6 - 16 MMØ REBAR

4- 16MMØ BOTHWAYS 4- 16 MMØ REBAR 4 - 16 MMØ BOTHWAYS

SEE COLUMN DETAILS

SEE COLUMN DETAILS

10 mm dia. STEP BARS @
SEE COLUMN DETAILS 200 mm O.C

1200.0

1000.0

1200.0
10 mm dia. NOSING BARS
12 mm dia. STRAIGHT BARS
@ 200 mm O.C

1200.0
12 mm dia. BAR @ 200 mm O.C
1600.0 1200.0

12 mm dia. CROSS BARS FFL

SP @ EVERY STEP
NGL USE 10 MM LATERAL NGL NGL USE 10 MM LATERAL NGL

400.0
TIES 1 @ 0.05CM, 3@ TIES 1 @ 0.05CM, 3@
0.1CM, REST @ 0.2 CM 0.1CM, REST @ 0.2 CM

800.0
USE 10 MM LATERAL
O.C TIES 1 @ 0.05CM, 3@ O.C
0.1CM, REST @ 0.2 CM
O.C

1100.0

1100.0

1100.0

300.0
1400.0

1400.0

1400.0
5-12mm dia. TEMP. BARS

300.0

350.0

300.0
1000.0
BOTHWAYS O.C

1200.0 1600.0 1200.0

2 STAIR DETAILS
C1/F1 C1/F2 C1/F3 S 1 N T S

1 COLUMN FOOTING DETAILS

S 1 N T S

250.0
HOR. BARS USE 10 MMØ HOR. BARS USE 10 MMØ HOR. BARS USE 10 MMØ USE 6 - 16MM MAIN
REBAR SPACED @ EVERY 3 LAYERS REBAR SPACED @ EVERY 3 LAYERS BARS & 10 MM LATERAL
REBAR SPACED @ EVERY 3 LAYERS
TIES 1 @ 50, 5 @ 100,
REST 150
NGL NGL NGL
VER. BARS USE 10MMØ REBAR VER. BARS USE 10MMØ REBAR VER. BARS USE 10MMØ REBAR
SPACED @ 600MM O.C SPACED @ 600MM O.C SPACED @ 600MM O.C
CHB 5" CHB 4"

600.0
CHB 5"

600.0

400.0
600.0
800.0

800.0

800.0
FOOTING REBARS 3 - FOOTING REBARS 3 FOOTING REBARS 3 -
12 MM Ø - 12 MM Ø 12 MM Ø
LONGITUDINAL BARS LONGITUDINAL LONGITUDINAL BARS

200.0
SPACED @ 0.08 O.C &

200.0
BARS SPACED @

200.0
SPACED @ 0.08 O.C
12 MMØ TRAVERSE 0.08 O.C & 12 MMØ & 12 MMØ
BARS SPACE @ 0.5
O.C
TRAVERSE BARS TRAVERSE BARS C1
400.0 350.0 SPACE @ 0.5 O.C 400.0 SPACE @ 0.5 O.C
4 COLUMN DETAILS
WF1 WF2 WF3 S 1 N T S

3 WALL FOOTING DETAILS

S 1 N T S

USE 12 MM Ø TEMP.BARS SPACED @ 400MM O.C.

USE 10 MMØ REBAR SPACED @0.30M O.C

B
L/5 L/5 B H MAIN REBARS (mm-Ø)
STIRRUPS
DESCRIPTION (mm) (mm)
@SUPPORT @MIDSPAN
100.0

TOP BOT TOP BOT (USE 10 MMØ)

B1 250 350 3-16 2-16 2-16 2-16 1 @ 50, 5 @ 125, REST @ 150
B2 250 350 3-16 2-16 2-16 3-16 1 @ 50, 5 @ 125, REST @ 150

H
L/4 L/4 B3 200 350 2-16 2-16 2-16 2-16 1 @ 50, 5 @ 125, REST @ 150
L RB1 200 350 2-16 2-16 2-16 2-16 1 @ 50, 5 @ 125, REST @ 150
GB 200 350 2-16 2-16 2-16 2-16 1 @ 50, 5 @ 125, REST @ 200
5 TYPICAL SLAB DETAILS
S 1 N T S
SECTION A-A
CUTBAR CONTINUOUS TOP BARS
6 BEAM SCHEDULE
S 1 N T S

CUTBAR CONTINUOUS BOT BARS

7 TYPICAL BEAM DETAILS

S 1 N T S

PRC REG SEC.33 PROJECT TITLE PROJECT OWNER GROUND

SECOND
ROOF
PERSPECTIVE
PLAN
1:100M
SCALE:
S
T
N1:100MFLOOR
FLOORVIEW
PLAN
PLAN

REVISIONS SHEET NO.

NO. DESCRIPTION DATE
PROPOSED TWO STOREY RESIDENTIAL
PTR NO.
ISSUED ON: BUILDING MARILYN CABRIGAS S 1
CAD DESIGN BY: GARIL, EMMANUEL M.
ISSUED AT:
TIN NO.
LOCATION: BLK. 14 LOT 86, BRGY. RAMON CRUZ, GMA, CAVITE
1 7