12mm Ø TOP BARS SPACED @ 12mm Ø BOT.

BARS SPACED @

SCHEDULE OF TWO WAY SLAB 150 mm O.C. ALTERNATE 1 BENT

1 CUT
L/4 L/2
150 mm O.C. ALTERNATE 1 BENT
1 STRAIGHT
L/4 L1 L2
L/4
L-SUPPORT R-SUPPORT
L/2 L/4

S H O R T S P A N L O N G S P A N M-SUPPORT
SLAB L1/4

TOP BAR L1/4 L2/4

TOP BAR L2/4 L3/4

TOP BAR
DESIGNATION THICKNESS 12mm Ø TOP BARS
BOTTOM BAR TOP BAR BOTTOM BAR TOP BAR SPACED @ 150 mm O.C.
ALTERNATE 1 BENT 2 CUT
MIDDLE BAR
10mm Ø SPACED 10mm Ø SPACED 10mm Ø SPACED 10mm Ø SPACED
S-1 / CS-1 100 mm @ 200mm O.C. @ 200mm O.C. @ 200mm O.C. (AS SPECIFIED)
@ 200mm O.C.
BOTHWAYS BOTHWAYS BOTHWAYS BOTHWAYS
12mm Ø BOT. BARS SPACED
@ 150 mm O.C. ALTERNATE R-SUPPORT
L-SUPPORT M-SUPPORT

SCHEDULE OF FOOTING:
1 BENT 1 STRAIGHT L1/5 L1/5 L2/5 L2/5 L3/5 BOT. BAR
BOT. BAR BOT. BAR

FOOTING DIMENSION REINF. BAR ( BOTTOM)

FOOTING MARK DEPTH LENGTH REMARK
WIDTH THICKNESS a b 12mm Ø TEMPERATURE L (LONG SPAN)
(d) (L) (W) (t) BARS SPACED @ 450 mm O.C.
12mm Ø TEMP. BARS 200 200 200

S (SHORT SPAN) SPACED @ 450 mm O.C.

F-1 VARIES 400mm 10- Ø 16mm 10- Ø 16mm COMBINED
1800mm 3600mm FTNG.
O.C.B.W. O.C.B.W.
TOP TB
ISOLATED/
F-2 VARIES 1500mm 1500mm 350mm 7- Ø 16mm 7- Ø 16mm CANTILIVERED BAR PLACEMENT ALONG SHORT SPAN BAR PLACEMENT ALONG LONG SPAN BARS
O.C.B.W. O.C.B.W. SQUARE FTNG. 400 400 400

ISOLATED/ 50 mm
F-3 VARIES 1000mm 1000mm 300mm 7- Ø 12mm 7- Ø 12mm CANTILIVERED BOTTOM
O.C.B.W. O.C.B.W. SQUARE FTNG.
L/4

m
12m
Ø
EXB
TR
AR
AS
L/2 L/4

BARS BB
ISOLATED/ SPACE@
Dm
450m
O
C.
F-4 VARIES 800mm 800mm 250mm 7- Ø 12mm 7- Ø 12mm CANTILIVERED
L-SUPPORT MIDSPAN R-SUPPORT
125

O.C.B.W. O.C.B.W. SQUARE FTNG.

150 mm
AT SECTIONS
SCHEDULE OF COLUMNS :
m 12mØ
TOBPARSPACED
5.1 mm m 12m
ØBO AR TS.PACED
@m1A
50Lm
TO
C
ER
.NATE
@m 1A
50Lm
TO
C
ER .NATE
C
B2U
E
1NTT
SBT1E
RGN
ATIHT
C-3
150 x 50 x 5.1 mm THK.
C-1 C-2
L/5 L/5

SR-1
MARK
SECTION TYP. CONVENTIONAL BEAM DETAIL
SECTION
TYP. DETAILS OF TWO WAY SLAB
VARIES
SIZE = 300mm x 200mm
CROSS SECTION OF
SIZE =200mm x 400mm SIZE = 150mm x 400mm
3PCS 12 MM TEMP. BARS
STEEL- CHANNEL RAFTER (SR-1)
6- 16mm Ø W/ 10mm Ø 6- 16mm Ø W/ 10mm Ø 6- 12mm Ø W/ 10mm Ø NOT TO SCALE 600
400
LAT. TIES, 2@50mm, 4@100, REST @ LAT. TIES, 2@50mm, 4@100, REST @ LAT. TIES, 2@50mm, 4@100, REST @ 10mm Ø VERT. BARS 12mm Ø VERT. BARS

100
125mm FROM SLAB TO MIDHEIGHT. 125mm FROM SLAB TO MIDHEIGHT. 125mm FROM SLAB TO MIDHEIGHT. SPACED @ 0.60M 0.C. W/ SPACED @ 0.60M 0.C. W/
600
10mm Ø HOR. BARS SPACED 10mm Ø HOR. BARS SPACED DRIP MOLD
12mm Ø VERT. BARS @ EVERY THREE LAYERS OF @ EVERY THREE LAYERS OF

SCHEDULE OF FOOTING TIE BEAM:

SPACED @ 0.60M 0.C. W/ CHB CHB
10mm Ø HOR. BARS SPACED

BARS @ SUPPORT BARS @ MIDSPAN

@ EVERY THREE LAYERS OF
CHB
CANOPY DETAIL
BEAM SECTION 4" THK. CHB 0.10M THK. CONC. SLAB W/ 6" THK. CHB 0.10M THK. CONC. SLAB W/
SPAN BAR BEAM STIRRUP-TIES
BEAM MARK (GRIDLINE) CONT. ADDT'L CONT. ADDT'L 10mm Ø TEMP. BARS 10mm Ø TEMP. BARS
DIA. (mm) DIMENSIONS 10mm DIA. SPACING SPACED @ 0.30M O.C. BOTH
TOP BARS BOTTOM BARS BOTTOM BARS TOP BARS @ SUPPORT @ MIDSPAN 6" THK. CHB 0.10M THK. CONC. SLAB W/ SPACED @ 0.30M O.C. BOTH
10mm Ø TEMP. BARS FFL WAYS FFL WAYS 450
W/ 12mm Ø STIFFINER BAR SPACED @ 0.30M O.C. BOTH

1200

1200
FFL WAYS 150
FTB-1 ALL 16 200 x 400 3 4 3 4 2 @ 50, 4 @ 100, &
FILL FILL FILL
REST @ 200mm O.C. FGL FGL

1200

800 VERIFY
FILL
FGL VERIFY

3 - 10mm Ø LONGITUDINAL 10mm Ø VERT. BARS

3-12mm Ø LONGITUDINAL

800 VERIFY
3-12mm Ø LONGITUDINAL BARS W/ 10mm TRANSVERSE @0.80 M O.C. W/ 10mm Ø
BARS W/ 12mm Ø BARS W/ 12mm Ø BARS @ 400mm O.C. HOR. BARS SPACED @

800
TRANSVERSE BARS @ 0.30M
SCHEDULE OF 2ND FLR. BEAM:
3-12mm Ø LONGITUDINAL TRANSVERSE BARS @ 0.30M EVERY THREE LAYERS OF CHB
BARS W/ 12mm Ø O.C. O.C. 400mm O.C.
TRANSVERSE BARS @ 0.30M 1400
BARS @ SUPPORT BARS @ MIDSPAN BEAM SECTION O.C. 1800
SPAN BAR BEAM STIRRUP-TIES 6" THK. CHB
BEAM MARK (GRIDLINE) CONT. ADDT'L CONT. ADDT'L INTERIOR PARTITION WALL EXTERIOR WALL FOOTING
449.65

DIA. (mm) DIMENSIONS 10mm DIA. SPACING

TOP BARS TOP BARS BOTTOM BARS BOTTOM BARS @ SUPPORT @ MIDSPAN
EXTERIOR WALL FOOTING FOOTING (WF-2) (WF-3)
W/ 12mm Ø STIFFINER BAR
B-1 ALL 16 200 x 400 2 1 2 2 @ 50, 4 @ 100, & (WF-1) TYP. PLAN - WF-1
REST @ 200mm O.C. TYP. COLUMN FOOTING DETAIL
W/ 12mm Ø STIFFINER BAR
B-2 ALL 16 200 x 300 2 2 2 @ 50, 4 @ 100, &
REST @ 200mm O.C.
W/ 12mm Ø STIFFINER BAR
CB-1 ALL 16 200 x 400 2 1 2 2 @ 50, 4 @ 100, & L
REST @ 200mm O.C. L

SCHEDULE OF ROOF BEAM: 8- 16mm Ø W/ 10mm Ø

LAT. TIES, 2@50mm, 4@100,
8- 16mm Ø W/ 10mm Ø
LAT. TIES, 2@50mm, 4@100,
BARS @ SUPPORT BARS @ MIDSPAN BEAM SECTION REST @ 125mm FROM SLAB TO REST @ 125mm FROM SLAB TO
SPAN BAR BEAM STIRRUP-TIES

VARIES
VARIES
BEAM MARK MIDHEIGHT. MIDHEIGHT.
(GRIDLINE) DIA. (mm) DIMENSIONS CONT. ADDT'L CONT. ADDT'L 10mm DIA. SPACING
TOP BARS TOP BARS BOTTOM BARS BOTTOM BARS @ SUPPORT @ MIDSPAN

W
W
2 @ 50, 4 @ 100, &
RB-1 ALL 16 200 x 300 2 1 3 2
REST @ 200mm O.C.

t
t

L
L
PLAN : FOOTING SECTION : FOOTING PLAN : FOOTING SECTION : FOOTING
ISOLATED SQUARE FOOTING CANTILIVERED SQUARE FOOTING
TYP. COLUMN FOOTING DETAIL

ARCHITECT : ENGINEER: PROJECT TITLE: APPROVED BY: DESIGNED: SHEET CONTENTS: SHEET NO:
DRAWN:
AS SHOWN
REVIEWED:

ARCHITECT
PROPOSED TWO STOREY CHECKED: S3
APARTMENT ESTRELA MARTINEZ PLAGA DATE:
PRC Reg. No.: DATE: PTR No.: PRC Reg. No.: PTR No.: S3
T.I.N.: DATE: DATE: DATE: REVISION:
PLACE: T.I.N.: PLACE: LOCATION: 22 Sitio Cumbo Brgy Hulo Pililla,Rizal OWNER: DATE: