8-16MMØ VERT.

BARS W/ 10MMØ HOLDING TIES

SEE CONSTRUCTION NOTES FOR CHB
SP.@ 3-0.05M.,4-0.10M.REST 0.20M.O.C.
REINFORCEMENT ( TYPICAL )

TYP.0.175M.X 0.40M.
8-16MMØ BASEBARS R.C. COLUMN
BOTHWAYS SP.@ 0.175M. O.C TYP.5"THK. CHB.

10MMØ BOTTOM FIN.FLR.LN.

VARIES
FTB
BARS SP.@ 0.30M.

A B C

MIN.0.60M.
FTB FTB
4.00M. 3.00M.

0.25M.
FTB FTB

0.30M.
1.30M. STONE
8-16MMØ BASEBARS
BOTHWAYS SP.@ 0.175M. O.C 3-10MMØ CONTINOUS BARS

FTB
0.45M.
FTB STRAP FTG. BEAM
4

WF-1 PLAN WF-1 SECTION

1.30M. 2.20M.
BOULDERS
F1/C1 CENTER INTERIOR A TYP.WALL FOOTING DETAILS
F1/C1 F1/C1 SECTION
3.50M.

F1/C1 F2/C1 ST 1 SCALE 1 : 50METERS

10MMØ VERTICAL AND HORIZONTAL

WF-1
8-16MMØ VERT.BARS W/ 10MMØ HOLDING TIES
BARS SP.@ 0.60M. O.C.
FTB

FTB

FTB
WF-1 SP.@ 3-0.05M.,4-0.10M.REST 0.20M.O.C. 10MMØ TEMPERATURE BARS SPACED
AT 0.490M. ON CENTER RESPECTIVELY
TYP.0.175M.X 0.40M.
F1/C1

1HRS.FIRE RESISTANCE
F1/C1 F2/C1 8-16MMØ BASEBARS R.C. COLUMN
BOTHWAYS SP.@ 0.175M. O.C
STRAP FTG. BEAM
3

FTB

FTB
FTB FTB
2.00M.

TYP.5"THK. CHB.
ALONG PERIMETER
F1/C1 F1/C1
FTB

FTB

FTB

FIRE WALL FTB

FTB

FTB
STRAP FTG. BEAM FTB
2

0.40M..
FTB FTB

F1/C1 FTB
3.50M.

F1/C1 F2/C1 8-16MMØ BASEBARS

BOTHWAYS SP.@ 0.175M. O.C

FTB
FTB

FTB

FTB

STONE
F1/C1 F1/C1
0.175M.
A TYP.GRND.REINF.BARS
BOULDERS
ST 1 SCALE 1 : 50METERS
FTB STRAP FTG. BEAM
F1/C1 CENTER ALONG PERIMETER F1/C1 SECTION TYP. FTB CONNECTION
1

8-16MMØ VERT.BARS W/ 10MMØ HOLDING TIES

F1/C1 F2/C1 SP.@ 3-0.05M.,4-0.10M.REST 0.20M.O.C.
F1/C1
TYP.0.175M.X 0.40M. TYP.0.175M.X 0.40M.
8-16MMØ BASEBARS R.C. COLUMN R.C. COLUMN
BOTHWAYS SP.@ 0.175M. O.C
0.30m.
4.00M. 3.00M. 10-16MMØ REBARS
FTB

FTB FTB

0.40m.
A FOUNDATION PLAN
ST 1 SCALE 1 :50METERS
FTB 8-16MMØ BASEBARS FIRE WALL
BOTHWAYS SP.@ 0.175M. O.C

F1/C1 CORNER TYP.STRAP FOOTING BEAM 0.30m. x 0.40m. STONE

A TYP.FOOTING PLAN
1 SCALE 1 : 50METERS
BOULDERS X'X' BOULDERS SECTION X'X'
ST
F1/C1 SECTION(interior) F2/C1 SECTION(exterior) TYP.STRAP FTG. BEAM
LOGO: PREPARED FROM THE OFFICE OF: R.A.9266, Art.IV, Sect. 33 PROJECT NAME: APPROVED BY: DRAWN BY: REVISIONS: SHEET CONTENTS: DRAWING NO.

CHECKED BY:
AR
PETER C. LAMSEN TWO STOREY RESIDENTIAL DATE DRAWN:
CIVIL ENGINEER BUILDING *ESPERANZA T. ROSARIO* *AS SHOWN* 4 10
PRC. NO.: 26480 ISSD. ON : 01-03-2023 DATE PRINTED:
SHEET NO.:
PTR. NO.: 6761538 ISSD. AT : SCCP
TIN. 167-951-578 DATE:
LOCATION : BRGY.MANZON,BLK 1 LOT 4 MELMAC SUBDIVISION
SAN CARLOS CITY , PANGASIUNAN 2420
OWNER DATE APPROVED: 4