SHEET - 04 OF 05 IMPORTANT CONSTRUCTION NOTES:
C1 FB1 C2 FB2 C3
1) DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS ARE
CB
TO BE FOLLOWED
2) ALL DIMENSIONS ARE IN FEET AND INCHES UNLESS & OTHERWISE NOTED.
S3
3) SAFE BEARING CAPACITY OF SOIL FOR DESIGN OF FOUNDATION HAS
FB2
BEEN ASSUMED TO BE 25T/SQ.m
FB2
FB5
S2
4) LAY OUT DRG. IS TO BE APPROVED BY THE ARCHITECT/ENGINEER
FB2 INCHARGE BEFORE EXECUTION.
S1 5) PROPOED DRG. IS FOR GROUND FLOOR+1 ONLY.
C4
FB7
ONLY FOUNDATION IS DESIGN FOR G+1 STORIED.
6) WE ARE PROVIDING STRUCTURAL DRAWINGS ONLY TO OWNER/
C5 FB3 CONTRACTOR'S/ARCHITECTS/ENGINEER-IN-CHARGE FOR THIS PROJECT.
CB SUPERVISION IS NOT OUR RESPONSIBILITY.
7) THE RESPONSIBILIYT OF ADHERING TO THE DRAWINGS ON SITE WILL BE
FB5
S3
FB5
S4 S1
FB6
S4 OF OWNER'S/ARCHITECT'S/CONTRACTOR'S/ENGINEER-IN-CHARGE AND
FB5
OFFICE WILL NOT BE RESPONSIBLE FOR ANY LAPSES IN THIS REGARD.
FB4
FB3
8) CHANGE IN DIMENSION OF ARCHITECTURAL DREAWING WILL CHANGE
STRUCTURAL DRAWING IN THAT CONTEXT.
S1
C7 COVER
CB C8 9) UNLESS NOTED OTHERWISE CLEAR CONCRETE COVER TO MAIN
C6 FB1 FB2 REINFORCEMENT SHALL BE AS FOLLOWS,
FOR MILD ENVORNMENTAL EXPOSURE CONDITION.
FB2
S3 I) PILE CAP =50MM
ii) PILE = 40MM
FB2
FB5
S2
iii) COLUMN ABOVE PLINTH = 40MM
iv) SLAB = 25MM
FB2 v) BEAM = 30MM
S1 C9 10) HOOK FOR 10 TIMES DIAMETER OF STIRRUPS.
FB7
11) L-BENT FOR COLUMN REINFORCEMENT TO BE 45MM
C10 FB3 REINFORCING STEEL
CB 12) UNLESS NOTED OTHERWISE ALL REINFORCEMENT SHALL BE OF THERMO
FB6
MECHANICALLY TREATED BARS OF GRADE Fe 500 CONFIRMING
FB5
FB5
S4 S1 S3
S4
FB5 TO I.S: 1786 (LATEST)
FB4
FB3 13) ALL REINFORCING STEEL SHALL BE OF TASTED QUALITY.
CONCRETE
S1 14) THIS STRUCTURE IS DESIGNED CONSIDERING “M20” GRADE OF CONCRETE.
GRADE OF CONCRETE FOR CASTING SHALL BE AS PER LATEST “IS-456” OR
AS PER EXECUTING AUTHORITY.
CB (FOR MILD ENVORNMENTAL EXPOSURE CONDITION AT SITE)
C11 FB1 C12 FB2 C13
15) CONFIRMING TO I.S:456 (2000).
CONSTRUCTION DETAILS
FIRST SLAB BEAM LAYOUT 16) NOT MORE THAN 50% OF BARS SHALL BE LAP AT ANY SECTION.
LAP LENGTH SHALL BE PROVIDED IN STAGGERED MANNER.
17) ANY DISCREPANCY OR OMISSIONS SHALL BE BROUGHT TO
NOTICE BEFORE EXECUTION AND CONVEYED TO SITE.
( 4 ) SCHEDULE OF FIRST SLAB LEVEL BEAMS
SPECIAL NOTE:-
18) THIS DESIGN DRAWING IS FOR “MILD” ENVORNMENTAL EXPOSURE
TOP BOTTOM STIRRUPS CONDITION.
NAME OF OVER ALL
REINFORCEMENT REINFORCEMENT 19) EXECUTION OF WORK SHALL BE AS PER LATEST REVISION OF NATIONAL
FLOOR SIZE BUILDING CODE AND IS 456.
FULL LENGTH EXTRA STRAIGHT CURTAIL OVER AT REMARKS 20) LEVELING COURSE SHALL BE AS PER IS SPECIFICATION.
BEAMS. BARS TOP BARS BARS BARS SUPPORT CENTER
B D 21) THIS DRAWING IS SUBJECTED TO PROPER MODIFICATION IF THERE
(FULL LENGTH) ( AT CENTER ) ( UP TO L/4 ) IS A REVISION IN THE FOLLOWING INDIAN STANDARD CODES OF
PRACTICES.
FB1. 9" 15" 2 - 12 1 - 12 2 - 12 ----- 8 Ø 4" c/c 8 Ø 8" c/c i) I.S. 456(2000), ii) I.S. 875-ALL PARTS (1987)
iii) I.S. 1893(2002), iv) I.S. 13920(1993)
2 - 10 2 - 12 ----- v) I.S. 4326(1994).
FB2. 9" 15" 1 - 12 8 Ø 4" c/c 8 Ø 8" c/c
2 - 12 2 - 12 1 - 12 8 Ø 4" c/c 8 Ø 6" c/c DEVELOPMENT LENGTH AND LAP LENGTH TABLE
FB3. 9" 15" 1 - 12
DIA OF BAR DEV. LENGTH (Ld)
FB4. 9" 18" 3 - 12 ---- 3 - 12 ----- 8 Ø 4" c/c 8 Ø 6" c/c
8 mm TOR 480 mm
---- ----- 10 mm TOR 600 mm
FB5. 6" 15" 2 - 12 2 - 12 8 Ø 4" c/c 8 Ø 8" c/c 12 mm TOR 720 mm
16 mm TOR 960 mm
FB6. 9" 18" 2 - 12 2 - 12 2 - 12 2 - 12 8 Ø 4" c/c 8 Ø 6" c/c 20 mm TOR 1200 mm
FB7. 9" 18" 2 - 16 1 - 12 2 - 16 1 - 12 8 Ø 4" c/c 8 Ø 6" c/c CONTRACTOR AGENCY:- VISHWA
CANTILEVER STRUCTURAL CONSULTANTS
CB. 9" 18" 3 - 16 ---- 3 - 16 ----- 8 Ø 4" c/c 8 Ø 4" c/c
BEAM
DESIGNED BY : Er. VINAYAK T. GUNDLA
B.E.(Civil) , M.Tech. (Structures)
MOBILE NO. : 9890571845
( 5 ) SCHEDULE OF FIRST LEVEL R.C.C. SLABS EMAIL ID : vishwastructures04@gmail.com
NAME THICK. SHORT SPAN REINFORCEMENT LONG SPAN REINFORCEMENT NAME OF WORK :-
OF MM.
REMARKS
SLABS AT CENTER AT SUPPORT AT CENTER AT SUPPORT
CONSTRUCTION OF RESIDENTIAL BUNGLOW AT SOLAPUR.
S1. 5" 8 Ø @ 6" c/c 8 Ø @ 6" c/c 8 Ø @ 6" c/c ----- ONE WAY SLAB
S2. 5" 10 Ø @ 5" c/c 10 Ø @ 5" c/c 10 Ø @ 6" c/c 10 Ø @ 6" c/c TWO WAY SLAB
TITLE:- R.C.C. DETAILS FOR FIRST SLAB BEAM LAYOUT
S3. 5" 8 Ø @ 6" c/c 8 Ø @ 6" c/c 8 Ø @ 6" c/c 8 Ø @ 6" c/c TWO WAY SLAB
OWNER NAME: MR. RAKESH MHETRE
S4. 5" 10 Ø @ 5" c/c 10 Ø @ 5" c/c 10 Ø @ 5" c/c ----- ONE WAY SUNK SLAB
FIRST SUBMISSION DATE:- 22 / 03 /2024
SCALE - AS SHOWN SHEET NO . 04 / 05
