PAYAO

MAH
PAN PHILIPPINE HIGHWAY

A
RLIK
Area: 270 sq. m
AH
IGH
WAY

VICINITY MAP SITE DEVELOPMENT PLAN

NOT TO SCALE
 Area: 270 sq. m

SITE DEVELOPMENT PLAN

VICINITY MAP
NOT TO SCALE
GROUND FLOOR PLAN
2ND-3RD TYPICAL FLOOR PLAN
ROOF DECK PLAN
ROOFING PLAN
 0.012 m Ø VERTICAL BARS
4'' CHB wall @ 0.50 m O.C.
SLAB SCHEDULE:
0.012 m Ø HORIZONTAL BARS
EVERY 3 LAYERS OF CHB
REINFORCEMENT
FIN. GRADE LINE
NAME THICKNESS TYPE SHORT PERIOD LONG PERIOD

@ SUPPORT (L/4) @ MIDSPAN (L/2) @SUPPORT (L/4) @ MIDSPAN (L/2)

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m 0.5m

S-1 0.25m Two way Slab 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.25m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m DEPTH
S-2 One way Slab 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.003-0.012 m Ø CONTINUOUS BARS

0.25m 0.012m Ø BB @ 0.25m
S-3 Two way Slab 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.01m Ø LATERAL TIES @ 0.40m O.C.
0.012m Ø BB @ 0.2m
0.2m
0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m
S-4 0.25m Two way Slab
0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m

0.25m Two way Slab
S-5 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m 0.075 m SAND GRAVEL

0.25m Two way Slab 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m WALL FOOTING 1 DETAIL (INSIDE WALL)
S-6 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m

0.25m Two way Slab 0.012m Ø BB @ 0.25m
S-7 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m

0.25m Two way Slab
S-8 0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m

S-9 0.25m Two way Slab
0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.2m 0.012m Ø BB @ 0.25m

S - 10 0.25m Two way Slab
0.012m Ø BB @ 0.2m 0.012m Ø TB @ 0.15m 0.012m Ø BB @ 0.25m 0.012m Ø BB @ 0.2m

S - 11 0.25m Two way Slab 0.012m Ø TB @ 0.15m

0.012m Ø BB @ 0.2m
0.012m Ø BB @ 0.2m
0.012m Ø TB @ 0.15m
0.012m Ø BB @ 0.2m
0.012m Ø BB @ 0.25m
0.012m Ø BB @ 0.25m
0.012m Ø BB @ 0.2m
section f1-c1
STIRRUPS
Y X
TOP BAR (TB)
COLUMN WIDTH COLUMN WIDTH

TOP BARS TOP BARS

STIRRUPS STIRRUPS
h h

BOTTOM BARS BOTTOM BARS

BOTTOM BAR (BB)

d d

BEAM SCHEDULE REINFORCEMENT BEAM SECTION Y-Y @ SUPPORT BEAM SECTION X-X
@ MIDSPAN
Y X

WIDTH (m) DEPTH (m) @ SUPPORT @ MIDSPAN TYPICAL DETAIL OF BEAM

NAME STIRRUPS

0.002-0.016m Ø TB 0.002-0.016m Ø TB
0.012m Ø STIRRUPS 1@ 0.05m
FTB 1 4m 0.25 mm 4 @ 0.1m, REST @ 0.3m

0.002-0.016m Ø TB 0.002-0.016m Ø TB COLUMN SCHEDULE:

0.4m

0.005-0.016m Ø TB 0.002-0.016m Ø TB 0.35m

0.012m Ø STIRRUPS 1@ 0.05m

0.4m
B1 4m 0.25m 3 @ 0.1m, REST @ 0.2m 0.35m

0.003-0.016m Ø BB 0.006-0.016m Ø BB

0.016-0.016m Ø MAIN BAR 0.012-0.016m Ø MAIN BAR

0.004-0.012mm Ø TIES SPACED @ 0.003-0.012m Ø TIES SPACED @
0.2m @ Y-REGION 0.075 m @ Y-REGION
0.3m @ REST 0.3 m @ REST

FOOTING SCHEDULE:

DIMENSIONS
REINFORCEMENT
STRUCTURAL PLAN
NAME DEPTH
LENGHT WIDTH THICKNESS

F1 1m 1m 5m 2.5m 25 pcs-0.012m Ø REBAR, BOTHWAYS, B.B.

FOUNDATION PLAN
2nd-3RD FRAMING PLAN
ROOF DECK FRAMING PLAN