SCHEDULE OF R.C. SLABS - GROUND FLOOR (f'c=41.4 MPa ; fy = 275 Mpa FOR Ø10 AND SMALLER BAR ; fy = 414 MPa FOR Ø12 AND LARGER BAR)
REINFORCEMENT ALONG SHORT SPAN
MARK
THICKNESS
(mm)
BOTTOM BARS (mm. O.C.)
CONTINUOUS
REINFORCEMENT ALONG LONG SPAN
TOP BARS (mm. O.C.)
EXTRA
SCHEDULE OF R.C. SLABS - 3RD FLOOR (f'c=41.4 MPa ; fy = 275 Mpa FOR Ø10 AND SMALLER BAR ; fy = 414 MPa FOR Ø12 AND LARGER BAR)
CONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
DISCONTINUOUS SUPPORT
CONTINUOUS
REINFORCEMENT ALONG SHORT SPAN
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
REMARKS
MARK
THICKNESS
(mm)
DISCONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
CONTINUOUS
EXTRA
REINFORCEMENT ALONG LONG SPAN
TOP BARS (mm. O.C.)
CONTINUOUS SUPPORT
DISCONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
CONTINUOUS
EXTRA
TOP BARS (mm. O.C.)
CONTINUOUS SUPPORT
REMARKS
DISCONTINUOUS SUPPORT
SCHEDULE OF R.C. SLABS - RAMP LEVEL (f'c=41.4 MPa ; fy = 275 Mpa FOR Ø10 AND SMALLER BAR ; fy = 414 MPa FOR Ø12 AND LARGER BAR)
REINFORCEMENT ALONG SHORT SPAN
MARK
THICKNESS
(mm)
BOTTOM BARS (mm. O.C.)
CONTINUOUS
REINFORCEMENT ALONG LONG SPAN
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
DISCONTINUOUS SUPPORT
CONTINUOUS
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
REMARKS
DISCONTINUOUS SUPPORT
SCHEDULE OF R.C. SLABS - MEZZANINE (f'c=41.4 MPa ; fy = 275 Mpa FOR Ø10 AND SMALLER BAR ; fy = 414 MPa FOR Ø12 AND LARGER BAR)
REINFORCEMENT ALONG SHORT SPAN
MARK
THICKNESS
(mm)
BOTTOM BARS (mm. O.C.)
CONTINUOUS
REINFORCEMENT ALONG LONG SPAN
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
DISCONTINUOUS SUPPORT
CONTINUOUS
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
REMARKS
DISCONTINUOUS SUPPORT
SCHEDULE OF R.C. SLABS - 5TH TO 12TH FLOOR (f'c=41.4 MPa ; fy = 275 Mpa FOR Ø10 AND SMALLER BAR ; fy = 414 MPa FOR Ø12 AND LARGER BAR)
REINFORCEMENT ALONG SHORT SPAN
MARK
THICKNESS
(mm)
BOTTOM BARS (mm. O.C.)
CONTINUOUS
EXTRA
REINFORCEMENT ALONG LONG SPAN
TOP BARS (mm. O.C.)
CONTINUOUS SUPPORT
DISCONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
CONTINUOUS
EXTRA
TOP BARS (mm. O.C.)
CONTINUOUS SUPPORT
REMARKS
DISCONTINUOUS SUPPORT
SCHEDULE OF R.C. SLABS - 2ND FLOOR (f'c=41.4 MPa ; fy = 275 Mpa FOR Ø10 AND SMALLER BAR ; fy = 414 MPa FOR Ø12 AND LARGER BAR)
REINFORCEMENT ALONG SHORT SPAN
MARK
THICKNESS
(mm)
BOTTOM BARS (mm. O.C.)
CONTINUOUS
S-1A
125
S-1B
125
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
BOTTOM BARS (mm. O.C.)
DISCONTINUOUS SUPPORT
CONTINUOUS
S-6A
150
150
S-6B
150
150
DS-1
C+A FOR PERMIT
REINFORCEMENT ALONG LONG SPAN
125
10
10
10
TOP BARS (mm. O.C.)
EXTRA
CONTINUOUS SUPPORT
REMARKS
DISCONTINUOUS SUPPORT
150
10
10
10
ADVANCED COPY
CONSULTING, INC.
Meinhardt Philippines, Inc.
R
CONSULTING
ENGINEERS
FIRETECH, FIRE PROTECTION SYSTEMS
ISO 9001:2015
REGISTERED COMPANY
Tels. 32
Fa
32
7-1391 E- ail
7-1172
pi
einhardt.co .ph
.
MARIO A. ALIX PHILIPPINES,
INC.
ELECTRICAL ENGINEERS
Certificate No. PH1217
DESIGN
CONSULTANCY
MAPLE GROVE RESIDENTIAL
CONDOMINIUM 4
MEGAWORLD
CORPORATION
ALLIANCE GLOBAL TOWER,
100% DD
ST3-04.02