100mm THK.

CONCRETE
SLAB + FINISH W/ 10mm
Ø BAR SPACED @ 500mm
O.C B. W

A B C D E F

6000.0 5000.0 5000.0 6000.0 8000.0

F1/CI F1/CI F1/CI F1/CI F1/CI

RB 300.0
F1/CI

FTB FTB FTB FTB FTB

12mm dia. VERTICAL 12mm dia. VERTICAL
5 DOWEL BAR @ 600mm O.C. DOWEL BAR @ 600mm O.C. 1000.0
4" CHB WALL

WF

WF
WF
WF WF
FTB

FTB

FTB

FTB

FTB

FTB
4000.0
10mm dia. HORT. BARS FOR
F1/CI F1/CI F1/CI F1/CI F1/CI F1/CI
EVERY 3 LAYERS OF CHB 10mm dia. HORT.
FTB FTB FTB FTB FTB 6" CHB WALL BARS FOR EVERY 3
4
LAYERS OF CHB
FTB

FTB

FTB

FTB

FTB

FTB
4000.0

F1/CI F1/CI F1/CI F1/CI F1/CI F1/CI

FTB FTB FTB FTB FTB FINISH G. L. FINISH G. L. 3000.0

3
NATURAL G. L. NATURAL G. L.
WF

WF
FTB

FTB

FTB

FTB

FTB

FTB
5000.0
3-12mm dia. BOTTOM BARS 2-12mm dia. TOP BARS
F1/CI F1/CI F1/CI F1/CI F1/CI F1/CI 600.0
FTB FTB FTB FTB FTB 12mm dia. CUT BARS SECOND FLOOR
2
100mm thk. CONCRETE TB 400.0
FTB

FTB

FTB

FTB

FTB
FTB

4000.0

F1/CI F1/CI F1/CI F1/CI F1/CI F1/CI

3 WALL ON FTB DETAILS 4 WALL FOOTING SECTION
1000.0

1
FTB FTB FTB FTB FTB S 2 SCALE NTS
S 2 SCALE NTS

1 FOUNDATION PLAN
S 2 SCALE 1:100
10mm dia. VERTICAL TIES
SPACED AT 2-50mm, 3-100mm, 4000.0
8-16mm dia. 3-150mm, REST @ 200mm O.C.
LATERAL BARS 10mm dia. REINFORCED BAR @ 500mm
O.C. BOTH WAYS
NATURAL G. L. WITH 10mm dia. 250
Bottom X Reinforcement 1600.0 VERTICAL TIES
FTB FTB 600.0
Bottom Y Reinforcement 100mm thk.

400
COMPACT GRAVEL COMPACTED BASE

Top Y Reinforcement
6 FLOOR SLAB DETAIL
1600.0
Top X Reinforcement
5 FOOTING TIE BEAM DETAILS S 2 SCALE NTS
GROUND FLOOR
NTS
3000.0 S 2 SCALE 300.0
NATURAL G. L.
10mm dia LATERAL TIES
SPACED @ 2-50mm, 3-100mm, 600.0
FTB FTB
3-150mm, REST @ 200mm
F1/CI
6-12mm dia. VERTICAL BARS
WITH 10mm dia. LATERAL TIES
6'' CHB WALL 4'' CHB WALL 10mm dia LATERAL TIES
3-12mm BOTTOM BARS SPACED @ 2-50mm, 3-100mm,
300.0 3-12mm BOTTOM BARS 3-150mm, REST @ 200mm

12mm dia. CUT BARS 3000.0

F1/CI SECTION
100mm thk. CONCRETE 12mm dia. CUT BARS 6-12mm dia. VERTICAL BARS
WITH 10mm dia. LATERAL TIES
12mm dia. VERTICAL 12mm dia. VERTICAL DOWEL BARS
2 COLUMN FOOTING DETAILS DOWEL BARS SPACED @ SPACED @ 600mm O.C.
S2 SCALE NTS 600mm O.C.

SCHEDULE OF COLUMN 7 WALL ON FTB 8 WALL ON WF 300.0

DESIGNATION DIMENSION REBAR TIES SIZE STIRRUPS SAPCING S2 S2 100mm thk. CONCRETE
2-50mm, 3-100mm,
C1 600mm X 600mm 16-25mm DIA 16mm DIA 3-150mm,REST 200mm 9 WALL FOOTING PLAN
10 FOUNDATION SECTION
S 2 SCALE NTS
S2 SCALE NTS
SCHEDULE OF FOOTING
MAIN REINFORCEMENT
DESIGNATION DIMENSION THICKNESS BAR DIAMETER
BOT X BOT Y TOP X TOP Y CONCRETE COVER
F1 1600mm X 1600mm 300mm 25mm 8 8 6 6 75mm

SIGNED & SEALED BY: PTR: PROJECT TITLE:

T HE DESI G N S ,T E C H N I C A L S P E C I F I C A T I O N A N D
PROJECT OWNER: SHEET CONTENT: SHEET NO.:
CONSTRUCTION DETAILS HAVE BEEN EXCLUSIVELY PREPARED
DATE ISSUED: FOR THIS PROJECT ONLY. IT SHALL NOT BE REPRODUCED OR APOSTOL, ELDIE JUNIOR P. ABSALON, CONDRADO JR.
COPIED IN ANY PART OR WHOLE WITHOUT THE DIRECT FOUNDATION PLAN WALL ON FTB DETAILS

ENGR. RUDERICO M. ENDRIANO PLACE ISSUED: PERMISSION FROM THE DESIGNER. THIS DRAWING SHALL
NOT BE SCALED FOR CONSTRUCTION PURPOSES. ALL
DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO
PROPOSED 2-STOREY
COMMERCIAL BUILDING
POGOY, ROM RENIER GUANZON, PAUL
COLUMN FOOTING DETAIL
SCHEDULE OF COLUMNS
SCHEDULE OF FOOTING
FOOTING TIE BEAM DETAILS
WALL FOOTING SECTION
WALL FOOTING PLAN
S
PRC ID: BATUCAN, RELJAN P. PERNES, NEILJON T.
M A N U F A C T U R E A N D C O N S T R U C T I O N .N O T I F Y
2
CIVIL/STRUCTURAL ENGINEER FLOOR SLAB DETAILS
ENGINEER/ARCHITECT OF ANY DISCREPANCIES DISCOVERED FOUNDATION SECTION
TIN: BEFORE CONSTRUCTION. LOCATION: BRGY. NAUNGAN, ORMOC CITY, LEYTE ADDRESS: ORMOC CITY, LEYTE