A B C D E F G A B C D E F G

16.25m 16.25m

3.75m 4.50m 3.90m 4.10m 3.75m 4.50m 3.90m 4.10m

TB01
RB-02

11 SLAB ON FILL
10mm Ø @ 600 mm
WF01
11
1.50m

1.50m
BOTHWAYS
C1F1 C1F1
4'' THICK CHB WITH 10 mm Ø
TB01
RB-02 VERTICAL REBARS @ 600 mm.,
10 10 &10 mm., Ø HORIZONTAL REBARS
1.00m

1.00m
C1F1 WF01
TB01 C1F1 C1F1 SPACED @ EVERY 3 LAYERS

RB-02
5.00m

5.00m
RB-02
RB-02
9 9 OF CHB.

WF01

TB01
WF01
WF01
C1F1 TB01
RB-02

8 SLAB-ON-FILL

RB-02
WF01

TB01
C1F1 C1F1
TB01

WF01
5.00m

5.00m

RB-02
WF01
TB01

RB-02 RB-02

TB01
WF01 WF01

RB-02

RB-02
RB-02
TB01

WF01

1.75m

1.75m
TB01 TB01
7 7 RB-02 RB-02
3-12 mm Ø LONGITUDINAL

RB-02
TB01 C1F1
WF01
C1F1 C1F1
BOTTOM BARS

6 6

15.50m

15.50m
RB-02 RB-02 RB-02

RB-02
TB01

2.75m

2.75m
WF01

TB01
WF01

1.00
C1F1 C1F1

WF01
18.00m

18.00m

RB-02
RB-02
RB-02
TB01
12 mm Ø TRAVERSE
4.00m

4.00m
RB-02
WF01
TB01

5 WF01
5 BOTTOM BARS SPACED
WF01

RB-02
WF01
C1F1 C1F1 @ 300mm M.O.C.

0.20
WF01

RB-02

RB-02
WF01
4 4
RB-02

4.00m

4.00m
TB01
WF01
RB-02
TB01
C1F1 C1F1 C1F1
2.00m

2.00m
0.45
100 mm THK GRAVEL BED,
WF01
95 % COMPACTION
WF01
RB-02 RB-02
3 TB01 TB01
3
C2F2 C1F1 C1F1 C1F1

RB-01

RB-01

RB-01
2.00m

2.00m
WF01
WF01 SECTION
TB01

2 2
TB01
4.50m

4.50m
TB01 RB-01
C2F2

1 TB01
1 RB-01
C2F2 C2F2

1 FOUNDATION PLAN 2 ROOF BEAM LAYOUT 3 WALL FOOTING DETAILS

S 1 SCALE 1:1OO Mts. S 1 SCALE 1:1OO Mts. S 1 SCALE 1:1OO Mts.

10mm Ø LATERAL
10mm Ø LATERAL
TIES @ 5 - 50mm,
TIES @ 5 - 50mm,
@5 - 100mm, 0.25
@5 - 100mm, 0.20
REST @ 150mm
1.00m REST @ 150mm

0.25m

GRADE LINE GRADE LINE

4-16mm.∅

0.25

0.20
6-16mm ∅

5-12mm. ∅ 0.20m
4-12mm. ∅
BOTHWAYS BOTHWAYS

VERIFY
VERIFY

C-01 C-02
0.25m
1.00m

MAIN BAR: MAIN BAR:

0.80 m

0.20m

5 - 12mm Ø 4 - 12mm Ø 6-16mm ∅ 4-16mm ∅

BOTHWAYS BOTHWAYS TIES: TIES:
10mm ∅ 10mm ∅
6-16mm. ∅ 5 @ 50mm, 5 @ 50mm,
5 @ 100mm, 5 @ 100mm,
MAIN BAR 4-16mm. ∅

0.20m
0.20m

rest @ 150mm to CENTER rest @ 150mm to CENTER

MAIN BAR
PLAN PLAN
C1F1 SECTION
1.00m
C2F2 SECTION
0.80m

4 COLUMN FOOTING DETAILS 5 COLUMN SCHEDULE

S 1 SCALE 1:1OO Mts. S 1 SCALE 1:1OO Mts.

ARCHITECT CIVIL ENGINEER PROJECT TITLE & LOCATION APPROVED BY: DATE REVISION SHEET CONTENTS SHEET NO.

FOUNDATION PLAN

ONE - STOREY RESIDENTIAL MR. DANILO J. LABAN

ROOF BEAM LAYOUT
WALL FOOTING DETAILS
S
Arch. BENJAMIN B. RIMANDO, JR., UAP COLUMN FOOTING DETAILS
PRC NO.: 22341
VALIDITY: 06/25/2022
PTR NO.: 6903754
DATE ISSUED: 01/04/2022
PRC NO.:
VALIDITY:
PTR NO.:
DATE ISSUED:
COLUMN SCHEDULE 1 2
TIN NO.: 942-893-950 PLACE: BAUANG, LA UNION TIN NO.: PLACE: LOCATION: PUROK 9 SAN ISIDRO, CASTILLA, SORSOGON OWNER CAD BY: C J F