0.875 0.25 0.

875 C-1 REMARKS

ROOF DECK - TOP OF PARAPET

0.25

UNLESS OTHERWISE
SPECIFIED, ALL
REINFORCING STEEL

0.40
BARS SHALL BE

0.60

H
GRADE 40.

0.80
125MM. THK. CONCRETE SLAB 6-20mmø x 6.00m
VERTICAL BARS

0.40
VERTICAL BARS
FIN. 2ND FLOOR LINE
10mmø TIES - 1 SET SPACED @
TIES
5@50,4@100,2@150, REST @200 TO C/L

@100mm.
0.25

& 50mm.

SECOND FLOOR - ROOF DECK

UNLESS OTHERWISE
SPECIFIED, ALL

H/3
3.25
1.25

1.65
REINFORCING STEEL

0.40
@150mm.
BARS SHALL BE

& 200mm.
H/3
GRADE 40.

@100mm.
8-20mmø x 6.00m

& 50mm.
VERTICAL BARS VERTICAL BARS

H/3
0.40
8PCS. - 20mm.Ø GRADE 40 VERTICAL BARS WITH TIES
10mmø TIES - 2 SETS SPACED @
10mm.Ø LATERAL TIES AND INNER TIES SPACED @ 5@50,4@100,5@150, REST @200 TO C/L
3.50

5-0.05,4-0.10,5-0.15 AND THE REST IS 0.20mtrs. ON

@100mm.
0.80

& 50mm.
0.25

FOUNDATION - SECOND FLOOR

CENTER BOTH WAYS

H/3
0.60
UNLESS OTHERWISE
SPECIFIED, ALL
REINFORCING STEEL

0.40
@150mm.
& 200mm.
BARS SHALL BE
GRADE 40.

H/3
H
13PCS. x 21PCS. - 20mm.Ø GRADE 40
DRB. MATTING BARS SPACED AT
0.15mtrs. ON CENTER BOTH WAYS.

@100mm.
12-20mmø x 7.50m

& 50mm.
VERTICAL BARS VERTICAL BARS

H/3
2.00 10mmø TIES - 2 SETS SPACED @
TIES
12MM.Ø DRB. DOWEL BARS 8@50,5@100,5@150, REST @200 TO C/L

TIE SPACING
TIE BAR TIE HOOK SHALL BE
FIN. 1ST FLOOR LINE FOOTING 03 (F3) DETAIL CUTTING
AND
10 TIMES THE
DIAMETER OF BARS
SCALE 1:40 MTS BENDING AND BEND
0.60

AS SHOWN

2.00
NAT. GROUND LINE
0.875 0.25 0.875 0.625 0.25 2.25 0.25 0.625

13PCS. - 20mm.Ø GRADE 40 DRB. 25PCS. x 13PCS. - 20mm.Ø GRADE 40

MATTING BARS SPACED AT 0.15mtrs. ON DRB. MATTING BARS SPACED AT
CENTER BOTH WAYS. 0.15mtrs. ON CENTER BOTH WAYS.
2.00
2.30

0.80

0.80
0.20 0.35

2.00

2.00

2.00
0.40

0.40
0.30
±0.15

0.80

0.80
0.25

2.00 0.75 2.50 0.75

2.00 4.00

COLUMN 01 (C1) DETAIL FOOTING 01 (F1) DETAIL FOOTING 02 (F2) DETAIL

S C A L E 1 : 4 0 M T S SCALE 1:40 MTS SCALE 1:40 MTS

PREPARED BY: CHECKED BY: CHECKED/REVIEWED BY: PROJECT TITLE: RECOMMENDING APPROVAL: RECOMMENDING APPROVAL: APPROVED BY: SHEET No.

CONSTRUCTION OF EMERGENCY OPERATION S-7 25

ALVIN JOHN P. HALLARSIS, UAP ZALDY A. GAYOSA, REA, REB AND TRAINING CENTER CYRUS JOSE J. UBANO, CPA, MBA RUEL C. TIANCHON, MPA, REA, REB ATTY. ELIORDO U. OGENA
ARCHITECT I CHIEF, PLANNING, DEVELOPMENT CITY HALL COMPOUND, CITY OF KORONADAL CDRRMO CITY ENGINEER CITY MAYOR
60
REPUBLIC OF THE PHILIPPINES
PROVINCE OF SOUTH COTABATO AND DESIGN DIVISION
CITY OF KORONADAL

OFFICE OF THE CITY ENGINEER