8.11 ELEV. ±8.11

truss truss
1

1
1.86

1.86
SB

SB
r steel r steel
tubula tubula

1.25

1.25
SB1
3.71

3.71
TOP OF BEAM TOP OF BEAM 1 1
1

RB RB SEE BLOW UP DETAILS

RB

RB

ELEV. ± 6.25 ELEV. ± 6.25

RB1
angle angle
1.85

1.85

1.85
SB1 bar tr SB1 bar tr
SC1 uss uss
2.45

2.45

2.45

0.60
8.11

8.11
TOP OF BEAM TOP OF BEAM
B1

B1

B1

B1

B1
ELEV. ± 4.40 SB1 ELEV. ± 4.40
B1 B1

1
1

TOP OF BEAM TOP OF BEAM 1

RB
RB

1
RB

0.57
ELEV. ± 3.8 ELEV. ± 3.8
RB

RB

RB
RB1 RB1 RB1 RB1

1
RB1

RB
3.20

3.20

3.20

4.40
3.20

3.20

3.20

3.23
UPPER GROUND FFL UPPER GROUND FFL
1

1
GB

GB
GB

GB
ELEV. ± 1.20 ELEV. ± 1.20
GB 1 GB 1
1

1
1.20

1.20

1.20
LOWER GROUND FFL 1 LOWER GROUND FFL
1

1
GB
B

GB

GB

GB
0.60

0.60

0.60
ELEV. ± 0.60 ELEV. ± 0.60
GB 1 GB 1 GB 1 GB 1
FT

FT
1
1

1
B
FT

FT
B

B
ROAD LEVEL ROAD LEVEL
FT
B

B
FT

FT
ELEV. ±0.00 FTB 1 FTB 1 FTB 1 ELEV. ±0.00 FTB 1 FTB 1
1

1
F-1/C2 F-1/C2 F-1/C1 F-1/C1 F-1/C2 F-1/C2 F-1/C1 F-1/C1 F-1/C1

4 STRUCTURAL SECTION ALONG GRIDLINE 1 5 STRUCTURAL SECTION ALONG GRIDLINE 3

S-3 SCALE: 1:100MTS S-3 SCALE: 1:100MTS

STRUCTURAL ENGINEER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA FOUNDATION PLAN
MARLON PTR NO.:
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: LOWER ROOF FRAMING PLAN
UPPER ROOF FRAMING PLAN
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:
DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
2

3
CHECKED BY:
APPROVE BY:
STRUCTURAL SECTION
S-3
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
Tel: 573-7135/CP: 09493936189 TIN NO: 4 REVISION BY: 3 OF 4 SHEET
Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN
 200 200 200 200 SCHEDULE OF TRUSS
200 200
4-16mmØ REBAR 2-16mmØ REBAR 4-16mmØ REBAR 2-16mmØ REBAR DESCRIPTION TC BC W
2-16mmØ REBAR

0.20
4-16mmØ REBAR

0.20
T-1 2-50mmX50mmX6.35mm Ð
#16 #12
400

400
2-12mmØ REBAR 2-12mmØ REBAR 2-12mmØ REBAR 2-12mmØ REBAR
LOWER 0.40 0.40 Ð Ð Ð

400
2-12mmØ REBAR 2-12mmØ REBAR T-2 2-50mmX50mmX6.35mm 2-50mmX50mmX6.35mm 2-38mmX38mmX6.35mm
ROOF BEAM VERT. BARS : 6-16mmØ VERT. BARS : 4-12mmØ
2-16mmØ REBAR 4-16mmØ REBAR 2-16mmØ REBAR 4-16mmØ REBAR TIES : 10Ømm TIES : 10Ømm
TO
SECTION T-3 2-50mmX50mmX6.35mm Ð 2-50mmX50mmX6.35mm Ð 2-38mmX38mmX6.35mm Ð
2-16mmØ REBAR 4-16mmØ REBAR SECTION
UPPER SIZE: (L X W) (400mm.X200mm.) SIZE: (L X W) (400mm.X200mm.)

@ SUPPORT @ MIDSPAN @ SUPPORT @ MIDSPAN VERTICAL BARS: 6-16MM. DIA RSB VERTICAL BARS: 4-12MM. DIA RSB T-4 2-50mmX50mmX6.35mm Ð 2-50mmX50mmX6.35mm Ð 2-38mmX38mmX6.35mm Ð
ROOF BEAM TIES: 10MM. DIA RSB SPACED 3@.50mm TIES: 10MM. DIA RSB SPACED 1@.50mm
@ SUPPORT @ MIDSPAN 3@.100, 2@.150, REST @.200 M. REST @.200 M.
USE: 10mm STIRRUPS SPACED @; 1-50mm, USE: 10mm STIRRUPS SPACED @; 1-50mm, TO CENTER LINE TO CENTER LINE
T-5 2-50mmX50mmX6.35mm Ð 2-50mmX50mmX6.35mm Ð 2-38mmX38mmX6.35mm Ð
7-100mm, REST @200mm USE: 10mm STIRRUPS SPACED @; 1-50mm, 7-100mm, REST @200mm
7-100mm, REST @200mm Ð
T-6 2-50mmX50mmX6.35mm
FTB 1/GB 1 SECTION BEAM 1 SECTION RB1/CRB 1 SECTION
T-7 50mmX150mmX2mm TUBULAR STEEL
GROUND FLOOR

0.20

0.20
#16 #16
TO 0.40 0.40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75
AA : BEAM NO. OF MAIN REBARS VERT. BARS : 6-16mmØ VERT. BARS : 6-16mmØ
BEAM STIRRUP TYPES : DIMENSIONS LOWER TIES : 10Ømm TIES : 10Ømm
BEAM (in mm) EXTERNAL SUPPORT MIDSPAN INTERNAL SUPPORT WEB STIRRUPS REMARKS ROOF BEAM SECTION SECTION
A : 10Ø : 1 @ 50, 7 @ 100, MARK REBAR BARS TYPE
(mm Ø) TOP MID.(12 MID.(12 MID.(12 SIZE: (L X W) (400mm.X200mm.) SIZE: (L X W) (400mm.X200mm.)
REST @ 200mm O.C. TO C.L. b h Ømm) BOTT. TOP Ømm) BOTT. TOP Ømm) BOTT. VERTICAL BARS: 6-16MM. DIA RSB VERTICAL BARS: 6-16MM. DIA RSB

FTB-1/GB1 200 400 16Ø 4 2 2 2 2 4 4 2 2 - AA TIES: 10MM. DIA RSB SPACED 3@.50mm TIES: 10MM. DIA RSB SPACED 3@.50mm
B : 10Ø : 1 @ 50, 5 @ 200, 3@.100, 2@.150, REST @.200 M. 3@.100, 2@.150, REST @.200 M.

2.37
TO CENTER LINE TO CENTER LINE
REST @ 250mm O.C. TO C.L. -

0.35
B1 200 350 16Ø 4 2 2 2 2 4 4 2 2 AA
10Ø : 1 @ 50, 5 @ 125, 4 @ 175, RB1/CRB1 200 400 16Ø 4 2 2 2 2 4 4 2 2 - AA
C : REST @ 250mm O.C. TO C.L.

D : 10Ø : 1 @ 50, 3 @ 125, 3 @ 175,

FOOTING
REST @ 250mm O.C. TO C.L.

T-2

0.25
#12

0.20

0.20
E : 10Ø : 1 @ 50, 3 @ 75, #16 #16
REST @ 125mm O.C. TO C.L. TO 0.40 0.40 0.25
F : 10Ø : 1 @ 50, 3 @ 150, VERT. BARS : 6-16mmØ VERT. BARS : 6-16mmØ VERT. BARS : 4-12mmØ
TIES : 10Ømm TIES : 10Ømm TIES : 10Ømm 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 1.20
REST @ 200mm O.C. TO C.L.
GROUND FLOOR SECTION SECTION SECTION
G : 10Ø : 1 @ 50, 3 @ 150, SIZE: (L X W) (400mm.X200mm.) SIZE: (L X W) (400mm.X200mm.) SIZE: (L X W) (250mm.X250mm.)
REST @ 200mm O.C. TO C.L. VERTICAL BARS: 6-16MM. DIA RSB VERTICAL BARS: 6-16MM. DIA RSB VERTICAL BARS: 4-12MM. DIA RSB
TIES: 10MM. DIA RSB SPACED 3@.50mm TIES: 10MM. DIA RSB SPACED 3@.50mm TIES: 10MM. DIA RSB SPACED 3@.50mm
3@.100, 2@.150, REST @.200 M. 3@.100, 2@.150, REST @.200 M. 3@.100, 2@.150, REST @.200 M.
10Ø : 1 @ 50, 3 @ 75, TO CENTER LINE TO CENTER LINE TO CENTER LINE
REST @ 100mm TO FREE
H :

2.37
END (CANTILEVER)
COLUMN MARKED C1 C2 C3 SC1
10Ø : 2 @ 50,
REST @ 100mm O.C. TO

0.35
5 COLUMN SCHEDULE

0.57
S-4 SCALE: 1:100MTS
1 BEAM SCHEDULE
S-4 SCALE: NTS
50mMX50mm ANGLE 10mm THK STEEL PLATE
T-3
BAR
1.00 1.00 1.00 1.00 5.95
150 2-12mmØ 2-12mmØ EXPANSION
SCHEDULE OF SLAB REINFORCEMENT BOLT
10mmØ C-Type 12mmØ EXPANSION
THICK- BAR Ø along LONG SPAN STIRRUPS @200mm C/C. BOLT
along SHORT SPAN TEMP. BARS
SLAB UNLESS
NESS TUBULAR STEEL TUBULAR STEEL
MARK OTHERWISE TOP BARS DISCONT. BOTTOM BARS TOP BARS CONT. TOP BARS DISCONT. BOTTOM BARS TOP BARS CONT. REMARKS CONNECT MAIN BARS TO
("t") SPECIFIED
(TBD) (BB) (TBC) (TBD) (BB) (TBC) ADJACENT COLUMNS.

200

2.94
SOG 100 10 400 O.C. BOTHWAYS PROVIDE 6 MIL VAPOR BARRIER

CASE 1 CASE2
2 SLAB SCHEDULE T-5
S-4 SCALE: NTS
SB1 DETAILS STEEL CONNECTION DETAILS

6 STEEL TRILLES CONNECTION DETAILS 7 TRUSS SCHEDULE

S-4 SCALE: NTS
BOTTOM REINFORCEMENT S-4 SCALE: NTS
DIMENSIONS IN MM
FOOTING
ALONG "L" ALONG "B" 50X100X1.5mm THK C-PURLINS
MARK REMARKS
50X100X1.5mm THK C-PURLINS
L B T BOT. BARS BOT. BARS 2 - PCS 16mmØ DEFORMED BARS
12mmØ SAGRODS WRAP-WELDED to TRUSS
F-1 1200 1200 400 8-16Ømm 8-16Ømm ISOLATED FOOTING 12mmØ SAGRODS
RAFTER TRUSS, 50X50X6.35mm TOP&BOT
F-2 800 800 200 5-12Ømm 5-12Ømm CANTILEVER CHORDS & 38X38X6.35mm WEB MEMBERS RAFTER TRUSS,SEE SCHEDULE
18mm THK FASCIA BOARD
18mm THK FASCIA BOARD 1 - LC 50X100X1.5 C-PURLINS
2 - LC 50X100X1.5 C-PURLINS

BRACKET 6mm THK @0.80M O.C.

BRACKET 6mm THK @0.80M O.C.

3 FOOTING SCHEDULE 2 - PCS 16mmØ DEFORMED BARS

S-4 SCALE: NTS WRAP-WELDED to TRUSS

GL
GL 18mm THK FASCIA BOARD with .5mm
FLASHING
18mm THK FASCIA BOARD with .5mm
FLASHING
2-50X50X6.35mm KING POST
50X100X1.5mm THK C-PURLINS RAFTER TRUSS, 50X50X6.35mm TOP&BOT RAFTER TRUSS,SEE SCHEDULE
38X38X6.35mm WEB MEMBERS CHORDS & 38X38X6.35mm WEB MEMBERS
10mm THK SINGLE SIDED
4.76mm THK GUSSET PLATE ALUMINUM INSULATION 50X100X1.5mm THK C-PURLINS 50X100X1.5mm THK C-PURLINS
10mmØ DOWEL BARS @ 400 mm O.C.
WRAPPED AND WELDED TO ANGLE BAR 12mmØ SAGRODS 12mmØ SAGRODS
1 - 50x50x6.35mm ANGLE BAR
0.20

50X50X6.35mm BOT CHORDS

STIFFENER BEAM
2 - PCS 16mmØ DEFORMED BARS
REINF: 2-16mmØ w/ 10mmØ
2 - PCS 16mmØ DEFORMED BARS WRAP-WELDED to TRUSS
C-Type STIRRUPS @200mm C/C.
WRAP-WELDED to TRUSS
PLASTERED CHB WALL STIFFENER BEAM

BOTTOM OF CEILING
COLUMN

STEEL TRUSS
4 ROOF CONNECTION DETAILS TUBULAR TRUSS
S-4 SCALE: NTS

8 R OOF EA VES CON NECTION DETAILS

S-4 SCALE: NTS

STRUCTURAL ENGINEER: PROJECT TITLE & LOCATION: OWNER: SHEET CONTENT:

LIC. NO.: REVISION-DATE DRAWN BY: SHEET NO.:
M NA BEAM SCHEDULE DETAILS
MARLON PTR NO.:
PROPOSED ONE-STOREY RESIDENCE SPS. JUNEL V. MANALILI &
1 DATE: COLUMN SCHEDULE
SLAB SCHEDULE
MANALAN AN
ARCHITECTS ☺DESIGNS☺PLANS☺BUILDS☺INTERIORS
PLACE:

DATE:
(BUNGALOW) NEL JELLYN D. MANALILI
AUTHORIZED REPRESENTATIVE
3
2 CHECKED BY:
APPROVE BY:
FOOTING SCHEDULE
BEAM SCHEDULE
TRUSS DETAILS
S-4
No. 20, Sitio Maligaya, Brgy. Bahay Toro, Project 8, Quezon City LOCATION:
TIN NO: 4 REVISION BY: 4 OF 4 SHEET
Tel: 573-7135/CP: 09493936189 Email: marlon16@ymail.com BRGY. GUTAD ,FLORIDABLANCA ,PAMPANGA
SCALE: AS SHOWN