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
TO THE OUR NOTICE OR THE SITE ENGINEER, PRIOR
TO CONSTRUCTION.
6- NGL AT SITE = REFERENCE LVL.IS ASSUMED
B1 B2 B3 B4 B5 B6 B7 B8 TO BE AT 0.000 FEET LEVEL
(9" X 18") (9" X 18") (9" X 18") (9" X 18") (9" X 18") (9" X 18") (9" X 18") (9" X 18") 7-GRADE OF CONCRETE MIX SHALL BE M:25
AS PER IS :456:2000
8- MINIMUM CEMENT CONTENT SHALL BE OF
350 Kg/cum WITH AGGREGATE SIZE 20mm
9- REINFORCEMET STEEL SHALL BE GRADE Fe 500 FOR ALL

(9" X 18")
STRUCTURAL ELEMENTS CONFORMING TO BS 1786-1989.
(9" X 18")

(9" X 24")
B54
(9" X 18")

B44

B60
10- CLEAR COVER TO MAIN REINFORCEMENT SHALL BE
B41

AS FOLLOWS:-
B9 B10 WALLS=1" FOOTING =2"

(12" X 24")
(9" X 18") (12" X 24") COLUMNS=1.5" BEAMS =1"
B11 B12 B13
SLABS=0.75"

B47

(9" X 18")

(12" X 24")
(9" X 18") (9" X 24") (9" X 18")

(12" X 24")
B51
11-FIRST STIRRUPS IN BEAM SHALL BE 50mm AWAY FROM

B66
B14 B15

B63
THE FACE OF SUPPORT.
(9" X 18") (9" X 18")
12-WHEN BARS OF TWO DIFFERENT DIA. ARE TO BE
LAPPED,LAP LENGTH SHALL BE ON THE BASIS OF

(9" X 18")

(9" X 18")
LIFT AREA

B52

B55
SMALLER DIA. OF BAR.
LIFT B16 B17 B18
13- NOT MORE THAN 50% BARS SHALL BE LAPPED AT LAPPED
, LAP POINT, LAPS SHALL BE STAGGERED PROPERLY.
(9" X 18")

(9" X 18") (9" X 18") (12" X 24")

(9" X 18")

15.- FOR BEAMS HAVING DEPTH MORE THAN 750MM PROVIDE

B43
B40

B19 B20 SIDE FACE REINFORCEMENT 12 # @ 200 C/C ON BOTH FACES.

(9" X 24") (9" X 24") 16- LAP LENGTH FOR COLUMN -40 XD for M25 FE 500
LAP LENGTH FOR BEAMS/SLAB -50 XD for M25 FE 500
17- DESIGN OF CENTRING, SHUTTERING, AND
CONCRETE MIX IS CONTRACTOR RESPONSIBLITY

(9" X 24")

(9" X 24")
(9" X 24")
B21 B22

HB
18- SBC OF SOIL IS CONSIDERED 11T/SQMT
HB

B62

B65
B59
(9" X 18") (9" X 18")
19. DUE CARE SHALL BE TAKEN TO ASCERTAIN THAT REQUISITE
STRENGTH OF CONCRETE IS GAINED BEFORE COMMENCEMENT
(9" X 18")

OF DESHUTTERING IT SHALL COMPLY WITH PROVISION OF

B46

CLAUSE NO.11.3 OF IS 456: 2000

DESHUTTERING PEROID
a) VERTICAL FORMWORK TO COLUMN, WALL AND BEAMS = 24 HRS
(9" X 18")

B23 B24 B25 B26 b) PROPS TO SLAB -14DAYS

B39

(12" X 24") (12" X 24") (12" X 24") (12" X 24") c) PROPS TO BEAM AND ARCH - 21 DAYS
NOTE- THE NUMBER OF PROPS LEFT UNDER,THEIR SIZES
(12" X 24")

& DISPOSITION SHALL BE SUCH AS TO BE ABLE TO SAFELY

CARRY THE FULL DEAD LOAD OF THE SLAB,BEAM OR ARCH AS
B42

THE CASE MAY BE TOGETHER WITH ANY LIVE LOAD LIKELY

B27 B28 TO OCCUR DURING CURING OR FURTHER CONSTRUCTION.
(9" X 18") (9" X 18")
(9" X 18")

(9" X 18")
STRUCTURAL CONSULTANT WILL NOT BE RESPONSIBLE FOR
B50

B58

(9" X 24")
(9" X 24")

1- THE STABILITY OF STRUCTURE IF ANY CHANGES OR

(9" X 24")
B61
B45

MODIFICATIONS ARE MADE IN THIS DRAWING WITHOUT

B64
THE WRITTEN CONSENT
(9" X 18")

2- DRAWING RELEASED FOR 'APPROVAL' IS USED ON THE

B38

B29 B30 B31 SITE FOR CONSTRUCTION PURPOSE

(9" X 18") (12" X 24") (9" X 18") 3- SAFETY OF ANY ARCHITECTURAL PROJECTION
PROVIDED WHICH IS NOT GIVEN IN THIS DRAWING

(12" X 24")
(12" X 24")

QUALITY OF CONCRETE, QUALITY OF MATERIALS USED

B57
B49

B32 B33 B34 B35 FOR CONSTRUCTION,POOR WORKMANSHIP,

(9" X 18") (9" X 18") B36 (9" X 18") (9" X 18") FAULTY CONSTRUCTION PROCEDURE
(12" X 24") ANY ACCIDIENT OCCURING DURING CONSTRUCTION OF
STRUCTURE
ANY ACCIDIENT DUE TO INSUFFICIENT AND IMPROPER
SHUTTERING AND CENTERING WORK

STABILITY OF ADJOINING STRUCTURES

(12" X 24")

(12" X 24")
SETTELMENT OF BED CONCRETE
(9" X 18")
B48

B53

B56

CRACKS IN WALLS
CRACKS DUE TO SHRINKAGE OF CONCRETE

ARCHITECT / ENGINEER

B37 PRAVEEN HIREMATH

(12" X 24")
PROJECT:PROPOSED CONSTRUCTION OF
TOWN PANCHAYAT OFFICE AT M K HUBLI.
TALUK -KITTUR DIST-BELAGAVI
DRAWING TITLE
FIRST FLOOR BEAM LAYOUT
DRN. : CHD. :

DRG. NO. : 07 DATE :

FIRST FLOOR BEAM LAYOUT M/s.

C
CIVILBUILDS
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