CONSULTING STRUCTURAL ENGINEER AND SHALL NOT BE REPRODUCED OR USED WITHOUT EXPLICIT PERMISSION OF THIS OFFICE

NOTES
1- DO NOT SCALE THIS DRAWING.
2- THIS DRAWING SHOULD NOT BE USED FOR EXECUTION
UNLESS IT IS STAMPED AND SIGNED
3- ALL DIMENSIONS ARE IN FEETS & INCHES,
4-ARCHITECT /ENGINEER /CONTRACTOR SHALL CHECK ALL
DIMENSIONS & LEVELS BEFORE EXECUTION OF WORK.
5-DISCREPANCY IN DRAWING, IF ANY, SHALL BE BROUGHT
SCHEDULE OF PLINTH BEAM SCHEDULE OF PLINTH BEAM TO THE OUR NOTICE OR THE SITE ENGINEER, PRIOR
TO CONSTRUCTION.
SIZE STIRRUPS SIZE STIRRUPS
BEAM BEAM
NO. B D
BOTTOM REINFORCEMENT TOP REINFORCEMENT & NO. B D
BOTTOM REINFORCEMENT TOP REINFORCEMENT & 6- NGL AT SITE = REFERENCE LVL.IS ASSUMED
REMARKS
TO BE AT 0.000 FEET LEVEL
2-T16
2-T12 B36 9" 18" 2L-T10@ 6"/8"/6" C/C
B1 9" 18" 2L-T10@ 5" C/C 2-T16 7-GRADE OF CONCRETE MIX SHALL BE M:25
2-T16 2-T16
2-T12 2-T16 AS PER IS :456:2000
B2, B3 2-T12
2-T16
2L-T10@ 6"/8"/6" C/C
TOP TOP 8- MINIMUM CEMENT CONTENT SHALL BE OF
2L-T10@ 6"/8"/6" C/C B36A 9" 18"
B4, B5 9" 18" 2-T16 STRAIGHT
B6
2-T16
2-T16 2-T16
2-T16 EXTRA 350 Kg/cum WITH AGGREGATE SIZE 20mm
B37 3-T25
3-T20
9- REINFORCEMET STEEL SHALL BE GRADE Fe 500 FOR ALL
B7 12" 24"
3-T20
2-T12
3-T16

2-T16
2L-T12@ 5" C/C
(12 MM STIRUPS)
B42, B43
12" 24"
3-T20
3-T16 3-T16
2L-T10@ 6"/8"/6" C/C
Ld BOTTOM
STRUCTURAL ELEMENTS CONFORMING TO BS 1786-1989.
10- CLEAR COVER TO MAIN REINFORCEMENT SHALL BE
BOTTOM
B38, B39 2-T12 STRAIGHT EXTRA AS FOLLOWS:-

2d
2-T16 9" 18" 2L-T10@ 7"/8"/7" C/C
B8 9" 18" 2L-T10@ 6"/8"/6" C/C B40, B41 2-T16 WALLS=1" FOOTING =2"
2-T16
2-T16 2-T12
2-T12 2-T12 REMARKS 3/4L1 3/4L2 COLUMNS=1.5" BEAMS =1"
B44, B45
2-T12 B46, B47
9" 18"
2-T12
2L-T10@ 6"/8"/6" C/C
SLABS=0.75"
B9 9" 18" 2L-T10@ 7" C/C B50, B51 2-T16
2-T16 B52, B53 2-T12 2-T12 11-FIRST STIRRUPS IN BEAM SHALL BE 50mm AWAY FROM

2-T12 2-T12
L1/4 L1/2 L1/4 L2/4 L2/2 L2/4 THE FACE OF SUPPORT.
2-T12 B48, B49 9" 18" 2L-T10@ 8" C/C
B10 9" 18"
2-T16
2L-T10@ 8" C/C 2-T16 12-WHEN BARS OF TWO DIFFERENT DIA. ARE TO BE
LAPPED,LAP LENGTH SHALL BE ON THE BASIS OF
2-T16 B54 9" 24"
2-T16
2-T16
2L-T10@ 4"/6"/4" C/C
L1 L2 SMALLER DIA. OF BAR.
B11 9" 18"
2-T12
2-T16
2L-T10@ 4" C/C 2-T16
2-T16 B1 B2 13- NOT MORE THAN 50% BARS SHALL BE LAPPED AT LAPPED
, LAP POINT, LAPS SHALL BE STAGGERED PROPERLY.
B12 9" 24"
2-T12

2-T16
2-T16
2L-T10@ 5" C/C B55 9" 18"
2-T16
2-T16
2-T16
2L-T10@ 4" C/C TYPICAL ARRANGEMENT OF BEAM REINFORCEMENT 15.- FOR BEAMS HAVING DEPTH MORE THAN 750MM PROVIDE
2-T16 2-T16
SIDE FACE REINFORCEMENT 12 # @ 200 C/C ON BOTH FACES.
2-T16
B13 9" 18"
2-T16
2L-T10@ 4" C/C B56 9" 18" 2L-T10@ 8" C/C 16- LAP LENGTH FOR COLUMN -40 XD for M25 FE 500
2-T16
2-T12 LAP LENGTH FOR BEAMS/SLAB -50 XD for M25 FE 500
2-T16

2-T12 2-T12 17- DESIGN OF CENTRING, SHUTTERING, AND

2-T16 B57 9" 24" 2L-T10@ 4" C/C
B15, B16 9" 18" 2L-T10@ 4"/5"/4" C/C
2-T16
2-T16
2-T12 2-T16
CONCRETE MIX IS CONTRACTOR RESPONSIBLITY
2-T16
18- SBC OF SOIL IS CONSIDERED 11T/SQMT
2-T12
2-T16 B58 9" 18" 2L-T10@ 4" C/C 19. DUE CARE SHALL BE TAKEN TO ASCERTAIN THAT REQUISITE
B17 9" 18" 2L-T10@ 6" C/C 2-T16
2-T16 2-T16 2-T12 STRENGTH OF CONCRETE IS GAINED BEFORE COMMENCEMENT
2-T16
OF DESHUTTERING IT SHALL COMPLY WITH PROVISION OF
2-T12 CLAUSE NO.11.3 OF IS 456: 2000
2-T12 B59 9" 18" 2L-T10@ 4" C/C
B18 9" 18" 2L-T10@ 7" C/C
2-T12
2-T16
2-T12 2-T12 DESHUTTERING PEROID
a) VERTICAL FORMWORK TO COLUMN, WALL AND BEAMS = 24 HRS
2-T16
2-T12
3-T16
2L-T10@ 6"/8"/6" C/C
b) PROPS TO SLAB -14DAYS
2L-T10@ 6" C/C B60, B67 12" 24"
B19 9" 18"
2-T16
3-T20
2-T12 2-T12 c) PROPS TO BEAM AND ARCH - 21 DAYS
NOTE- THE NUMBER OF PROPS LEFT UNDER,THEIR SIZES
2-T12 B61, B68 12" 24"
3-T16
2L-T10@ 4" C/C
& DISPOSITION SHALL BE SUCH AS TO BE ABLE TO SAFELY
B20 9" 18" 2L-T10@ 6" C/C 3-T20
2-T16 2-T12 2-T12 CARRY THE FULL DEAD LOAD OF THE SLAB,BEAM OR ARCH AS
2-T16 2-T16
THE CASE MAY BE TOGETHER WITH ANY LIVE LOAD LIKELY
2-T16
2-T16
2-T16 B62, B69 12" 24"
3-T16
2L-T12@ 4" C/C TO OCCUR DURING CURING OR FURTHER CONSTRUCTION.
B21 9" 18" 2L-T10@ 4"/5"/4" C/C 3-T20
2-T16 2-T12 3-T16 (12 MM STIRUPS)
2-T12 2-T16 STRUCTURAL CONSULTANT WILL NOT BE RESPONSIBLE FOR
2-T20
2-T16
2-T16
2L-T10@ 5"/6"/5" C/C
1- THE STABILITY OF STRUCTURE IF ANY CHANGES OR
2L-T10@ 4" C/C B63 9" 24"
B22 9" 18" 2-T20 MODIFICATIONS ARE MADE IN THIS DRAWING WITHOUT
2-T16 2-T16
2-T12
THE WRITTEN CONSENT
2-T16 2-T12 2- DRAWING RELEASED FOR 'APPROVAL' IS USED ON THE
2-T16 B64, B66 9" 18" 2L-T10@ 5" C/C
B23 9" 18" 2L-T10@ 5"/6"/5" C/C 2-T16
2-T16 2-T16 SITE FOR CONSTRUCTION PURPOSE
2-T12 2-T16
3- SAFETY OF ANY ARCHITECTURAL PROJECTION
2-T12 2-T12
2-T16 B65 9" 18" 2L-T10@ 8" C/C PROVIDED WHICH IS NOT GIVEN IN THIS DRAWING
B24 9" 18" 2L-T10@ 5"/6"/5" C/C 2-T12
2-T16 2-T12
2-T16 2-T12
QUALITY OF CONCRETE, QUALITY OF MATERIALS USED
2-T12 2-T16 FOR CONSTRUCTION,POOR WORKMANSHIP,
B25 9" 18"
2-T16
2L-T10@ 5"/7"/5" C/C B70 9" 24" 2L-T10@ 8" C/C FINISHED FLOOR
2-T16 FAULTY CONSTRUCTION PROCEDURE
2-T16 2-T20 2-T16
2-T16 PL. LVL
2-T16 INTERNAL ANY ACCIDIENT OCCURING DURING CONSTRUCTION OF
2-T16 2-T16
B26 9" 18"
2-T16
2L-T10@ 5"/7"/5" C/C B71 9" 24" 2L-T10@ 5"/6"/5" C/C PLINTH BEAM STRUCTURE
2-T20
2-T16
2-T16
2-T16 2-T16 100 PCC 1:4:8
ANY ACCIDIENT DUE TO INSUFFICIENT AND IMPROPER

AS PER SITE
2-T12 B72, B73
2-T16
2-T16
SHUTTERING AND CENTERING WORK
2-T12 9" 24" 2L-T10@ 4"/6"/4" C/C
B27 9" 18" 2L-T10@ 6"/8"/6" C/C B74 2-T16
2-T12 2-T12 2-T12 BOULDER SOLING
2-T16
STABILITY OF ADJOINING STRUCTURES
2-T16
2-T12
2-T12
2-T16
2L-T10@ 8" C/C
MURRUM FILLING
2L-T10@ 6" C/C B75 9" 18" SETTELMENT OF BED CONCRETE
B28 9" 18" 2-T16
2-T12
2-T16 NGL
CRACKS IN WALLS
2-T16
2-T16
B29 12" 24"
3-T16
2L-T10@ 5"/6"/5" C/C B76 9" 18" 2L-T10@ 5"/6"/5" C/C CRACKS DUE TO SHRINKAGE OF CONCRETE
2-T16
3-T20 2-T16 2-T16
3-T16
4'' THK PCC 1:4:8
2-T16
3-T25 2-T16 6'' THK BOULDER SOLING
B30 12" 24"
3-T20
2L-T10@ 6"/8"/6" C/C B77 9" 18"
2-T16
2L-T10@ 7" C/C ARCHITECT / ENGINEER
3-T20
3-T16 3-T16
PRAVEEN HIREMATH
2-T16 SECTION FOR EXTERNAL WALL
3-T16 B78 9" 18" 2L-T10@ 7"/8"/7" C/C
B31 12" 24"
3-T20
2L-T10@ 6"/8"/6" C/C 2-T16
2-T12
PROJECT:PROPOSED CONSTRUCTION OF
3-T16 3-T12

2-T16
TOWN PANCHAYAT OFFICE AT M K HUBLI.
3-T20 2-T16
B32 12" 24"
3-T16
2L-T10@ 6"/8"/6" C/C B79 12" 24"
2-T16
2L-T10@ 5" C/C TALUK -KITTUR DIST-BELAGAVI
3-T20 2-T12 2-T16
3-T12 3-T12
DRAWING TITLE
2-T16
2-T16
TYPICAL PLINTH BEAM DETAILING
2-T12 B80 12" 24" 2L-T10@ 4"/5"/4" C/C
B33, B34 9" 18" 2L-T10@ 8" C/C 2-T16
2-T16 2-T16 2-T20 DRN. : CHD. :
2-T12 2-T12

3-T25 DRG. NO. : 07 DATE :

3-T20
B35 12" 24" 2L-T10@ 6"/8"/6" C/C
3-T25
NOTE; B14 DOES NOT EXISTS
M/s. CIVILBUILDS
C SUL I CIVIL I S.
Structural, Architectural, Landscape & Interior Designer.
Off: # 883, Ramtheerth Nagar, Belagavi - 590016.
Mob: +91 8884847555, +91 9538169000
Email: civilbuilds@gmail.com

CONSULTING STRUCTURAL ENGINEER AND SHALL NOT BE REPRODUCED OR USED WITHOUT EXPLICIT PERMISSION OF THIS OFFICE