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.
1 2 3 4 5 6 7 8 9 10 11 12 6- NGL AT SITE = REFERENCE LVL.IS ASSUMED
TO BE AT 0.000 FEET LEVEL
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
STRUCTURAL ELEMENTS CONFORMING TO BS 1786-1989.
SCHEDULE OF COLUMN 10- CLEAR COVER TO MAIN REINFORCEMENT SHALL BE
AS FOLLOWS:-
WALLS=1" FOOTING =2"
C1 C2 C3 C4 C5 C6 C7 C8 C9 COLUMN DETAILS COLUMNS=1.5" BEAMS =1"
COLUMN SIZE. COLUMN NO.
A A (FOOTING TO TERRACE) SLABS=0.75"
11-FIRST STIRRUPS IN BEAM SHALL BE 50mm AWAY FROM
THE FACE OF SUPPORT.
12-WHEN BARS OF TWO DIFFERENT DIA. ARE TO BE
12'' X 24' C10,C11,C25,C27
LAPPED,LAP LENGTH SHALL BE ON THE BASIS OF
C10 C11 LONGITUDINAL STEEL OUTER TIE INNER TIE SMALLER DIA. OF BAR.
B C12 C13 B 14-T20 T8 @ 150 C/C T8 @ 300 C/C
13- NOT MORE THAN 50% BARS SHALL BE LAPPED AT LAPPED
, LAP POINT, LAPS SHALL BE STAGGERED PROPERLY.
15.- FOR BEAMS HAVING DEPTH MORE THAN 750MM PROVIDE
C18 SIDE FACE REINFORCEMENT 12 # @ 200 C/C ON BOTH FACES.
C21
C16 C17
C19
12"X24" C35, C36. 16- LAP LENGTH FOR COLUMN -40 XD for M25 FE 500
LAP LENGTH FOR BEAMS/SLAB -50 XD for M25 FE 500
C15
C C LONGITUDINAL STEEL
4-T20
OUTER TIE INNER TIE 17- DESIGN OF CENTRING, SHUTTERING, AND
CONCRETE MIX IS CONTRACTOR RESPONSIBLITY
T10 @ 175 C/C T10 @ 350 C/C
10-T16
18- SBC OF SOIL IS CONSIDERED 11T/SQMT
C22 C23 F3 19. DUE CARE SHALL BE TAKEN TO ASCERTAIN THAT REQUISITE
D D STRENGTH OF CONCRETE IS GAINED BEFORE COMMENCEMENT
OF DESHUTTERING IT SHALL COMPLY WITH PROVISION OF
CLAUSE NO.11.3 OF IS 456: 2000
C25 C26 C27 C28 C29 9" X 24'' C16, C17
LONGITUDINAL STEEL OUTER TIE INNER TIE
DESHUTTERING PEROID
a) VERTICAL FORMWORK TO COLUMN, WALL AND BEAMS = 24 HRS
b) PROPS TO SLAB -14DAYS
E E 4-T25
8-T20
T10 @ 150 C/C T10 @ 300 C/C c) PROPS TO BEAM AND ARCH - 21 DAYS
C30 NOTE- THE NUMBER OF PROPS LEFT UNDER,THEIR SIZES
& DISPOSITION SHALL BE SUCH AS TO BE ABLE TO SAFELY
CARRY THE FULL DEAD LOAD OF THE SLAB,BEAM OR ARCH AS
THE CASE MAY BE TOGETHER WITH ANY LIVE LOAD LIKELY
TO OCCUR DURING CURING OR FURTHER CONSTRUCTION.
C35 C36 STRUCTURAL CONSULTANT WILL NOT BE RESPONSIBLE FOR
1- THE STABILITY OF STRUCTURE IF ANY CHANGES OR
C32 C34 C37 C39 MODIFICATIONS ARE MADE IN THIS DRAWING WITHOUT
THE WRITTEN CONSENT
F C33
C40 C41
C38
F 2- DRAWING RELEASED FOR 'APPROVAL' IS USED ON THE
SITE FOR CONSTRUCTION PURPOSE
3- SAFETY OF ANY ARCHITECTURAL PROJECTION
PROVIDED WHICH IS NOT GIVEN IN THIS DRAWING
QUALITY OF CONCRETE, QUALITY OF MATERIALS USED
FOR CONSTRUCTION,POOR WORKMANSHIP,
FAULTY CONSTRUCTION PROCEDURE
ANY ACCIDIENT OCCURING DURING CONSTRUCTION OF
STRUCTURE
C42 C43 ANY ACCIDIENT DUE TO INSUFFICIENT AND IMPROPER
G G SHUTTERING AND CENTERING WORK
STABILITY OF ADJOINING STRUCTURES
SETTELMENT OF BED CONCRETE
CRACKS IN WALLS
CRACKS DUE TO SHRINKAGE OF CONCRETE
ARCHITECT / ENGINEER
PRAVEEN HIREMATH
1 2 3 4 5 6 7 8 9 10 11 12 PROJECT:PROPOSED CONSTRUCTION OF
TOWN PANCHAYAT OFFICE AT M K HUBLI.
TALUK -KITTUR DIST-BELAGAVI
DRAWING TITLE
SECOND FLOOR COLUMN LAYOUT
SECOND FLOOR COLUMN LAYOUT DRN. : CHD. :
DRG. NO. : 07 DATE :
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
