FBR7 FB5 FB4 FBR7
C-09 C-10 C-11
STR
FB1
FB3
FB4
FB1
S1 STR
FB4
FB3
S3
S1
1NOS - 16 MM Ø
C-06 FB5 C-07 FB3 C-08
FB1
EXTRA TOP
S1
S1
FBR7 FB5
C-05
FB3
FB3
FB0
S3
FB6
S1
FB3
FB3
S1 S3
HB
2 NOS - 12 MM Ø
BOTTOM BAR
FBR7 C-01 FB3 FB3 FB3 C-04
C-02 C-03
STIRRUPS AT MIDSPAN
FBR7
FBR7
FBR7
FBR7
8 MM Ø. @ 180 C/C
FBR
S1 S1 S1 S1
FB2 FB2 FB2 FB2
STRUCTURAL LAYOUT PLAN | GROUND FLOOR BEAMS & 1ST SLAB.
1 NOS - 10 MM Ø
CURTAIL BAR
SCHEDULE OF FLOOR BEAMS (G.F 1ST SLAB):-
TOP ANCHOR BAR
2 NOS - 12 MM Ø
STEEL IN BEAMS EXTRA TOP STIRRUPS
SR. CURTAIL BAR
BEAMS C/S SIZE (AT FIXED END) REMARKS
NO. 0.6
AT TOP AT BOTTOM 0.25L AT SUPPORT AT CENTER
6MM @ 150MM FLOOR
1 FB0 230X460 2 NOS - 12MM Ø. 2 NOS - 12MM Ø. 1 NOS - 12MM Ø. 2 NOS - 12MM Ø. 6MM @ 150MM C/C
C/C BEAM-(01)
6MM @ 150MM FLOOR
2 FB1 230X380 2 NOS - 10MM Ø. 2 NOS - 12MM Ø. --- 1 NOS - 10MM Ø. 6MM @ 150MM C/C
C/C BEAM-(03)
8MM @ 150MM FLOOR
3 FB2 230X460 2 NOS - 12MM Ø. 2 NOS - 12MM Ø. 1 NOS - 10MM Ø. 1 NOS - 16MM Ø. 8MM @ 180MM C/C
C/C BEAM-(04)
STIRRUPS AT SUPPORT
8MM @ 150MM FLOOR
8MM @ 180MM C/C
8 MM Ø. @ 150 C/C
4 FB3 230X460 2 NOS - 12MM Ø. 2 NOS - 12MM Ø. 1 NOS - 10MM Ø. 2 NOS - 12MM Ø. BEAM-(10)
C/C
8MM @ 100MM FLOOR
5 FB4 300X530 3 NOS - 16MM Ø. 2 NOS - 16MM Ø. 1 NOS - 16MM Ø. 3 NOS - 16MM Ø. 8MM @ 130MM C/C
C/C BEAM-(03)
8MM @ 100MM FLOOR
6 FB5 230x460 2 NOS - 16MM Ø. 3 NOS - 16MM Ø. 2 NOS - 12MM Ø. 3 NOS - 16MM Ø. 8MM @ 130MM C/C
C/C BEAM-(03)
8MM @ 130MM FLOOR
7 FB6 230X460 2 NOS - 16MM Ø. 2 NOS - 12MM Ø. --- 2 NOS - 12MM Ø. 8MM @ 130MM C/C
C/C BEAM-(01)
8MM @ 130MM CANTILEVER
8 FBR7 300X530 3 NOS - 16MM Ø. 2 NOS - 16MM Ø. --- 2 NOS - 16MM Ø. 8MM @ 130MM C/C
C/C BEAM-(08)
230
8MM @ 150MM CANTILEVER
9 FBR 230X460 2 NOS - 12MM Ø. 2 NOS - 12MM Ø. --- 1 NOS - 12MM Ø. 8MM @ 150MM C/C
C/C BEAM-(01)
8MM @ 150MM HIDDEN
10 HB 230X460 2 NOS - 12MM Ø. 2 NOS - 12MM Ø. --- 1 NOS - 12MM Ø. 8MM @ 150MM C/C
C/C BEAM-(01)
460
SCHEDULE OF SLAB (G.F 1ST SLAB):-
SR. THICKNESS STEEL IN SLAB EXTRA TOP
SLAB (MM) DISTRIBUTION STEEL REAMARKS
NO. L/4
SHORT SPAN LONG SPAN
8MM @ 150MM C/C ALT 8MM @ 300MM C/C 6MM @ 150MM C/C
1 S1 125 --- 1 - WAY SLAB
B/UP
8MM @ 130MM C/C ALT 8MM @ 260MM C/C 8MM @ 150MM C/C
2 S2 150 --- 1 - WAY SLAB
B/UP
8MM @ 130MM C/C ALT 8MM @ 130MM C/C 8MM @ 260MM C/C
3 S3 125 --- 2 - WAY SLAB
B/UP ALT B/UP
12MM @ 110MM C/C ALT 12MM @ 220MM C/C 8MM @ 100MM C/C
4 STR 180 --- STAIRCASE SLAB
B/UP
ADDITIONAL NOTES:-
* STRUCTURAL DESIGN IS DONE BASED ON ARCHITECTURAL DRAWING. * DE-SHUTTERING TIME PERIOD : - SLAB, BEAM BOTTOM - 14 DAYS, BEAMS &
* ALL SECTIONS ARE DESIGNED USING LIMIT STATE DESIGN METHOD. COLUMN (SIDES) - 24-48 HOURS. (AS PER THE ENGINEER IN CHARGE)
* ALL WORKS BELOW GROUND LEVEL SHALL BE EXECUTED IN DRY CONDITIONS. * ALL BEAMS TOP LEVEL MUST BE FLUSHED, BOTTOM LEVELS MAY VARY.
* MECHANICAL MIXER SHOULD BE USED FOR CONCRETE.
* POURING OF CONCRETE SHALL BE DONE AFTER CHECKING & SATISFACTION
OF SITE ENGINEER. * FIRE RATING CONSIDERED IS FOR 1 HOUR MAXIMUM.
* SECONDARY BEAMS ARE DESIGNED AS SIMPLY SUPPORTED BEAMS AT * STEEL SHOULD BE CHECKED BEFORE CONCRETING
DISCONTINUOUS ENDS THEREFORE EXTRA TOP BARS AT DISCONTINUOUS END * REFER DETAILED CONSTRUCTION NOTES BEFORE EXECUTION.
SHOULD BE NEGLECTED DURING LAYING THE REINFORCEMENT OF BEAMS.
ORIENTATION GENERAL NOTE'S:- PROJECT DETAILS:-
* GRADE OF CONCRETE M - 25 & GRADE OF STEEL Fe500
* SBC OF HARD MURUM IS CONSIDERED AS 200 kN/Sq. M. TO BE
S
VERIFIED WITH SITE SOIL TESTING REPORT.
W
* COVER TO REINFORCEMENT FOR FOOTING IS 50 mm,
* COVER TO COLUMNS IS 40 MM, BEAMS IS 25 MM, SLAB IS 20MM
* STRUCTURAL DESIGN IS FOR G+3 FLOOR ONLY.
E
* DIMENSIONS ARE NOT TO BE SCALED.
* MECHANICAL MIXER SHOULD BE USED FOR CONCRETE.
N
* STEEL SHOULD BE CHECKED BY ENGINEER BEFORE CONCRETING.
SHEET NO:- 07 | JOB ID: P_148 DATE:- 20 SEPT 2024 | REV. : 00
